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HomeMy WebLinkAboutHartman Field Improvements Full SetE. 126TH STREET HAZEL DELL PARKWAYGRAY ROADE. MAIN STREET PROJECT SITE PROJECT SITE FANNING HOWEY ASSOCIATES INC. OWNER ARCHITECT/LANDSCAPE ARCHITECT THE SKILLMAN CORPORATION CONSTRUCTION MANAGER TLF CIVIL ENGINEER CARMEL CLAY SCHOOLS COVER SHEET TAC SUBMITTAL TAC SUBMITTAL CARMEL HIGH SCHOOL HARTMAN FIELD IMPROVEMENTS 5201 E. MAIN ST. CARMEL, INDIANA 46033 LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALL STARKEJASPER NEWTONPULASKIFULTONWHITLEYALLENADAMS WELLSHUNTINGTONWABASH MIAMICASSWHITEBENTONCARROL TIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISON TIPTONCLINTONBOONEHAMILTONHANCOCK HENRYWAYNE UNIO NFAYETTERUSHMONTGOMERY FOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAM MORGANHENDRICKS MARION JOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWEN GREENESULLIVANDEARBORNRIPLEYJENNINGS LAWRENCEMARTINORANGE WASHINGTONSCOTTJEFFERSON SWITZ E R L AND OHIOCLARK FLOYDHARRISON CRAWFORDPERRYDUBOISDAVIESS KNOXPIKE GIBSON SPENCERWARRICKPOSEYJACKSONVANDER-BURGHSTATE OF INDIANA SITE LOCATION VICINITY MAP LOCATION MAP CIVIL SHEET INDEX CS COVER SHEET GD0.01 GENERAL NOTES AND LEGEND SV-1 TOPOGRAPHIC SURVEY SV-2 TOPOGRAPHIC SURVEY SV-3 TOPOGRAPHIC SURVEY GD1.01 SITE DEMOLITION PLAN - NORTH GD1.02 SITE DEMOLITION PLAN - SOUTH GD1.03 SITE DEMOLITION PLAN - VARSITY BASEBALL FIELD GD1.04 SITE DEMO. PLAN - JV BASEBALL COMP. PHOTO DETAILS GD1.05 SITE DEMO. PLAN - V BASEBALL COMP. PHOTO DETAILS GD1.06 SITE UTILITY DEMOLITION PLAN - NORTH GD1.07 SITE UTILITY DEMOLITION PLAN - SOUTHWEST GD1.08 SITE UTILITY DEMOLITION PLAN - SOUTHEAST G1.0 OVERALL SITE LAYOUT PLAN G1.01 SITE LAYOUT PLAN - NORTH PARKING LOT G1.02 SITE LAYOUT PLAN - BASEBALL COMPLEXES G1.03 VARSITY BASEBALL TURF FIELD LAYOUT PLAN G1.04 VARSITY BASEBALL FIELD TURF GRAPHIC PLAN G2.0 OVERALL GRADING PLAN G2.01 GRADING PLAN - NORTH G2.02 GRADING PLAN - SOUTHWEST G2.03 GRADING PLAN - SOUTHEAST G2.04 EROSION CONTROL PLAN - NORTH G2.05 EROSION CONTROL PLAN - SOUTHWEST G2.06 EROSION CONTROL PLAN - SOUTHEAST G2.07 STORMWATER POLLUTION PREVENTION PLAN G2.08 EROSION CONTROL DETAILS G4.0 SITE DETAILS G4.01 SITE DETAILS - VARSITY SYNTHETIC TURF FIELD G4.02 SITE DETAILS - VARSITY SYNTHETIC TURF FIELD SU1.0 OVERALL SITE UTILITY PLAN SU1.01 SITE UTILITY PLAN - NORTH SU1.02 SITE UTILITY PLAN - SOUTHWEST SU1.03 SITE UTILITY PLAN - SOUTHEAST SU3.01 SITE UTILITY DETAILS SU3.02 SITE UTILITY DETAILS SU3.03 SITE UTILITY DETAILS SU3.04 SITE UTILITY DETAILS L1.0 SITE LANDSCAPE PLAN L1.01 SITE LANDSCAPE DETAILS E2.02 PHOTOMETRIC SITE PLAN REV. NO. DESCRIPTION DATE PROJECT INFORMATION 3901 W 86TH ST., SUITE 200 INDIANAPOLIS, IN 46268 CONTACT: BRITTANY N. HEIDENREICH, PE PHONE: (317) 334-1500 EMAIL: bheidenreich@tlf-engineers.com 3834 S. EMERSON AVE., BLDG A INDIANAPOLIS, IN 46203 CONTACT: ELI MILLER, MBA PHONE: (317) 788-5149 EMAIL: emiller@skillman.com 520 E. MAIN ST. CARMEL, INDIANA 46032 CONTACT: RON FARRAND JR., RA PHONE: (317) 815-3962 EMAIL: rfarrand@ccs.k12.in.us 350 EAST NEW YORK STREET, SUITE 300 INDIANAPOLIS, INDIANA 46204 CONTACT: WILLIAM E. PAYNE, AIA, LEED AP PHONE: (317) 848-0966, 10307 EMAIL: wpayne@fhai.com TAC SUBMITTAL 02/17/2021A PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 02/17/2021 DRAWN BY: HHW 08/19/21 GENERAL 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL 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 REQUIRED UNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS AS REQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THE CONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE CONTRACT OR SPECIFICATIONS. 3. CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TO CONSTRUCTION TO ENSURE USE OF CURRENT PLANS. 4. ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM DISTURBANCE DURING CONSTRUCTION. SITE LAYOUT 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESS NOTED OTHERWISE. 3. RADII NOT DIMENSIONED ARE TO BE 5'. 4. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 5. REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 6. TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS OR AS NOTED ON PLANS. 7. EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVED PRIOR TO INSTALLATION. 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATION TAKEN FROM A SURVEY PREPARED BY CEC. 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 AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH THE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVING OPERATIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS PRIOR TO BIDDING. 5. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALL PRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION. 6. DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED. 7. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 9. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OF SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIED EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, AND OBSTRUCTIONS. 10. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECT SITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED 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 WITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DO NOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN. 12. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. 13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 14. PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVED AREAS. 15. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES. 16. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 17. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 18. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 19. MAXIMUM LAWN SLOPE SHALL BE 3:1. 20. DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES, RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION, AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE. 21. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER CONDITIONS. 22. ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENT AND EROSION, AND AS REQUIRED TO MEET FINISH GRADE. DEMOLITION 1. DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COST SHALL BE INCLUDED AS PART OF THEIR WORK. 2. DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BE ESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIAL STORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS. 3. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS OR AS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITE SHALL 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 THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL REGULATIONS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE OR RELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION OR RELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THE UTILITY COMPANY. 7. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. 8. REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ON THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURF OR PLANT MATERIAL. 9. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THE START OF DEMOLITION ACTIVITIES. 10. SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NO UNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILL OCCUR. 11. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFORE REMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY. 12. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TO ACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE AND DISPOSE OF IN A LEGAL MANNER. 13. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE. 14. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OR EARTHWORK IS INDICATED. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER. 16. THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALL MATERIALS REMOVED FROM THE SITE. 17. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. 1. ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVE MEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURES OUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL". 2. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES DURING EARTHMOVING OPERATIONS. 3. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED AREAS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKING OF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECT TRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL. 5. DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 6. DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDE CONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING. 7. THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNED FOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS. EROSION CONTROL SITE UTILITIES 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION MADE AVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. CONSTRUCTION OF ALL STORM SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5. EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLE INFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THE UTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITY COMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOW GRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALL PENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. 7. CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OF ALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION. 8. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES, ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC. 9. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM. 10. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS, AND OTHER INSTALLATION REQUIREMENTS. 11. INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS ARE INDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTO EXISTING SEWER IS INDICATED. 12. PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONS INDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE IS SPECIFIED. 13. THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 14. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21) SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWER WHEREVER POSSIBLE. 15. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS. 16. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVE BOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 17. ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURING CONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINED UNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS ARE ENCOUNTERED. 18. ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION. LANDSCAPING 1. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 2. LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 3. THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USE ONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITY TAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS (I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIAL QUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OF DISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. 4. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. 5. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYS AND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS. 6. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. 7. SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTURE UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THE REQUIRED RESULTS. 8. UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH IS DUSTY. 9. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 10. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES, TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONS AND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIR ANY 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 BED AREAS. 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, 1 PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUND OF 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 CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALT PAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TO RECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OF RECONDITIONING. 14. ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOOD BARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTURE AND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 15. ALL DISTURBED AREAS SHALL BE SEEDED PER SPECIFICATIONS. 16. ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. MAINTENANCE OF TRAFFIC 1. THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTOR WILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNEL NECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THE PROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELING PUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENT CIRCULATION WITHIN THE CONSTRUCTION AREA. 2. THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALL OTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TO THE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT, FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFIC CONTROL DEVICES. 3. THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALL TEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THE OWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FOR THESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER. 4. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. 5. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED 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 ALL TIMES DURING CONSTRUCTION. 8. ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE, POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OR OTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTION TRAFFIC. 9. SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THE MINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BE REQUIRED TO ADDRESS CHANGING FIELD CONDITIONS. 10. PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NO LONGER SERVE ANY PURPOSE. 11. TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THE WORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THE OWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTION SITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT OR MATERIALS ON SITE. 12. THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BY THE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THE SURROUNDING PROPERTIES. 13. CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER. FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLY PERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWED AND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES. GENERAL NOTES TOPOGRAPHIC LEGEND GD0.01 GENERAL NOTES AND LEGEND ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 ADJOINER ADJOINER ADJOINER MOHAWK CROSSING SECTION 3 P.B. 10, PG. 20-21 MOHAWK CROSSING SECTION 2 P.B. 7, PG. 166-167 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 52 LOT 51 LOT 50 LOT 49 LOT 33 LOT 32 LOT 31 SITE FLOOD NOTE: 8 A B 3 4 5 6 7 12 C D E F G H 8 34 5 6 7 12 A B C D E F G H DESCRIPTIONDATE NO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:BOUNDARY RETRACEMENT SURVEY303-1031"=50' AUGUST 21, 2020 TJTABSABS1 3 SV-1 NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comFANNING HOWEY ASSOCIATES, INC.CARMEL CLAY SCHOOLSHARTMAN FIELD5201 E. MAIN STREETCARMEL, INDIANAVICINITY MAP SUBJECT PARCEL POINT OF COMMENCEMENT P.OB. E. MAIN STREET E. 126TH STREETGRAY ROADLEGAL DESCRIPTION 08/19/21 UTILITY NOTE: LEGEND: 8 A B 3 4 5 6 7 12 C D E F G H 8 34 5 6 7 12 A B C D E F G H DESCRIPTIONDATENO REVISION RECORD530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comFANNING HOWEY ASSOCIATES, INC.CARMEL CLAY SCHOOLSHARTMAN FIELD5201 E. MAIN STREETCARMEL, INDIANADATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:BOUNDARY RETRACEMENT SURVEY303-103AUGUST 21, 2020 TJTABSABS2 3 SV-2 SURVEYOR'S REPORT Reference Surveys and Plats Reference Monuments Record Descriptions Evidence of Occupation 08/19/21 TBM#3 = 775.53 TBM#1 = 782.26 BENCHMARKS: 8 A B 3 4 5 6 7 12 C D E F G H 8 34 5 6 7 12 A B C D E F G H DESCRIPTIONDATENO REVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY: APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:TOPOGRAPHIC SURVEY303-1031"=30' AUGUST 21, 2020 TJTABSABS3 3 SV-3 NORTH 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comFANNING HOWEY ASSOCIATES, INC.CARMEL CLAY SCHOOLSHARTMAN FIELD5201 E. MAIN STREETCARMEL, INDIANASEE SHEET SV-2 FOR LEGEND 08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.01 SITE DEMOLITION PLAN - NORTH 30 900 30 60 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! VICINITY MAP EXISTING NATURAL TURF INFIELD AND OUTFIELD; DEMO EXISTING NATURAL TURF FIELD IN ITS ENTIRETY. CONTRACTOR IS TO COORDINATE TOPSOIL REMOVAL AND STORAGE WITH OWNER / ARCHITECT PRIOR TO EXCAVATION. LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING BASES AND ANCHORS; DEMO IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING INFIELD, SKINNED AREAS AND WARNING TRACK; DEMO DIRT / BRICK DUST AREAS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - LEFT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - RIGHT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE. EXISTING 8' CHAIN LINK FENCING; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING 5' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN IT'S ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SHT G1.03 FOR FURTHER INFORMATION. EXISTING 20'+/- CANTILEVER GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 8' SINGLE GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' CHAIN LINK FENCING; CHAIN LINK FENCING WITHIN SPECIFIED AREAS ARE TO REMAIN AND ARE TO BE PROTECTED DURING THE START OF CONSTRUCTION TYP EXISTING BULLPEN PITCHING MOUND; DEMO EXISTING PITCHING MOUNDS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BULLPEN BATTING BOXES; DEMO EXISTING BATTING BOXES, CONCRETE PAD, AND HOME PLATES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING PITCHING MOUND; DEMO EXISTING PITCHERS MOUNT IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 23' BACKSTOP CHAIN LINK FENCING; DEMO EXISTING 23' FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING FOUL POLES (2); LEFT FIELD LINE FOUL POLE ( L ) TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION - RIGHT FIELD LINE FOUL POLE ( R ) DEMO IN ITS ENTIRETY AND DISPOSE OF LEGALLY OFF SITE , SEE SHT G1.03 FOR FURTHER INFORMATION EXISTING 8' DOUBLE GATE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING BULLPEN BENCHES (2); TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, CONTRACTOR IS TO COORDINATE STORAGE OF ITEMS WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING BATTING CAGE; DEMO EXISTING BATTING CAGE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING CONCRETE PADS TO REMAIN - PADS ARE TO BE CLEANED AND REPAIRED AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION. EXISTING DUGOUTS (2); SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING DUGOUT CONCRETE PAVING; TO REMAIN- CLEAN AND REPAIR PAVING AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION EXISTING HOME PLATE; DEMO HOME PLATE AND BATTING BOXES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BLEACHERS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE SHT G1.0 FOR FURTHER INFORMATION (CONCRETE HATCH) EXISTING CONCRETE PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE (DOTTED HATCH) EXISTING ASPHALT PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING METAL EDGING AND GRAVEL BED TO BE REMOVED IN THEIR ENTIRETY AND MATERIALS ARE TO BE LEGALLY DISPOSED OF OFF SITE EXISTING CONCRETE JERSEY BARRIERS (9+/-); TO BE BE RELOCATED, SEE SHT G1.02 FOR FURTHER INFORMATION EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING ELECTRICAL CONDUITS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING WATER LINES, CONNECTIONS AND UTILITIES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION MARKED OR OTHERWISE EXISTING FIELD IRRIGATION; EXISTING IRRIGATION HEADS (15+/-) AND SERVICE TO VARSITY BASEBALL COMPLEX IS TO BE DISCONNECTED AND REMOVED - CONTRACTOR IS TO MAINTAIN AND OR RE-ESTABLISH DAMAGED OR DISCONNECTED IRRIGATION LINES SERVICING JUNIOR VARSITY FIELD TO THE EAST OF THE VARSITY BASEBALL COMPLEX (BLUE DASH LINE) EXISTING UNDERDRAIN SYSTEM; DEMO 160+/- LF OF UNDERDRAIN SYSTEM IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SITE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING CONCRETE PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION. ALL DAMAGED PAVING IS TO BE RE-ESTABLISHED BACK TO LIKE NEW CONDITION PRIOR TO THE CONCLUSION OF CONSTRUCTION EFFORTS EXISTING SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FIBER OPTIC BOX AND LINES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING JUNIOR VARSITY CHAIN LINK DUGOUTS, SEATING AND PAVING; DEMO IN THEIR ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING ASPHALT PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING SITE UTILITIES; TO REMAIN UNLESS OTHERWISE NOTED, SEE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING NORWAY SPRUCE; (2) DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING JUNIOR VARSITY NATURAL TURF BASEBALL FIELD TO REMAIN - PROTECT DURING THE START OF CONSTRUCTIONSEE ENLARGED PLAN GD1.02 - SITE DEMOLITION - SOUTHSEE ENLARGED PLAN GD1.03 - SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEX08/19/21 UPARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.02 SITE DEMOLITION PLAN - SOUTH 30 900 30 60 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! VICINITY MAP EXISTING NATURAL TURF INFIELD AND OUTFIELD; DEMO EXISTING NATURAL TURF FIELD IN ITS ENTIRETY. CONTRACTOR IS TO COORDINATE TOPSOIL REMOVAL AND STORAGE WITH OWNER / ARCHITECT PRIOR TO EXCAVATION. LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING BASES AND ANCHORS; DEMO IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING INFIELD, SKINNED AREAS AND WARNING TRACK; DEMO DIRT / BRICK DUST AREAS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - LEFT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - RIGHT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE. EXISTING 8' CHAIN LINK FENCING; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING 5' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN IT'S ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SHT G1.03 FOR FURTHER INFORMATION. EXISTING 20'+/- CANTILEVER GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 8' SINGLE GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' CHAIN LINK FENCING; CHAIN LINK FENCING WITHIN SPECIFIED AREAS ARE TO REMAIN AND ARE TO BE PROTECTED DURING THE START OF CONSTRUCTION TYP EXISTING BULLPEN PITCHING MOUND; DEMO EXISTING PITCHING MOUNDS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BULLPEN BATTING BOXES; DEMO EXISTING BATTING BOXES, CONCRETE PAD, AND HOME PLATES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING PITCHING MOUND; DEMO EXISTING PITCHERS MOUNT IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 23' BACKSTOP CHAIN LINK FENCING; DEMO EXISTING 23' FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING FOUL POLES (2); LEFT FIELD LINE FOUL POLE ( L ) TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION - RIGHT FIELD LINE FOUL POLE ( R ) DEMO IN ITS ENTIRETY AND DISPOSE OF LEGALLY OFF SITE , SEE SHT G1.03 FOR FURTHER INFORMATION EXISTING 8' DOUBLE GATE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING BULLPEN BENCHES (2); TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, CONTRACTOR IS TO COORDINATE STORAGE OF ITEMS WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING BATTING CAGE; DEMO EXISTING BATTING CAGE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING CONCRETE PADS TO REMAIN - PADS ARE TO BE CLEANED AND REPAIRED AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION. EXISTING DUGOUTS (2); SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING DUGOUT CONCRETE PAVING; TO REMAIN- CLEAN AND REPAIR PAVING AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION EXISTING HOME PLATE; DEMO HOME PLATE AND BATTING BOXES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BLEACHERS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE SHT G1.0 FOR FURTHER INFORMATION (CONCRETE HATCH) EXISTING CONCRETE PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE (DOTTED HATCH) EXISTING ASPHALT PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING METAL EDGING AND GRAVEL BED TO BE REMOVED IN THEIR ENTIRETY AND MATERIALS ARE TO BE LEGALLY DISPOSED OF OFF SITE EXISTING CONCRETE JERSEY BARRIERS (9+/-); TO BE BE RELOCATED, SEE SHT G1.02 FOR FURTHER INFORMATION EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING ELECTRICAL CONDUITS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING WATER LINES, CONNECTIONS AND UTILITIES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION MARKED OR OTHERWISE EXISTING FIELD IRRIGATION; EXISTING IRRIGATION HEADS (15+/-) AND SERVICE TO VARSITY BASEBALL COMPLEX IS TO BE DISCONNECTED AND REMOVED - CONTRACTOR IS TO MAINTAIN AND OR RE-ESTABLISH DAMAGED OR DISCONNECTED IRRIGATION LINES SERVICING JUNIOR VARSITY FIELD TO THE EAST OF THE VARSITY BASEBALL COMPLEX (BLUE DASH LINE) EXISTING UNDERDRAIN SYSTEM; DEMO 160+/- LF OF UNDERDRAIN SYSTEM IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SITE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING CONCRETE PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION. ALL DAMAGED PAVING IS TO BE RE-ESTABLISHED BACK TO LIKE NEW CONDITION PRIOR TO THE CONCLUSION OF CONSTRUCTION EFFORTS EXISTING SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FIBER OPTIC BOX AND LINES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING JUNIOR VARSITY CHAIN LINK DUGOUTS, SEATING AND PAVING; DEMO IN THEIR ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING ASPHALT PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING SITE UTILITIES; TO REMAIN UNLESS OTHERWISE NOTED, SEE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING NORWAY SPRUCE; (2) DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING JUNIOR VARSITY NATURAL TURF BASEBALL FIELD TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION SEE ENLARGED PLAN GD1.01 - SITE DEMOLITION PLAN - NORTH SEE ENLARGED PLAN GD1.03 - SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEX08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.03 SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEX 30 900 30 60 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! VICINITY MAP EXISTING NATURAL TURF INFIELD AND OUTFIELD; DEMO EXISTING NATURAL TURF FIELD IN ITS ENTIRETY. CONTRACTOR IS TO COORDINATE TOPSOIL REMOVAL AND STORAGE WITH OWNER / ARCHITECT PRIOR TO EXCAVATION. LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING BASES AND ANCHORS; DEMO IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING INFIELD, SKINNED AREAS AND WARNING TRACK; DEMO DIRT / BRICK DUST AREAS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - LEFT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 5' CHAIN LINK FENCING - RIGHT FIELD LINE; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE. EXISTING 8' CHAIN LINK FENCING; DEMO FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING 5' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN IT'S ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SHT G1.03 FOR FURTHER INFORMATION. EXISTING 20'+/- CANTILEVER GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING 8' SINGLE GATE; DEMO EXISTING GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' DOUBLE GATE; DEMO EXISTING DOUBLE GATE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 8' CHAIN LINK FENCING; CHAIN LINK FENCING WITHIN SPECIFIED AREAS ARE TO REMAIN AND ARE TO BE PROTECTED DURING THE START OF CONSTRUCTION TYP EXISTING BULLPEN PITCHING MOUND; DEMO EXISTING PITCHING MOUNDS IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BULLPEN BATTING BOXES; DEMO EXISTING BATTING BOXES, CONCRETE PAD, AND HOME PLATES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING PITCHING MOUND; DEMO EXISTING PITCHERS MOUNT IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING 23' BACKSTOP CHAIN LINK FENCING; DEMO EXISTING 23' FENCING IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING FOUL POLES (2); LEFT FIELD LINE FOUL POLE ( L ) TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION - RIGHT FIELD LINE FOUL POLE ( R ) DEMO IN ITS ENTIRETY AND DISPOSE OF LEGALLY OFF SITE , SEE SHT G1.03 FOR FURTHER INFORMATION EXISTING 8' DOUBLE GATE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING BULLPEN BENCHES (2); TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, CONTRACTOR IS TO COORDINATE STORAGE OF ITEMS WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING BATTING CAGE; DEMO EXISTING BATTING CAGE IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE. EXISTING CONCRETE PADS TO REMAIN - PADS ARE TO BE CLEANED AND REPAIRED AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION. EXISTING DUGOUTS (2); SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING DUGOUT CONCRETE PAVING; TO REMAIN- CLEAN AND REPAIR PAVING AS NEEDED - PROTECT DURING THE START OF CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION EXISTING HOME PLATE; DEMO HOME PLATE AND BATTING BOXES IN THEIR ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING BLEACHERS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE SHT G1.0 FOR FURTHER INFORMATION (CONCRETE HATCH) EXISTING CONCRETE PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE (DOTTED HATCH) EXISTING ASPHALT PAVING; DEMO IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE EXISTING METAL EDGING AND GRAVEL BED TO BE REMOVED IN THEIR ENTIRETY AND MATERIALS ARE TO BE LEGALLY DISPOSED OF OFF SITE EXISTING CONCRETE JERSEY BARRIERS (9+/-); TO BE BE RELOCATED, SEE SHT G1.02 FOR FURTHER INFORMATION EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING ELECTRICAL CONDUITS; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION, SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING WATER LINES, CONNECTIONS AND UTILITIES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION MARKED OR OTHERWISE EXISTING FIELD IRRIGATION; EXISTING IRRIGATION HEADS (15+/-) AND SERVICE TO VARSITY BASEBALL COMPLEX IS TO BE DISCONNECTED AND REMOVED - CONTRACTOR IS TO MAINTAIN AND OR RE-ESTABLISH DAMAGED OR DISCONNECTED IRRIGATION LINES SERVICING JUNIOR VARSITY FIELD TO THE EAST OF THE VARSITY BASEBALL COMPLEX (BLUE DASH LINE) EXISTING UNDERDRAIN SYSTEM; DEMO 160+/- LF OF UNDERDRAIN SYSTEM IN ITS ENTIRETY AND LEGALLY DISPOSE OF MATERIALS OFF SITE, SEE SITE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING CONCRETE PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION. ALL DAMAGED PAVING IS TO BE RE-ESTABLISHED BACK TO LIKE NEW CONDITION PRIOR TO THE CONCLUSION OF CONSTRUCTION EFFORTS EXISTING SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FIBER OPTIC BOX AND LINES; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING JUNIOR VARSITY CHAIN LINK DUGOUTS, SEATING AND PAVING; DEMO IN THEIR ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING ASPHALT PAVING; TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING SIGNAGE; DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING SITE UTILITIES; TO REMAIN UNLESS OTHERWISE NOTED, SEE CIVIL DRAWINGS FOR FURTHER INFORMATION EXISTING NORWAY SPRUCE; (2) DEMO IN ITS ENTIRETY AND DISPOSE OF MATERIALS LEGALLY OFF SITE EXISTING JUNIOR VARSITY NATURAL TURF BASEBALL FIELD TO REMAIN - PROTECT DURING THE START OF CONSTRUCTIONSEE ENLARGED PLAN GD1.02 - SITE DEMOLITION PLAN - SOUTH08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.04 SITE DEMOLITION PLAN - JUNIOR VARSITY BASEBALL COMPLEX PHOTO DETAILS EXISTING STADIUM LIGHTING POLES AND BASES TO REMAIN - SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING STORAGE BUILDING TO REMAIN - REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION (CONCRETE HATCH) EXISTING PAVING - ALONG ALL FOUR SIDES OF EXISTING STORAGE BUILDING TO BE REMOVED 8' DOUBLE CHAIN LINK GATE TO BE REMOVED EXISTING JUNIOR VARSITY DUGOUTS ( 2 ) , FENCING AND PAVING TO BE REMOVED EXISTING WATER PUMP / MECHANICAL AREA TO REMAIN - PROTECT DURING CONSTRUCTION EXISTING NORWAY SPRUCES TO REMAIN - PROTECT DURING CONSTRUCTION EXISTING FIBER OPTIC BOX TO TO REMAIN - PROTECT DURING CONSTRUCTION (CONCRETE HATCH) EXISTING CONCRETE PAVING TO BE REMOVED EXISTING 8' SINGLE GATE AND FENCING TO BE REMOVED EXISTING DRAIN - SEE CIVIL DRAWINGS FOR FURTHER INFORMATION 24' x 12'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTNG BLEACHER LOCATIONS BACKSTOP CHAIN LINK FENCE TO BE REMOVED - ALONGSIDE HOME DUGOUTS TO BE REMOVED * GENERAL NOTE ; SEE SITE DEMOLITION PLANS FOR FURTHER INFORMATION * GENERAL NOTE ; PAGE READS FROM TOP OF PAGE - RIGHT TO LEFT 12' x 8'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTING BLEACHER LOCATIONS EXISTING 8' FENCING AND RIGHT FIELD FOUL POLE TO BE REMOVED 40 1200 40 80 08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.04 SITE DEMOLITION PLAN - JUNIOR VARSITY BASEBALL COMPLEX PHOTO DETAILS EXISTING STADIUM LIGHTING POLES AND BASES TO REMAIN - SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING STORAGE BUILDING TO REMAIN - REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION (CONCRETE HATCH) EXISTING PAVING - ALONG ALL FOUR SIDES OF EXISTING STORAGE BUILDING TO BE REMOVED 8' DOUBLE CHAIN LINK GATE TO BE REMOVED EXISTING JUNIOR VARSITY DUGOUTS ( 2 ) , FENCING AND PAVING TO BE REMOVED EXISTING WATER PUMP / MECHANICAL AREA TO REMAIN - PROTECT DURING CONSTRUCTION EXISTING NORWAY SPRUCES TO REMAIN - PROTECT DURING CONSTRUCTION EXISTING FIBER OPTIC BOX TO TO REMAIN - PROTECT DURING CONSTRUCTION (CONCRETE HATCH) EXISTING CONCRETE PAVING TO BE REMOVED EXISTING 8' SINGLE GATE AND FENCING TO BE REMOVED EXISTING DRAIN - SEE CIVIL DRAWINGS FOR FURTHER INFORMATION 24' x 12'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTNG BLEACHER LOCATIONS BACKSTOP CHAIN LINK FENCE TO BE REMOVED - ALONGSIDE HOME DUGOUTS TO BE REMOVED * GENERAL NOTE ; SEE SITE DEMOLITION PLANS FOR FURTHER INFORMATION * GENERAL NOTE ; PAGE READS FROM TOP OF PAGE - RIGHT TO LEFT 12' x 8'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTING BLEACHER LOCATIONS EXISTING 8' FENCING AND RIGHT FIELD FOUL POLE TO BE REMOVED 40 1200 40 80 08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L IAME.PAYN EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GD1.05 SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEX PHOTO DETAILS EXISTING 5' FENCING AND (20'+/-) CANTILEVER GATE - ALONG RIGHT FIELD LINE TO BE REMOVEDEXISTING RIGHT FIELD LINE BULLPEN - SEATING BENCH TO REMAIN - PROTECT DURING CONSTRUCTION - CONTRACTOR IS TO COORDINATE STORAGE WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING LEFT FIELD LINE BULLPEN - SEATING TO REMAIN - PROTECT DURING CONSTRUCTION - CONTRACTOR IS TO COORDINATE STORAGE WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING 8' DOUBLE GATE AND FENCING TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION VISITORS SIDE 8' SINGLE GATE AND BACKSTOP TO BE REMOVED EXISTING 5' GATE TO BE REMOVED EXISTING CHAIN LINK FENCING ALONG HOME AND VISITOR DUGOUTS - FENCING WITH PADS, AND LAWN TO BE REMOVED EXISTING LEFT FIELD LINE FENCING, 5' DOUBLE GATE, AND PAVING TO BE REMOVED EXISTING 5' FENCING TO REMAIN - STRAIGHT SECTION OF FENCING TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING FENCING, GATE AND ENTRY PAVING TO REMAIN - PROTECT DURING THE START OF CONSTRUCTION EXISTING FENCING WITH PADS, LAWN AND 8' SINGLE GATE TO BE REMOVED EXISTING JERSEY BARRIERS TO BE RELOCATED TO JV COMPLEX - SEE SITE LAYOUT PLAN G1.02 FOR FURTHER INFORMATION EXISTING BATTING TUNNEL TO BE PROTECTED - COORDINATE STORAGE WITH OWNER PRIOR TO THE START OF CONSTRUCTION EXISTING BATTING CAGES ( 2 ) ; 75' x 18' - TO BE REMOVED IN ITS ENTIRETY EXISTING 5' GATES ( 2 ) TO BE REMOVED EXISTING 23' BACKSTOP FENCING TO BE REMOVED * GENERAL NOTE ; SEE SITE DEMOLITION PLANS FOR FURTHER INFORMATION * GENERAL NOTE ; PAGE READS FROM TOP OF PAGE - RIGHT TO LEFT EXISTING 5' FENCING - RIGHT FIELD LINE TO BE REMOVED EXISTING 8' FENCING AND RIGHT FIELD FOUL POLE TO BE REMOVED HOME SITE DUGOUTS TO REMAIN - SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION HOME DUGOUT FENCING - BOTH HOME AND VISITORS SIDES TO BE REMOVED 23' BACKSTOP FENCING AND ( 2 ) 8' SINGLE GATES TO BE REMOVED EXISTING BLEACHERS TO REMAIN - PROTECT DURING CONSTRUCTION - CLEAN PRIOR TO THE CONCLUSION OF CONSTRUCTION EFFORTS EXISTING PRESS BOX - SEE ARCHITECTURAL DRAWING FOR FURTHER INFORMATION 40 1200 40 80 08/19/21 MATCH LINE (NORTH/SOUTH) 3 3 4 4 4 4 6 6 77 TBM#3 = 775.53 ADJOINER MODIFY EXISTING CONCRETE PAVED SWALE IN THIS AREA TO MATCH PROPOSED GRADES 3 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE GD1.06 30 900 30 60 DEMOLITION KEYNOTES 1. RELOCATE PORTION OF EXISTING ELECTRICAL LINE AS REQUIRED TO INSTALL PROPOSED STORM SEWER. 2. REMOVE EXISTING STORM DRAIN. 3. REMOVE PORTION OF EXISTING STORM PIPE WHICH INTERFERES WITH PROPOSED CONSTRUCTION. 4. PROTECT EXISTING FIBER OPTIC LINE TO REMAIN IN PLACE. 5. PROTECT EXISTING WATER PUMP TO REMAIN IN PLACE. 6. PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE. 7. PROTECT EXISTING LIGHT POLE TO REMAIN IN PLACE. 8. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 9. CONTRACTOR TO REMOVE EXISTING UNDERDRAIN SYSTEM LOCATED WITHIN THE VARSITY FIELD. 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 7. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. GENERAL NOTES SITE UTILITY DEMOLITION PLAN - NORTH DEMOLITION LEGEND APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL 08/19/21 8 MATCH LINE (NORTH/SOUTH) 1 1 2 3 4 4 5 7 7 7 7 7 7 8 4 4 9 9 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE GD1.07 30 900 30 60 DEMOLITION KEYNOTES 1. RELOCATE PORTION OF EXISTING ELECTRICAL LINE AS REQUIRED TO INSTALL PROPOSED STORM SEWER. 2. REMOVE EXISTING STORM DRAIN. 3. REMOVE PORTION OF EXISTING STORM PIPE WHICH INTERFERES WITH PROPOSED CONSTRUCTION. 4. PROTECT EXISTING FIBER OPTIC LINE TO REMAIN IN PLACE. 5. PROTECT EXISTING WATER PUMP TO REMAIN IN PLACE. 6. PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE. 7. PROTECT EXISTING LIGHT POLE TO REMAIN IN PLACE. 8. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 9. CONTRACTOR TO REMOVE EXISTING UNDERDRAIN SYSTEM LOCATED WITHIN THE VARSITY FIELD. 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 7. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. GENERAL NOTES SITE UTILITY DEMOLITION PLAN - SOUTHWEST DEMOLITION LEGEND APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL 08/19/21 8 MATCH LINE (NORTH/SOUTH) 1 1 2 3 4 5 7 7 7 3 3 3 2 8 4 4 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE GD1.08 SITE UTILITY DEMOLITION PLAN - SOUTHEAST 30 900 30 60 DEMOLITION KEYNOTES 1. RELOCATE PORTION OF EXISTING ELECTRICAL LINE AS REQUIRED TO INSTALL PROPOSED STORM SEWER. 2. REMOVE EXISTING STORM DRAIN. 3. REMOVE PORTION OF EXISTING STORM PIPE WHICH INTERFERES WITH PROPOSED CONSTRUCTION. 4. PROTECT EXISTING FIBER OPTIC LINE TO REMAIN IN PLACE. 5. PROTECT EXISTING WATER PUMP TO REMAIN IN PLACE. 6. PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE. 7. PROTECT EXISTING LIGHT POLE TO REMAIN IN PLACE. 8. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 9. CONTRACTOR TO REMOVE EXISTING UNDERDRAIN SYSTEM LOCATED WITHIN THE VARSITY FIELD. 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 7. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. GENERAL NOTES DEMOLITION LEGEND APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVAL 08/19/21 TBM#1 = 782.26 A110F: DECORATIVE RESINOUS FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31 A111F: DECORATIVE RESINOUSE FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31 REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH. A110 A111UPUP PRESSBOXA103 SEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT SEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT SEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEX SEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEX SEE ENLARGED G1.03 - SITE LAYOUT PLAN - VARSITY TURF FIELD INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! PROPOSED SITE LEGEND HEAVY DUTY ASPHALT PAVEMENT 6" CONCRETE SIDEWALK / PAD 4" MONOLITHIC WALK AND CURB 4" CONCRETE SIDEWALK 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 G1.0 OVERALL SITE PLAN SITE KEYNOTES REFURBISHED EXISTING STORAGE BUILDING; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION RENOVATED VARSITY BASEBALL FIELD DUGOUTS; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION NEW VARSITY BASEBALL COMPLEX PREFABRICATED PRESS BOX, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION NEW OUTBUILDING - RESTROOM ADDITION, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION NEW JUNIOR VARSITY BASEBALL COMPLEX BLEACHERS, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION NEW JUNIOR VARSITY BASEBALL FIELD HOME AND AWAY DUGOUTS, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION MASONRY ENTRY AND GATE, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION VICINITY MAP 40 1200 40 80 08/19/21 TBM#3 = 775.53 ADJOINER CONSULTANT CARMEL CLAY SCHOOLS WWW.FHAI.COM ARCHITECT 317-848-0966 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. CARMEL HIGH SCHOOL 5201 E MAIN STREET CARMEL, IN 46033 HARTMAN FIELD IMPROVEMENTS DESIGN DEVELOPMENT REV. NO. DESCRIPTION DATE PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 02/17/2021 DRAWN BY: EB PROJECT 220127.00 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. G1.01 SITE LAYOUT PLAN - NORTH PARKING LOT SEE ENLARGED PLAN G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEX INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! SITE KEYNOTES (DOTTEDHATCH)HEAVYDUTYASPHALTPAVEMENTWITHPETROMATENVIRO PAVINGFABRIC- INSTALLPERMANUF.GUIDANCEANDRECOMMENDATIONS, SEEDETAIL#13SHTG4.0 STANDARDCONCRETECURBING/RETAININGCURBWALL;VARIESINHEIGHT, SEECIVILDRAWINGSANDDETAIL#14SHTG4.OFORFURTHERINFORMATION (HONEYCOMBHATCH)4"CONCRETEWALK,SEEDETAILS#3, #7&#9SHTG4.0 MONOLITHICCURBANDWALK,SEEDETAIL#1SHTG4.0 ADAACCESSIBLECURBRAMPTYPE "A",SEEDETAIL#12SHTG4.0 (NEW )WALKTOEXISTINGWALK,SEEDETAILS#2&#8SHTG4.0 EXISTING ACCESSIBLE RAMP TO REMAIN , PROTECT DURING CONSTRUCTION EXISTING ASPHALT PAVING TO REMAIN , PROTECT DURING CONSTRUCTION EXISTING LAWN; SEE L1.0 FOR FURTHER INFORMATION CURB TAPER, SEE DETAIL #17 SHT. G4.0 EXISTING VARSITY SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION SEE DETAIL #15 & #16 SHT. G4.0 (NEW) STOP SIGNS (2) (NEW) 8' ORNAMENTAL FENCING, SEE ARCHITECTURAL DRAWINGS AND DETAIL #11 SHT G4.0 FOR FURTHER INFORMATION 1' WIDE x12'+/- LONG WHITE PAINTED STOP BAR 4" WIDE WHITE PAINTED LINE, TYP AT CAR 9X20 +/- PARKING SPACES AND ADA PARKING SPACES CJ -TYPICAL CONTRACTION JOINS, SEE DETAILS #6 & #7 SHT G4.0 EJ - TYPICAL EXPANSION JOINTS, SEE DETAILS #6 & #7 SHT G4.0 ACCESSIBLE CROSSWALK: 4" BLUE PAINTED DIAGONAL LINES, SEE DETAIL #10 SHT G4.O (NEW) MASONRY COLUMN ENTRY AND FENCING, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FENCING TO REMAIN, PROTECT DURING THE START OF CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION NEW 8' CHAIN LINK FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH EX. TYP, SEE DETAILS #4, #6, & #7 SHT G4.01 AND PROJECT MANUAL FOR FUTHER INFORMATION NEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 NEW 5'-7" HIGH MACRO BOX SLIDE GATE; COLOR (BLACK), 50' MAX OPENING, BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF. WRITTEN RECOMMENDATIONS. PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5B SHT. G4.02 FOR GATE NEW 8' HIGH SINGLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 NEW 5' HIGH FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH EXISTING, SEE DETAILS #4, #6 & #7 SHT G4.01 AND PROJECT MANUAL FOR FURTHER INFORMATION NEW 5' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING FOUL LINE POLES; (1) LEFT FIELD FOUL POLE TO BE CLEANED, REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSED OF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FOUL POLE PER DETAIL #3 G4.02 (NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING ATTACHED TO EXISTING BACKSTOP FENCING, SEE DETAIL #6 & #7 SHT G4.01 (NEW) TENSION NETTING SYSTEM AND ACCESSORIES; 40' HIGH x 80' LONG NETTING. TENSION NETTING SYSTEM FOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURES RECOMMENDATIONS. HEAVY DUTY PAVEMENT AT EXISTING PAVING, SEE DETAIL #18 SHT G4.0 RELOCATED EX. CONCRETE JERSEY BARRIER STOCKPILE PITS (9+/-). (2) CANTILEVER BATTING TUNNELS; STANDARD BLACK POWDER COATED FINISH - 75' LENGTH - END BAY WIDTH 20'-11" - MIDDLE BAY WIDTH @ 18'-9" - INSTALL PER MANUF. GUIDANCE AND RECONMONDATIONS. BATTING CAGE FOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUF. RECOMMENDATIONS. EXISTING CONCRETE PADS TO REMAIN- CLEAN AND REPAIR AS NEEDED, PROTECT EXISTING CONCRETE PADS DURING THE START OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02 (CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0 PARKING BUMPERS: PROVIDE PRECAST CONCRETE PARKING BUMPERS - 6' IN LENGTH IN SPECIFIED ( YELLOW ) AND ( HANDICAPPED BLUE ) IN QUANTITIES AND WITHIN SPECIFIED LOCATIONS AS NOTED ON DRAWINGS. EACH PARKING BUMPER IS TO BE INSTALLED ON AT-GRADE OF ASPHALT PAVEMENT - AND SHOULD BE MANUFACTURED WITH TWO HOLES TO ACCOMMODATE THE INSTALLATION OF REBAR, SEE PROJECT MANUAL FOR FURTHER INFORMATION. TYPICAL CONCRETE STOOP: SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION ( 6 TOTAL ) SIX SPACE BIKE RACKS SHALL BE ORIGINAL APEX "INVERTED U" BIKE PARKING WITH EMBEDMENT TYPE INSTALLATION AS MANUF. BY SITESCAPES 402-421-9479 IN COLOR AND FINISH AS SELECTED BY ARCHITECT ( BLACK ) TYP, SEE DETAIL #19 SHT. G4.0 NEW 7'-7" TALL , 46' MAX OPENING, MACRO BOX SLIDE GATE BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF. WRITTEN RECOMMENDATIONS, COLOR IS TO MATCH EXISTING FENCING ( BLACK ). PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5A SHT. G4.02 FOR GATE NEW KNOX LOCK BOXES (3 TOTAL); PROVIDE ( 1 ) KNOX LOCK BOX AT SPECIFIED GATE LOCATION SEE SU1.02 FOR SANITARY CONNECTION EXISTING CONCRETE PAVING TO REMAIN, PROTECT DURING CONSTRUCTION EXISTING FENCING TO REMAIN, PROTECT DURING CONSTRUCTION PROPOSED SITE LEGEND HEAVY DUTY ASPHALT PAVEMENT 6" CONCRETE SIDEWALK / PAD 4" MONOLITHIC WALK AND CURB 4" CONCRETE SIDEWALK PARKING SUMMARY 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES 30 900 30 60 VICINITY MAP 08/19/21 A110A1111 1 2 3 SITE KEYNOTES (DOTTEDHATCH)HEAVYDUTYASPHALTPAVEMENTWITHPETROMATENVIRO PAVINGFABRIC- INSTALLPERMANUF.GUIDANCEANDRECOMMENDATIONS, SEEDETAIL#13SHTG4.0 STANDARDCONCRETECURBING/RETAININGCURBWALL;VARIESIN HEIGHT, SEECIVILDRAWINGSANDDETAIL#14SHTG4.OFORFURTHERINFORMATION (HONEYCOMBHATCH)4"CONCRETEWALK,SEEDETAILS#3, #7&#9SHTG4.0 MONOLITHICCURBANDWALK,SEEDETAIL#1SHTG4.0 ADAACCESSIBLECURBRAMPTYPE "A",SEEDETAIL#12SHTG4.0 (NEW )WALKTOEXISTINGWALK,SEEDETAILS#2&#8SHTG4.0 EXISTING ACCESSIBLE RAMP TO REMAIN , PROTECT DURING CONSTRUCTION EXISTING ASPHALT PAVING TO REMAIN , PROTECT DURING CONSTRUCTION EXISTING LAWN; SEE L1.0 FOR FURTHER INFORMATION CURB TAPER, SEE DETAIL #17 SHT. G4.0 EXISTING VARSITY SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION SEE DETAIL #15 & #16 SHT. G4.0 (NEW) STOP SIGNS (2) (NEW) 8' ORNAMENTAL FENCING, SEE ARCHITECTURAL DRAWINGS AND DETAIL #11 SHT G4.0 FOR FURTHER INFORMATION 1' WIDE x12'+/- LONG WHITE PAINTED STOP BAR 4" WIDE WHITE PAINTED LINE, TYP AT CAR 9X20 +/- PARKING SPACES AND ADA PARKING SPACES CJ -TYPICAL CONTRACTION JOINS, SEE DETAILS #6 & #7 SHT G4.0 EJ - TYPICAL EXPANSION JOINTS, SEE DETAILS #6 & #7 SHT G4.0 ACCESSIBLE CROSSWALK: 4" BLUE PAINTED DIAGONAL LINES, SEE DETAIL #10 SHT G4.O (NEW) MASONRY COLUMN ENTRY AND FENCING, SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FENCING TO REMAIN, PROTECT DURING THE START OF CONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATION NEW 8' CHAIN LINK FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH EX. TYP, SEE DETAILS #4, #6, & #7 SHT G4.01 AND PROJECT MANUAL FOR FUTHER INFORMATION NEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 NEW 5'-7" HIGH MACRO BOX SLIDE GATE; COLOR (BLACK), 50' MAX OPENING, BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF. WRITTEN RECOMMENDATIONS. PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5B SHT. G4.02 FOR GATE NEW 8' HIGH SINGLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 NEW 5' HIGH FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCH EXISTING, SEE DETAILS #4, #6 & #7 SHT G4.01 AND PROJECT MANUAL FOR FURTHER INFORMATION NEW 5' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHT G4.02 EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION EXISTING FOUL LINE POLES; (1) LEFT FIELD FOUL POLE TO BE CLEANED, REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSED OF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FOUL POLE PER DETAIL #3 G4.02 (NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING ATTACHED TO EXISTING BACKSTOP FENCING, SEE DETAIL #6 & #7 SHT G4.01 (NEW) TENSION NETTING SYSTEM AND ACCESSORIES; 40' HIGH x 80' LONG NETTING. TENSION NETTING SYSTEM FOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURES RECOMMENDATIONS. HEAVY DUTY PAVEMENT AT EXISTING PAVING, SEE DETAIL #18 SHT G4.0 RELOCATED EX. CONCRETE JERSEY BARRIER STOCKPILE PITS (9+/-). (2) CANTILEVER BATTING TUNNELS; STANDARD BLACK POWDER COATED FINISH - 75' LENGTH - END BAY WIDTH 20'-11" - MIDDLE BAY WIDTH @ 18'-9" - INSTALL PER MANUF. GUIDANCE AND RECONMONDATIONS. BATTING CAGE FOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUF. RECOMMENDATIONS. EXISTING CONCRETE PADS TO REMAIN- CLEAN AND REPAIR AS NEEDED, PROTECT EXISTING CONCRETE PADS DURING THE START OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02 (CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0 PARKING BUMPERS: PROVIDE PRECAST CONCRETE PARKING BUMPERS - 6' IN LENGTH IN SPECIFIED ( YELLOW ) AND ( HANDICAPPED BLUE ) IN QUANTITIES AND WITHIN SPECIFIED LOCATIONS AS NOTED ON DRAWINGS. EACH PARKING BUMPER IS TO BE INSTALLED ON AT-GRADE OF ASPHALT PAVEMENT - AND SHOULD BE MANUFACTURED WITH TWO HOLES TO ACCOMMODATE THE INSTALLATION OF REBAR, SEE PROJECT MANUAL FOR FURTHER INFORMATION. TYPICAL CONCRETE STOOP: SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION ( 6 TOTAL ) SIX SPACE BIKE RACKS SHALL BE ORIGINAL APEX "INVERTED U" BIKE PARKING WITH EMBEDMENT TYPE INSTALLATION AS MANUF. BY SITESCAPES 402-421-9479 IN COLOR AND FINISH AS SELECTED BY ARCHITECT ( BLACK ) TYP, SEE DETAIL #19 SHT. G4.0 NEW 7'-7" TALL , 46' MAX OPENING, MACRO BOX SLIDE GATE BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF. WRITTEN RECOMMENDATIONS, COLOR IS TO MATCH EXISTING FENCING ( BLACK ). PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOP DETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5A SHT. G4.02 FOR GATE NEW KNOX LOCK BOXES (3 TOTAL); PROVIDE ( 1 ) KNOX LOCK BOX AT SPECIFIED GATE LOCATION SEE SU1.02 FOR SANITARY CONNECTION EXISTING CONCRETE PAVING TO REMAIN, PROTECT DURING CONSTRUCTION EXISTING FENCING TO REMAIN, PROTECT DURING CONSTRUCTION PROPOSED SITE LEGEND HEAVY DUTY ASPHALT PAVEMENT 6" CONCRETE SIDEWALK / PAD 4" MONOLITHIC WALK AND CURB 4" CONCRETE SIDEWALK 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT ADDENDUM #1 6/01/20211 DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 ADDENDUM #2 6/07/20212 ADDENDUM #3 6/11/20213 G1.02 SITE LAYOUT PLAN - BASEBALL COMPLEXES 30 900 30 60 VICINITY MAP SEE ENLARGED PLAN G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT 08/19/21 57'-0"UP6'-5 1/2" 6'-3"ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITECT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 G1.03 VARSITY BASEBALL FIELD TURF LAYOUT PLAN 30 900 30 60 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES CONSTRUCT 6" X 18" DEEP REINFORCED CONCRETE CURB AND 2X4" TREATED NAILER STRIP AROUND PERIMETER OF SYNTHETIC TURF. SEE DETAIL #2 SHT G4.01. (WITHIN DOTTED HATCH) INSTALL STANDARD GREEN PLAYING FIELD SYNTHETIC TURF WITH SAND/ECOFILL ( BROWN ) MATERIAL MIX IN LIGHT SHADED AREAS AS NOTED ON SHT G1.04 GRAPHIC PLAN - OVER 6" MIN. FREE DRAINING AGGREGATE. SEE DETAILS #2 & #3 SHT G4.01 FOR TURF SYSTEM (WITHIN DARK SHADED AREAS) INFIELD AND SKINNED AREAS; INSTALL TAN SYNTHETIC TURF WITH 1 34" PILE HEIGHT OF SAND/ECOFILL ( BROWN ) MATERIAL MIX IN DARK SHADED AREAS AS NOTED ON SHT G1.04 GRAPHIC PLAN - OVER 6" MIN. FREE DRAINING AGGREGATE. SEE DETAIL #2 G4.01 FOR TURF SYSTEM INSTALL TAN WARNING TRACK SYNTHETIC TURF WITH 1 34" PILE HEIGHT OF SAND/WALNUT GROUNDS INFILL IN DARK SHADED AND HATCHED AREAS AS NOTED ON SHT G1.04 GRAPHIC PLAN OVER 6" MIN. FREE DRAINING AGGREGATE, SEE DETAILS #2 & #3 G4.01 FOR TURF SYSTEM INSTALL WHITE SYNTHETIC TURF BASELINE AND HOMEPLATE SYNTHETIC TURF MARKINGS AS NOTED AND AS PER NFHS GUIDELINES. INSTALL REMOVABLE SHP-RBA-SCHUTT BURY-ALL HOME PLATE OVER SYNTHETIC TURF PERMANENT MARKINGS - INSTALL SHBBP-44-SHUTT GROUND ANCHOR MOUNTS AS MANUF. BY SPORTSFIELD SPECIALTIES 312-933-9680, SEE DETAIL #10 SHT G4.01, DETAILS #2 & #8 SHT G4.02 INSTALL WHITE SYNTHETIC SURFACING PERMANENT BASES IN LOCATIONS AND AS REQUIRED BY NFHS GUIDELINES. INSTALL REMOVABLE SHBBPL-SCHUTT JACK CORBETT MLB HOLLYWOOD BASES - INSTALL SHBBP-44-SHUTT GROUND ANCHOR MOUNTS AS MANUF. BY SPORTSFIELD SPECIALTIES 312-99-9680 , SEE DETAIL #5 SHT G4.01 AND DETAIL #9 G4.02 - INSTALL PER MANUF. RECOMMENDATIONS INSTALL PORTABLE PITCHERS MOUND WITH PITCHING RUBBER IN LOCATIONS AS NOTED. PORTABLE PITCHING MOUNDS SHALL BE PPGIT (LGPRTPTCH-GR-SYN) "PORTA-PITCH" AS MANUF. BY SPORTSFIELD SPECIALTIES 312-933-9680 OR THE "PERFECT MOUND" #330-920-019 AS MANUFACTURED BY BEACON ATHLETICS 800-747-5985. SYNTHETIC TURF IS TO MATCH INFIELD AND SKINNED AREAS WITH 1 3 4" PILE HEIGHT OF SAND/ECOFILL ( BROWN ) MATERIAL MIX, SEE DETAIL #7 G4.02 INSTALL PORTABLE DOUBLE BULLPEN MOUNDS WITH PITCHING RUBBER PER NFHS GUIDELINES. SYNTHETIC TURF IS TO MATCH INFIELD AND SKINNED AREAS WITH 1 34" PILE HEIGHT OF SAND/ECOFILL ( BROWN ) MATERIAL MIX, SEE DETAIL #9 SHT G4.01, AND DETAIL #1 G4.02 (CONCRETE HATCH) IN LOCATIONS WHERE NEW SIDEWALK AND FENCING ABUTS SYNTHETIC TURF THICKEN CONCRETE SLAB TO 8 x 18 FOR ATTACHMENT OF NAILER BOARD. SEE DETAIL #3 SHT G4.01 EXISTING FENCING TO REMAIN TYP. CONTRACTOR IS TO COORDINATE REMOVAL, STORAGE AND RE-INSTALL OF EXISTING ( BLUE ) WINDSCREEN FENCE COVER WITH OWNER PRIOR TO THE START OF CONSTRUCTION CARMEL GREYHOUNDS FIELD LOGO IN COLOR AND SIZE AS SELECTED BY OWNER, SEE DETAIL #11 G4.01 (MAGENTA DASH DOT LINE) NFHS REGULATED TURF BASEBALL FIELD LAYOUT, SEE G1.03 BASEBALL FIELD DIMENSIONS AND FIELD DIMENSIONS KEY FOR FURTHER INFORMATION, SEE DETAIL #9 G4.01 FOR FURTHER INFORMATION 4" WIDE WHITE TUFTED SYNTHETIC FABRIC STRAIGHT POLE TO POLE TENSION NET SYSTEM ; @ 40' H X 80' LONG : TNPPSG - CUSTOM POLE TO POLE TENSION NETTING SYSTEM AS MANUF. BY SPORTSFIELD SPECIALTIES 312-933-9680, SYSTEM INCLUDES POWDER COATED BLACK STEEL POLES WITH WELDED TABS, CABLING, HARDWARE PER DRAWINGS AND SPECIFICATIONS AND BLACK #36 NYLON NETTING WITH 1-3/4" SQUARE MESH AND ROPE BOUND PERIMETER - INSTALL PER MANUF. RECOMMENDATIONS. TENSION NETTING SYSTEM FOUNDATIONS ARE TO BE CONSTRUCTED PER MANUF. RECOMMENDATIONS. MASONRY BACKSTOP ; INSTALL TNPPUC - CUSTOM POLE TO POLE TENSION NETTING SYSTEM, INCLUDES POWDER COATE BLACK STEEL POLES WITH WELDED TABS, CABLING, HARDWARE PER DRAWINGS AND SPECIFIECATIONS AND BLACK ULTRA CROSS KNOTLESS DYNEEMA NETTING WITH 1-3/4" SQUARE MESH AND A ROPE BOUND PERIMETER WITHIN MASONRY BACKSTOP WALL .TENSION NETTING SYSTEM FOUNDATIONS ARE TO BE CONSTRUCTED PER MANUF. RECOMMENDATIONS, SEE DETAIL #1 SHT G4.01 AND ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION EXISTING FOUL POLES ( 2 ); LEFT FIELD LINE EXISTING FLAGPOLE - CLEAN, REPAINT AND MAKE LIKE NEW TO MATCH EXISTING (FLUORESCENT YELLOW) COLOR. RIGHT FIELD EXISTING FLAGPOLE TO BE DEMOLISHED AND DISPOSED OF LEGALLY OFF SITE - PROVIDE NEW FLAGPOLE PER DETAIL #3 G4.02 PLYO TRAINING WALL; TO BE PROVIDED AND INSTALLED BY OWNER - COORDINATE INSTALLATION WITH OWNER PRIOR TO CONSTRUCTION NEW 5' CHAIN LINK FENCING WITH YELLOW FENCING CAP, SEE DETAIL #8 SHT G4.01 * GENERAL NOTE - PROVIDE ALTERNATE FOR SHOCKPAD, SEE PROJECT MANUAL FOR FURTHER INFORMATION * GENERAL NOTE - IF ALTERNATE SHOCKPAD IS SELECTED - SYNTHETIC TURF INFILL RATIO IS TO BE 70% SAND ( 3 LBS ) / 30% 'ECOFILL' ( 2 LBS ) 97'-3" 66'-5" 320'-0" 390'-0" 18'-1" 13'-0" 6'-0" 3'-0" Hartman Field - Varsity Baseball Complex VICINITY MAP 08/19/21 8A1.05UP6'-5 1/2"6'-3"ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITECT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 G1.04 VARSITY BASEBALL FIELD TURF GRAPHIC PLAN SITE KEYNOTES HOME PLATE; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION PERMANENT BASE MARKINGS; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION FOUL LINES; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION INFIELD AND SKINNED AREAS; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION WARNING TRACK; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION INFIELD LAWN AND OUTFIELD LAWN; ALTERNATING STANDARD GREEN & DARK GREEN SYNTHETIC TURF COLOR PANELS, SEE SHT G1.03 FOR FURTHER INFORMATION SIDELINE AREAS; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION STANDARD GREEN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION REPLACEABLE VELCRO BATTERS/CATCHERS BOXES; WITH TAN SYNTHETIC TURF COLOR WITH WHITE OUTLINING, SEE SHT G1.03 FOR FURTHER INFORMATION DOUBLE BULLPEN PORTA-PITCH SYNTHETIC MOUND SYSTEM; TAN SYNTHETIC TURF COLOR TO MATCH INFIELD AND SKINNED AREAS, SEE SHT G1.03 FOR FURTHER INFORMATION BULLPEN BATTING BOX; TAN SYNTHETIC TURF COLOR WITH WHITE OUTLINE, SEE SHT G1.03 FOR FURTHER INFORMATION CARMEL GREYHOUNDS FIELD LOGO; SEE SHT G1.03 FOR FURTHER INFORMATION REPLACEABLE 2ND AND 3RD BASE SLIDING LANES; VELCRO SYNTHETIC TURF PIECE - TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION REPLACEABLE 1ST BASE LEAD OFF ZONE; VELCRO SYNTHETIC TURF PIECE - TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION PERMANENT PITCHING CIRCLE; 4" WHITE OUTLINE WITH TAN SYNTHETIC TURF COLOR WITHIN CIRCLE, SEE SHT G1.03 FOR FURTHER INFORMATION BATTING CAGE ARTIFICIAL TURF; STANDARD GREEN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATION TUFTED ON DECK CIRCLE MARKING; 4" WHITE SYNTHETIC TURF, SEE SHT G1.03 FOR FURTHER INFORMATION RENOVATED DUGOUTS; SEE ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION NEW 5' FENCING WITH ACCESSORIES, HARDWARE AND CORRUGATED YELLOW FENCE CAP 20 600 20 40 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES VICINITY MAP 08/19/21 TBM#2 = 791.71 TBM#3 = 775.53 ADJOINER TBM#1 = 782.26 ADJOINER ADJOINER ADJOINER TBM#4 = 779.85 TBM#2 = 781.44 E. MAI N STREET 1 2 WTR SAN WTR WTR SAN SANWTR SAN SAN SANWT RST-108 ST-102 ST-104 ST-103 ST-107 ST-112 ST-105 ST-113 ST-109 ST-111 ST-101 ST-110 ST-106 ST-114 ST-108A CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS BUILDING INFORMATION FINISH FLOOR ELEV.= 779.75 MIN. LOWEST ADJACENT GRADE = 779.25 MIN. FLOOD PROTECTION GRADE = 778.52 EAST BASIN PROPOSED CONDITIONS CONTRIBUTING DRAINAGE AREA = 13.83 10 YR. DISCHARGE = 10.72 CFS 10 YR. STAGE ELEV.= 774.85 10 YR. STORAGE VOLUME = 0.77 AC/FT 100 YR. DISCHARGE = 12.14 CFS 100 YR. STAGE ELEV.= 776.52 100 YR. STORAGE VOLUME REQUIRED = 2.30 AC/FT 100 YR. STORAGE VOLUME PROVIDED = 6.0 AC/FT UNDERGROUND DETENTION CHAMBERS (SC-740) CONTRIBUTING DRAINAGE AREA = 3.16 ACRES MINIMUM FINISH GRADE ELEV. = 783.00 TOP OF STONE = 782.50 TOP OF CHAMBERS = 781.50 BOTTOM OF CHAMBERS = 779.00 BOTTOM OF STONE = 778.50 21 ROWS OF 27 CHAMBERS = 47,355 CFT. 10 YR. DISCHARGE = 1.02 CFS 10 YR. STAGE ELEV.= 780.06 10 YR. STORAGE VOLUME = 0.49 AC/FT 100 YR. DISCHARGE = 2.03 CFS 100 YR. STAGE ELEV.= 781.20 100 YR. STORAGE VOLUME REQUIRED = 0.85 AC/FT 100 YR. STORAGE VOLUME PROVIDED = 1.09 AC/FT WEST BASIN PROPOSED CONDITIONS CONTRIBUTING DRAINAGE AREA = 17.29 10 YR. DISCHARGE = 7.08 CFS 10 YR. STAGE ELEV.= 777.13 10 YR. STORAGE VOLUME = 0.83 AC/FT 100 YR. DISCHARGE = 7.49 CFS 100 YR. STAGE ELEV.= 779.14 100 YR. STORAGE VOLUME REQUIRED = 3.07 AC/FT 100 YR. STORAGE VOLUME PROVIDED = 3.07 AC/FT 2 2 3 3 3 3 3 2 ST-202ST-201 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 EXIST. STORAGE BUILDING (WEST SIDE) FINISH FLOOR ELEV.= 782.20 PROPOSED RESTROOM BUILDING (EAST SIDE) FINISH FLOOR ELEV.= 780.87 4 OVERTOPPING FLOOD ELEVATION: 780.50± OVERTOPPING FLOOD ELEVATION: 782.50± OVERTOPPING FLOOD ELEVATION: 778.50± OVERTOPPING FLOOD ELEVATION: 781.10± CARMEL SCHOOL ARM OF THE UG MITCHNER DRAIN 30.0' 30.0' 30' REGULATED DRAINAGE EASEMENT BENCHMARKS: 60 1800 60 120 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! G2.0 OVERALL GRADING PLAN 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. THE MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. GENERAL NOTES CONSULTANT Carmel Clay Schools WWW.FHAI.COM ARCHITECT 317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTSNOT FOR CONSTRUCTIONConstruction Documents REV. NO. DESCRIPTION DATE TAC SUBMITTAL 02/17/2021A PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: March 1, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 GRADING PLAN LEGEND EXISTING SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB BOTTOM OF CURB EDGE OF PAVEMENT FLOWLINE EXISTING CONTOUR W/ ELEVATION PROPOSED CONTOUR W/ ELEVATION PROPOSED SPOT ELEVATION PROPOSED SURFACE DRAINAGE FLOW ARROW FLOOD ROUTING PATH 100-YEAR OVERFLOW PATHS/PONDING AREAS MEG TC BC EP 750.65 FL USGS BENCHMARK INFORMATION GRADING KEYNOTES 1. CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE ON LOW SPOT REGRADING. FINAL AREAS TO BE DETERMINED PRIOR TO CONSTRUCTION. SOD TO BE STRIPPED PRIOR TO GRADING ACTIVITY. 2. PROPOSED SWALE @ 1.0% MIN. SLOPE 3. BOTTOM OF DRY BASIN @ 1.0% MIN. SLOPE 4. FLOOD ROUTING PATH FROM THE PROJECT SITE WHEN THE 100 YEAR FLOOD IS EXCEEDED. 08/19/21 TBM#3 = 775.53 MATCH LINE (NORTH/SOUTH) ST-105 RIM. = 780.00 ST-108 RIM. = 784.24 ST-106 RIM. = 778.90 ST-110 INV. 777.76 (W) ST-114 INV. 775.00 (W)ST-107 RIM. = 780.89 ST-109 RIM. = 780.80 ST-112 RIM. = 780.44 ST-111 RIM. = 778.56 781.06 TC 780.96 BC 780.46 779.60779.33 780.96 779.60 779.60 779.50 MEG 779.80 780.04 780.91 MEG 779.53 MEG 779.67 TC 780.96 BC 780.46 TC 780.39 BC 779.89780.49 781.06 781.06 781.06 780.95 TC 780.96 BC 780.46 TC 780.96 BC 780.46 781.06 781.06 MEG 780.47 MEG 781.21 ST-113 RIM. = 780.17 MODIFY EXISTING CONCRETE PAVED SWALE IN THIS AREA TO MATCH PROPOSED GRADES UNDERGROUND DETENTION CHAMBERS (SC-740) ST-108A 1 TC 780.96 BC 780.46 TC 780.96 BC 780.46 780.46780.46 MEG 780.30 MEG 780.22 MEG 779.86 MEG 779.80 780.33 780.45 MEG 779.71 MEG 779.65 MEG 779.53 FL 779.022 3 3 3 3 FL 773.55 FL 776.82 FL 771.50 FL 777.76 EAST BASIN PROPOSED CONDITIONS CONTRIBUTING DRAINAGE AREA = 13.83 10 YR. DISCHARGE = 10.72 CFS 10 YR. STAGE ELEV.= 774.85 10 YR. STORAGE VOLUME = 0.77 AC/FT 100 YR. DISCHARGE = 12.14 CFS 100 YR. STAGE ELEV.= 776.52 100 YR. STORAGE VOLUME = 2.30 AC/FT WEST BASIN PROPOSED CONDITIONS CONTRIBUTING DRAINAGE AREA = 17.29 10 YR. DISCHARGE = 7.08 CFS 10 YR. STAGE ELEV.= 777.13 10 YR. STORAGE VOLUME = 0.83 AC/FT 100 YR. DISCHARGE = 7.49 CFS 100 YR. STAGE ELEV.= 779.14 100 YR. STORAGE VOLUME = 3.07 AC/FT BUILDING INFORMATION FINISH FLOOR ELEV.= 779.75 MIN. LOWEST ADJACENT GRADE = 779.25 MIN. FLOOD PROTECTION GRADE = 778.52 781.13 780.81 780.74 BENCHMARKS: INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! G2.01 GRADING PLAN - NORTH ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE USGS BENCHMARK INFORMATION 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES GRADING PLAN LEGEND EXISTING SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB BOTTOM OF CURB TOP OF WALL BOTTOM OF WALL FINISH FLOOR FLOWLINE EXISTING CONTOUR W/ ELEVATION PROPOSED CONTOUR W/ ELEVATION PROPOSED SPOT ELEVATION PROPOSED SURFACE DRAINAGE FLOW ARROW MEG TC BC FF 750.65 FL TW BW GRADING KEYNOTES 1. CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE ON LOW SPOT REGRADING. APPROXIMATE AREAS HAVE BEEN DELINEATED WITHIN THE JV OUTFIELD. FINAL AREAS TO BE DETERMINED PRIOR TO CONSTRUCTION. SOD TO BE STRIPPED PRIOR TO GRADING ACTIVITY. 2. PROPOSED SWALE @ 1.0% MIN. SLOPE 3. BOTTOM OF DRY BASIN @ 1.0% MIN. SLOPE 08/19/21 MATCH LINE (NORTH/SOUTH) WTR SAN WTR WTR SAN SAN WTR SAN SAN SANWT R ST-103 RIM. = 780.05 ST-101 INV. 777.83 (N) ST-104 RIM. = 778.96 779.80 780.15 780.15 779.87 779.81 781.79 781.59 781.21 781.63 780.05 779.86 779.86780.05 780.05 780.05 779.68 779.60 784.75 784.43 BW 779.44 784.25 784.77 784.06 783.85 UNDERGROUND DETENTION CHAMBERS (SC-740) CHAMBER AREA = 196' x 102' MINIMUM FINISH GRADE ELEV. = 783.00 TOP OF STONE = 782.50 TOP OF CHAMBERS = 781.50 BOTTOM OF CHAMBERS = 779.00 BOTTOM OF STONE = 778.50 21 ROWS OF 27 CHAMBERS = 47,355 CFT. CONTRIBUTING DRAINAGE AREA = 3.16 ACRES 10 YR. DISCHARGE = 1.02 CFS 10 YR. STAGE ELEV.= 780.06 10 YR. STORAGE VOLUME = 0.49 AC/FT 100 YR. DISCHARGE = 2.03 CFS 100 YR. STAGE ELEV.= 781.20 100 YR. STORAGE VOLUME = 0.85 AC/FT MEG 783.15 MEG 784.39 782.90 MEG 784.13 1 1 779.30 779.20 TW 781.27 781.27 BW 779.33 TW 781.27 ST-102 RIM. = 781.90 780.15BW 780.31 BW 780.34 TW 781.27 TW 781.27 BW 779.79 TW 781.27 779.60 BW 779.49 TW 781.27 BW 780.42 BW 780.60TW 782.75 TW 781.27 BW 781.00TW 782.75 BW 781.49 BW 782.18 TW 782.90 TW 783.04 BW 782.02 782.00 782.18 FF 782.20 FF 782.20 FF 780.87FF 780.87 781.30 780.85 780.33 780.75 780.75 780.54 781.79 TW 783.10783.10 782.71 784.71 784.64784.70 784.84 784.77 784.44 MEG 784.49 MEG 784.34 MEG 784.10 MEG 784.71 784.78 MEG 784.80 MEG 784.91 MEG 784.71 MEG 784.90 784.99 784.66 784.74 784.70 784.78 784.80 784.80 784.69 784.69 MEG 784.68 784.73 780.26 779.83 FL 778.80 785.78 784.95 784.95 784.95 784.95 784.81 784.70 784.81 784.70 784.70 784.81 FL 784.07 2 2 2 FL 777.83FL 777.83 EXIST. STORAGE BUILDING (WEST SIDE) FINISH FLOOR ELEV.= 782.20 PROPOSED RESTROOM BUILDING (EAST SIDE) FINISH FLOOR ELEV.= 780.87 FL 781.17 FL 781.90 MEG 786.70MEG 786.70 784.20784.30 784.35 784.32 ST-202 INV. 781.17 (W)ST-201 INV. 781.90 (E) BENCHMARKS: INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! USGS BENCHMARK INFORMATION ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.02 GRADING PLAN - SOUTHWEST 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES GRADING PLAN LEGEND EXISTING SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB BOTTOM OF CURB TOP OF WALL BOTTOM OF WALL FINISH FLOOR FLOWLINE EXISTING CONTOUR W/ ELEVATION PROPOSED CONTOUR W/ ELEVATION PROPOSED SPOT ELEVATION PROPOSED SURFACE DRAINAGE FLOW ARROW MEG TC BC FF 750.65 FL TW BW GRADING KEYNOTES 1. CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE ON LOW SPOT REGRADING. APPROXIMATE AREAS HAVE BEEN DELINEATED WITHIN THE JV OUTFIELD. FINAL AREAS TO BE DETERMINED PRIOR TO CONSTRUCTION. SOD TO BE STRIPPED PRIOR TO GRADING ACTIVITY. 2. PROPOSED SWALE @ 1.0% MIN. SLOPE 3. BOTTOM OF DRY BASIN @ 1.0% MIN. SLOPE 08/19/21 1 MATCH LINE (NORTH/SOUTH) WTR WTR SAN SANWTR ST-103 RIM. = 780.05 ST-101 INV. 777.83 (N) ST-104 RIM. = 778.96 779.80 780.15 780.15 779.87 779.81 781.79 781.59 779.61 779.60 781.21 781.63 780.05 779.86 779.86780.05 780.05 780.05 779.68 779.60 779.51 BW 779.44 784.25 784.06 783.85 UNDERGROUND DETENTION CHAMBERS (SC-740) CHAMBER AREA = 196' x 102' MINIMUM FINISH GRADE ELEV. = 783.00 TOP OF STONE = 782.50 TOP OF CHAMBERS = 781.50 BOTTOM OF CHAMBERS = 779.00 BOTTOM OF STONE = 778.50 21 ROWS OF 27 CHAMBERS = 47,355 CFT. CONTRIBUTING DRAINAGE AREA = 3.16 ACRES 10 YR. DISCHARGE = 1.02 CFS 10 YR. STAGE ELEV.= 780.06 10 YR. STORAGE VOLUME = 0.49 AC/FT 100 YR. DISCHARGE = 2.03 CFS 100 YR. STAGE ELEV.= 781.20 100 YR. STORAGE VOLUME = 0.85 AC/FT 782.90 1 1 1 1 1 1 1 779.30 779.20 TW 781.27 781.27 BW 779.33 TW 781.27 ST-102 RIM. = 781.90 780.15BW 780.31 BW 780.34 TW 781.27 TW 781.27 BW 779.79 TW 781.27 779.60 BW 779.49 TW 781.27 BW 780.42 BW 780.60TW 782.75 TW 781.27 BW 781.00TW 782.75 BW 781.49 BW 782.18 TW 782.90 TW 783.04 BW 782.02 782.00 782.18 FF 782.20 FF 782.20 FF 780.87FF 780.87 781.30 780.85 780.33 780.75 780.75 780.54 781.79 TW 783.10783.10 782.71 780.26 779.83 FL 778.80 779.75 784.70 784.70 2 2 3 FL 778.99 FL 777.83FL 777.83 3 EXIST. STORAGE BUILDING (WEST SIDE) FINISH FLOOR ELEV.= 782.20 PROPOSED RESTROOM BUILDING (EAST SIDE) FINISH FLOOR ELEV.= 780.87 FL 781.17 MEG 786.70 784.20 784.32 ST-202 INV. 781.17 (W) BENCHMARKS: INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! USGS BENCHMARK INFORMATION ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.03 GRADING PLAN - SOUTHEAST 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES GRADING PLAN LEGEND EXISTING SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB BOTTOM OF CURB TOP OF WALL BOTTOM OF WALL FINISH FLOOR FLOWLINE EXISTING CONTOUR W/ ELEVATION PROPOSED CONTOUR W/ ELEVATION PROPOSED SPOT ELEVATION PROPOSED SURFACE DRAINAGE FLOW ARROW MEG TC BC FF 750.65 FL TW BW GRADING KEYNOTES 1. CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE ON LOW SPOT REGRADING. APPROXIMATE AREAS HAVE BEEN DELINEATED WITHIN THE JV OUTFIELD. FINAL AREAS TO BE DETERMINED PRIOR TO CONSTRUCTION. SOD TO BE STRIPPED PRIOR TO GRADING ACTIVITY. 2. PROPOSED SWALE @ 1.0% MIN. SLOPE 3. BOTTOM OF DRY BASIN @ 1.0% MIN. SLOPE 08/19/21 TBM#3 = 775.53 ADJOINER CW SF SFSF SF SF SF SFSF PT 1 1 1 1 2 3 3 3 2 4 5 6 7 3 8 8 1 1 1 ST-108 ST-107 ST-106 ST-109 ST-111 ST-110 ST-112 ST-114 ST-105 ST-113 CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 6 6 6 ST-108A MATCH LINE (NORTH/SOUTH) 2 2 2 9 1 2 1 MECHANICAL BMP AQUASWIRL XC-7 BENCHMARKS: INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.04 EROSION CONTROL PLAN - NORTH USGS BENCHMARK INFORMATION EROSION CONTROL LEGEND CW PT SF 30 900 30 60 EROSION CONTROL NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY THE INSPECTOR. 2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED AREAS. 3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE 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 WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE EROSION CONTROL DETAILS ON SHEET G4.2 5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. GENERAL NOTES EROSION CONTROL KEYNOTES 1. SEDIMENT BAG INLET PROTECTION 2. TEMPORARY SEEDING 3. EROSION CONTROL BLANKET 4. CONCRETE WASHOUT 5. PORTABLE TOILETS 6. SILT FENCE 7. CONSTRUCTION ENTRANCE 8. ROCK DONUT 9. RIPRAP OUTLET CONTROL 08/19/21 SFSFSFSFSF SFSF SF SF WTR SAN WTR WTR SAN SAN WTR SAN SAN SANWTR SF SFSFS F SFSF 1 1 2 6 6 6 6 6 8 3 2 ST-104 ST-102 ST-103 ST-101 CONSTRUCTION LIMITS CONSTRUCTION LIMITS 6 6 UNDERGROUND DETENTION CHAMBERS MATCH LINE (NORTH/SOUTH) ST-202 ST-201 9 3 8 ISOLATOR ROW BMP 2 BENCHMARKS: INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.05 EROSION CONTROL PLAN - SOUTHWEST USGS BENCHMARK INFORMATIONEROSION CONTROL LEGEND CW PT SF 30 900 30 60 EROSION CONTROL NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY THE INSPECTOR. 2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED AREAS. 3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE 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 WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE EROSION CONTROL DETAILS ON SHEET G4.2 5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. GENERAL NOTES EROSION CONTROL KEYNOTES 1. SEDIMENT BAG INLET PROTECTION 2. TEMPORARY SEEDING 3. EROSION CONTROL BLANKET 4. CONCRETE WASHOUT 5. PORTABLE TOILETS 6. SILT FENCE 7. CONSTRUCTION ENTRANCE 8. ROCK DONUT 9. RIPRAP OUTLET CONTROL 08/19/21 BENCHMARKS: SF SF SF WTR WTR SAN SANWTR SF SFSFS F SF 1 1 2 3 6 6 6 8 3 3 2 2 ST-104 ST-102 ST-103 ST-101 CONSTRUCTION LIMITS 6 6 UNDERGROUND DETENTION CHAMBERS MATCH LINE (NORTH/SOUTH) 3 ST-202 9 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.06 EROSION CONTROL PLAN - SOUTHEAST USGS BENCHMARK INFORMATIONEROSION CONTROL LEGEND CW PT SF 30 900 30 60 EROSION CONTROL NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY THE INSPECTOR. 2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED AREAS. 3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE 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 WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE EROSION CONTROL DETAILS ON SHEET G4.2 5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. GENERAL NOTES EROSION CONTROL KEYNOTES 1. SEDIMENT BAG INLET PROTECTION 2. TEMPORARY SEEDING 3. EROSION CONTROL BLANKET 4. CONCRETE WASHOUT 5. PORTABLE TOILETS 6. SILT FENCE 7. CONSTRUCTION ENTRANCE 8. ROCK DONUT 9. RIPRAP OUTLET CONTROL 08/19/21 PROJECT SITE PROJECT SITE E. MAIN STREET E. 126TH STREET GRAY ROADHAZEL DELL PARKWAYYsnA YoxA YmsB2 YmsB2 YoxB2 YmsB2 YoxA ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE G2.07 STORMWATER POLLUTION PREVENTION PLAN INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! 08/19/21 AREA INLET SEDIMENT BAG DETAIL SILT FENCE DETAIL METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) STRAW BALE (ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT. ALTERNATIVE MATERIALS OR PRODUCTS WILL REQUIRE DESIGN MODIFICATION.) PLAN VIEW NOT TO SCALE L = INSIDE LENGTH (10' MIN) W = INSIDE WIDTH (10' MIN) POLYETHYLENE LINING (10 MIL); THE LINING SHALL EXTEND OVER THE STRAW BALES. COMPACTED SOIL MATERIAL SECTION A-A NOT TO SCALE EXCAVATION SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING ASs = T L = TOP LENGTH OF EXCAVATION (10' MIN) B L = BOTTOM LENGTH OF EXCAVATION T W = TOP WIDTH OF EXCAVATION (10' MIN) B W = BOTTOM WIDTH OF EXCAVATION ASS = ANCHORING SYSTEM TYPE AND SPACING D = REQUIRED DEPTH TO CONTAIN WASHOUT INCLUDING 12" RAINFALL PLUS 12" FREEBOARD POLYETHYLENE LINING (10 MIL) SECTION B-B NOT TO SCALE SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) L=10' STRAW BALES ENTRENCHED 4 INCHES INTO THE SOIL D = 2' A A W=10' TL=10' BW=8' TW=10' BL=8' PLAN VIEW NOT TO SCALE ABOVE GRADE SYSTEM BELOW GRADE SYSTEM STANDARD WASHOUT DETAIL B CONSTRUCTION ENTRANCE 4 2 5 1 3A 3B NOTE: REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. EROSION CONTROL BLANKET SLOPE INSTALLATION 2' 2'MIN.1' MIN. MAINTENANCE: NO SCALE ROCK DONUT DETAIL GEOTEXTILE 8oz/SYD. MIN. CONC. HEADWALL SEE PLAN FABRIC SECURING PINS COMPACTED SUBGRADE TOE WALL 12"24" 12"6"NO SCALE COMPACTED SUBGRADE GEOTEXTILE 8 OZ./SYD. MIN. 2' (TYP.)24" MAX.12" MIN.1'-0"END SECTION RIPRAP OUTLET CONTROL DETAIL G2.08 EROSION CONTROL DETAILS ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 G4.0 SITE DETAILS CONSULTANT CARMEL CLAY SCHOOLS WWW.FHAI.COM ARCHITECT 317-848-0966 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. CARMEL HIGH SCHOOL 5201 E MAIN STREET CARMEL, IN 46033 HARTMAN FIELD IMPROVEMENTS DESIGN DEVELOPMENT REV. NO. DESCRIPTION DATE PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 02/17/2021 DRAWN BY: EB PROJECT 220127.00 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT 4169 STATE OF No. ADDENDUM #2 6/07/20212 08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 G4.01 SITE DETAILS - VARSITY SYNTHETIC TURF FIELD NEW BRACE RAIL 2.375" O.D.INTERMEDIATE RAILS CORNER, END & PULL POST TOP AND BRACE GRADE USE FABRIC UNDER 10' HT. 2.875" O.D. BOTTOM TENSION WIRE CORNER, END POST LEAF WIDTH: LESS THAN 6' GATE FRAME GATE POST FOR 2.875"O.D. NEW TOP RAIL 10'-0" MAX. LINE POST10'-0" MAXIMUM FABRIC WIDTH SEE PLANS 1 1/2"MAX. POST 1.90" O.D. 1.66" O.D.SCHED. 40 SCHED. 40 SCHED. 40 SCHED. 40 SCHED. 40 EX. LINE POST THERMALLY FUSED TO GALVANIZED (ZINC COATED) STEEL PIPE. THERMALLY FUSED TO ZINC COATED WIRE. ALL POSTS, RAILS CHAIN LINK FENCE FABRIC SHALL HAVE BLACK PVC COATING AND BRACING SHALL ALSO HAVE BLACK PVC COATING, NOTE: FABRIC 10' AND OVER 4" O.D. 4" O.D. 4" O.D. 1.90" O.D. 1.66" O.D.SCHED. 40 SCHED. 40 SCHED. 40 SCHED. 40 SCHED. 40 IN AREAS WHERE PRACTICE BOARD IS ATTACHED TO FENCING INSERT 3-1/2" O.D.NOTE:SS-40 SLEEVE INSIDE OF THE 4" PIPE AND END AND PLUG WELD FINISH GRADE NEW BOTTOM RAILTHIS SECTION ON CORNER END OR GATE POST NEW FABRIC SLEEVE EXISTING POST SEE PLANS ECONOMY FENCE CAP BEACON ATHLETICS PRE-SLIT POLY TUBING 4-1/2" DIA, FULLY UV- PROTECTED 51° ' 138°'48°'08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 ADDENDUM #2 6/07/20212 G4.02 SITE DETAILS - VARSITY SYNTHETIC TURF FIELD DOUBLE WIDE GATES HINGE HINGE LATCH GATE PLAN LATCH HINGE GATE PLAN SINGLE WIDE GATES WIDTH SEE PLANS WIDTH SEE PLANS ECONOMY FENCE CAP BEACON ATHLETICS PRE-SLIT POLY TUBING 4-1/2" DIA, FULLY UV- PROTECTED SEE DETAILS #6 & #7 G4.01 08/19/21 TBM#2 = 791.71 TBM#3 = 775.53 TBM#1 = 782.26 WTR SAN WTR WTR SAN SANWTR SANSAN SANWTRST-106 ST-110ST-111 ST-114 ST-113 ST-112 ST-109 ST-107 ST-105 ST-104 ST-102 ST-103 ST-108 ST-108A UNDERGROUND DETENTION CHAMBERS ST-101ST-202ST-201 STORM STRUCTURE TABLE STR. NO. 101 102 103 104 105 106 107 108A 108 109 110 111 112 113 114 201 202 STRUCTURE ??? Type "C" Manhole Inlet Type "A" Inlet Type "E" Type "C" Manhole Inlet Type "E" Type "C" Manhole Type "C" Manhole Type "C" Manhole Type "C" Manhole ??? Inlet Type "E" Type "C" Manhole Type "C" Manhole ??? ??? ??? CASTING TYPE ??? R-1772 R-4342 R-4215-C R-1772 R-4215-C R-4342 R-1772 R-1772 R-4342 ??? R-4215-C R-1772 R-1772 ??? ??? ??? RIM 779.30 781.90 780.05 778.96 780.00 778.90 780.89 783.00 784.24 780.80 778.89 778.56 780.44 780.17 777.33 783.03 782.30 INCOMING PIPE DATA (DIRECTION) [FROM STR] 15" HDPE Pipe 776.96 (S) [101] 15" HDPE Pipe 776.77 (W) [102] 12" HDPE Pipe 776.77 (S) [103] 18" HDPE Pipe 776.25 (S) [104] 12" HDPE Pipe 776.52 (N) [106] 12" HDPE Pipe 778.40 (S) [108A] 12" HDPE Pipe 776.14 (W) [107] 15" HDPE Pipe 777.99 (SW) [108] 12" HDPE Pipe 776.76 (E) [110] 18" HDPE Pipe 775.91 (S) [105] 15" HDPE Pipe 775.91 (W) [109] 12" HDPE Pipe 775.91 (N) [111] 24" HDPE Pipe 775.23 (W) [112] 24" HDPE Pipe 775.00 (W) [113] 12" HDPE Pipe 781.17 (W) [201] OUTGOING PIPE DATA (DIRECTION) [TO STR] 15" HDPE Pipe 777.83 (N) [102] 15" HDPE Pipe 776.86 (E) [104] 12" HDPE Pipe 777.10 (N) [104] 18" HDPE Pipe 776.67 (N) [105] 18" HDPE Pipe 776.15 (N) [112] 12" HDPE Pipe 776.69 (S) [107] 12" HDPE Pipe 776.42 (E) [109] 12" HDPE Pipe 778.50 (N) [108] 15" HDPE Pipe 778.40 (NE) [109] 15" HDPE Pipe 776.04 (E) [112] 12" HDPE Pipe 777.76 (W) [111] 12" HDPE Pipe 776.66 (S) [112] 24" HDPE Pipe 775.81 (E) [113] 24" HDPE Pipe 775.13 (E) [114] 12" HDPE Pipe 781.90 (E) [202] OUTGOING PIPE L.F. 290' 29' 108' 143' 80' 57' 93' 18' 136' 46' 32' 65' 193' 42' 44' OUTGOING PIPE SIZE 15" HDPE Pipe 15" HDPE Pipe 12" HDPE Pipe 18" HDPE Pipe 18" HDPE Pipe 12" HDPE Pipe 12" HDPE Pipe 12" HDPE Pipe 15" HDPE Pipe 15" HDPE Pipe 12" HDPE Pipe 12" HDPE Pipe 24" HDPE Pipe 24" HDPE Pipe 12" HDPE Pipe OUTGOING GRADE 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.57% 0.30% 0.30% 3.13% 1.16% 0.30% 0.30% 1.65% CONNECT TO STR. 102 104 104 105 112 107 109 108 109 112 111 112 113 114 202 REMARKS End Section - - End Section - - Aquaswirl XC-7 Per Manufacturer End Section - - ACO Trench Drain Per Manufacturer End Section - End Section - - - ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS" ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE SU1.0 OVERALL SITE UTILITY PLAN THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTE UTILITY PLAN LEGEND PROPOSED 2" PVC WATER LINE PROPOSED 8" PVC SANITARY SEWER PIPE WTR SAN 60 1800 60 120 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE SHEET G2.1 FOR GRADING PLAN. 5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED. 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 REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITH NEW STORM SEWER INSTALLATION. GENERAL NOTES 08/19/21 TBM#3 = 775.53 ADJOINER MATCH LINE (NORTH/SOUTH) ST-108 RIM. = 784.24' INV. 778.40 (NE) INV. 778.40 (S) ST-107 RIM. = 780.89' INV. 776.52 (N) INV. 776.42 (E) ST-112 RIM. = 780.44' INV. 775.91 (S) INV. 775.91 (W) INV. 775.91 (N) INV. 775.81 (E) ST-105 RIM. = 780.00' INV. 776.25 (S) INV. 776.15 (N) ST-113 RIM. = 780.17' INV. 775.23 (W) INV. 775.13 (E) ST-109 RIM. = 780.80' INV. 776.14 (W) INV. 776.04 (E) INV. 777.99 (SW) ST-106 INV. 776.69 (S) ST-114 INV. 775.00 (W) ST-110 INV. 777.76 (W) ST-111 RIM. = 778.56' INV. 776.66 (S) INV. 776.76 (E) 1 4 1 2 56 7 6 5 9 4 7 1 2 7 3 1 7 7 1 ST-108A RIM. = 783.00' INV. 778.50 (N)6 MODIFY EXISTING CONCRETE PAVED SWALE IN THIS AREA TO MATCH PROPOSED GRADES 19 19 19 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE SU1.01 SITE UTILITY PLAN - NORTH THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTE 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE SHEET G2.1 FOR GRADING PLAN. 5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED. 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 REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITH NEW STORM SEWER INSTALLATION. GENERAL NOTES UTILITY KEYNOTES 1. PROPOSED 12" HDPE STORM SEWER PIPE 2. PROPOSED 15" HDPE STORM SEWER PIPE 3. PROPOSED 18" HDPE STORM SEWER PIPE 4. PROPOSED 24" HDPE STORM SEWER PIPE 5. PROPOSED STORM FLARED END SECTION 6. PROPOSED STORM MANHOLE 7. PROPOSED STORM INLET 8. PROPOSED STORM TRENCH DRAIN 9. PROPOSED MECHANICAL STORMWATER QUALITY BMP 10. PROPOSED 1"x 12" FLAT PIPE UNDERDRAIN 11. PROPOSED 6" PVC PERIMETER DRAIN @ 0.5% 12. PROPOSED 12" PVC PERIMETER DRAIN @ 0.5% 13. CONNECT FORCE MAIN TO EXISTING SANITARY SEWER 14. 608 LF OF 2" WATER LINE 15. SANITARY LIFT STATION - SEE DETAIL 4 ON SHEET P3.01 16. 783 LF OF SANITARY FORCE MAIN - SEE PLUMBING PLAN SHEET P2.01 FOR SIZE. 17. PROPOSED SANITARY DOG HOUSE MANHOLE WITH FLAT TOP 18. EXISTING SANITARY LINE - PER RECORD DRAWINGS 19. PROPOSED STORM SEWER POTENTIAL CONFLICT WITH EXISTING UTILITY. CONTRACTOR TO VERIFY TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PRIOR TO CONSTRUCTION. 20. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 21. CONNECT PROPOSED WATER LINE TO EXISTING WATER LINE AT WATER METER LOCATION. UTILITY PLAN LEGEND PROPOSED 2" PVC WATER LINE PROPOSED 8" PVC SANITARY SEWER PIPE WTR SAN 08/19/21 MATCH LINE (NORTH/SOUTH) WTR SAN WTR WTR SAN SAN WTR SANSAN SANWT R ST-102 RIM. = 781.90' INV. 776.96 (S) INV. 776.86 (E) ST-104 RIM. = 778.96' INV. 776.77 (W) INV. 776.77 (S) INV. 776.67 (N) ST-103 RIM. = 780.05' INV. 777.10 (N) ST-101 INV. 777.83 (N) 2 5 7 6 1 8 3 10 11 11 10 12 12 13 14 14 15 16 16 18 16 16 2 398 L.F. OF 6" PERFORATED PVC @ 0.50% MIN. SLOPE 11 11 INV. = 783.65 (6" PER. PVC) INV. = 783.65 (6" PER. PVC) INV. = 780.46(6" PER. PVC) 109 L.F. OF 6" PERFORATED PVC @ 0.50% MIN. SLOPE INV. = 781.00 (6" PER. PVC) 298 L.F. OF 12" PERFORATED PVC @ 0.50% MIN. SLOPE 385 L.F. OF 12" PERFORATED PVC @ 0.50% MIN. SLOPE 11 356 L.F. OF 6" PERFORATED PVC @ 0.50% MIN. SLOPE INV. = 781.87 (6" PER. PVC) INV. = 781.62 (12" PER. PVC) INV. = 779.70 (12" PER. PVC) INV. = 781.19 (12" PER. PVC) UNDERGROUND DETENTION CHAMBERS (SC-740) CHAMBER AREA = 196' x 102' MINIMUM FINISH GRADE ELEV. = 783.00 TOP OF STONE = 782.50 TOP OF CHAMBERS = 781.50 BOTTOM OF CHAMBERS = 779.00 BOTTOM OF STONE = 778.50 21 ROWS OF 27 CHAMBERS = 47,355 CFT. INV. 778.50 (N)6 19 19 19 19 19 19 19 20 20 ST-202 INV. 781.17 (W)ST-201 INV. 781.90 (E) 17 16 21 14 14 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE SU1.02 SITE UTILITY PLAN - SOUTHWEST 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE SHEET G2.1 FOR GRADING PLAN. 5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED. 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 REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITH NEW STORM SEWER INSTALLATION. GENERAL NOTES THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTE UTILITY KEYNOTES 1. PROPOSED 12" HDPE STORM SEWER PIPE 2. PROPOSED 15" HDPE STORM SEWER PIPE 3. PROPOSED 18" HDPE STORM SEWER PIPE 4. PROPOSED 24" HDPE STORM SEWER PIPE 5. PROPOSED STORM FLARED END SECTION 6. PROPOSED STORM MANHOLE 7. PROPOSED STORM INLET 8. PROPOSED STORM TRENCH DRAIN 9. PROPOSED MECHANICAL STORMWATER QUALITY BMP 10. PROPOSED 1"x 12" FLAT PIPE UNDERDRAIN 11. PROPOSED 6" PVC PERIMETER DRAIN @ 0.5% 12. PROPOSED 12" PVC PERIMETER DRAIN @ 0.5% 13. CONNECT FORCE MAIN TO EXISTING SANITARY SEWER 14. 608 LF OF 2" WATER LINE 15. SANITARY LIFT STATION - SEE DETAIL 4 ON SHEET P3.01 16. 783 LF OF SANITARY FORCE MAIN - SEE PLUMBING PLAN SHEET P2.01 FOR SIZE. 17. PROPOSED SANITARY DOG HOUSE MANHOLE WITH FLAT TOP 18. EXISTING SANITARY LINE - PER RECORD DRAWINGS 19. PROPOSED STORM SEWER POTENTIAL CONFLICT WITH EXISTING UTILITY. CONTRACTOR TO VERIFY TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PRIOR TO CONSTRUCTION. 20. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 21. CONNECT PROPOSED WATER LINE TO EXISTING WATER LINE AT WATER METER LOCATION. UTILITY PLAN LEGEND PROPOSED 2" PVC WATER LINE PROPOSED 8" PVC SANITARY SEWER PIPE WTR SAN 08/19/21 MATCH LINE (NORTH/SOUTH) WTR WTR SAN SANWTR ST-102 RIM. = 781.90' INV. 776.96 (S) INV. 776.86 (E) ST-104 RIM. = 778.96' INV. 776.77 (W) INV. 776.77 (S) INV. 776.67 (N) ST-103 RIM. = 780.05' INV. 777.10 (N) ST-101 INV. 777.83 (N) 2 5 7 6 1 8 3 11 10 12 12 14 14 15 16 16 2 298 L.F. OF 12" PERFORATED PVC @ 0.50% MIN. SLOPE 385 L.F. OF 12" PERFORATED PVC @ 0.50% MIN. SLOPE 356 L.F. OF 6" PERFORATED PVC @ 0.50% MIN. SLOPE INV. = 781.87 (6" PER. PVC) INV. = 781.62 (12" PER. PVC) INV. = 779.70 (12" PER. PVC) UNDERGROUND DETENTION CHAMBERS (SC-740) CHAMBER AREA = 196' x 102' MINIMUM FINISH GRADE ELEV. = 783.00 TOP OF STONE = 782.50 TOP OF CHAMBERS = 781.50 BOTTOM OF CHAMBERS = 779.00 BOTTOM OF STONE = 778.50 21 ROWS OF 27 CHAMBERS = 47,355 CFT. 19 19 19 19 19 19 19 20 20 ST-202 INV. 781.17 (W) 14 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE SU1.03 SITE UTILITY PLAN - SOUTHEAST 30 900 30 60 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. SEE SHEET G2.1 FOR GRADING PLAN. 5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED. 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 REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR RELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITH NEW STORM SEWER INSTALLATION. GENERAL NOTES THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTE UTILITY KEYNOTES 1. PROPOSED 12" HDPE STORM SEWER PIPE 2. PROPOSED 15" HDPE STORM SEWER PIPE 3. PROPOSED 18" HDPE STORM SEWER PIPE 4. PROPOSED 24" HDPE STORM SEWER PIPE 5. PROPOSED STORM FLARED END SECTION 6. PROPOSED STORM MANHOLE 7. PROPOSED STORM INLET 8. PROPOSED STORM TRENCH DRAIN 9. PROPOSED MECHANICAL STORMWATER QUALITY BMP 10. PROPOSED 1"x 12" FLAT PIPE UNDERDRAIN 11. PROPOSED 6" PVC PERIMETER DRAIN @ 0.5% 12. PROPOSED 12" PVC PERIMETER DRAIN @ 0.5% 13. CONNECT FORCE MAIN TO EXISTING SANITARY SEWER 14. 608 LF OF 2" WATER LINE 15. SANITARY LIFT STATION - SEE DETAIL 4 ON SHEET P3.01 16. 783 LF OF SANITARY FORCE MAIN - SEE PLUMBING PLAN SHEET P2.01 FOR SIZE. 17. PROPOSED SANITARY DOG HOUSE MANHOLE WITH FLAT TOP 18. EXISTING SANITARY LINE - PER RECORD DRAWINGS 19. PROPOSED STORM SEWER POTENTIAL CONFLICT WITH EXISTING UTILITY. CONTRACTOR TO VERIFY TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PRIOR TO CONSTRUCTION. 20. ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWER EXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVER REQUIREMENTS. RELOCATE IF NECESSARY, COORDINATE WITH UTILITY OWNER. 21. CONNECT PROPOSED WATER LINE TO EXISTING WATER LINE AT WATER METER LOCATION. UTILITY PLAN LEGEND PROPOSED 2" PVC WATER LINE PROPOSED 8" PVC SANITARY SEWER PIPE WTR SAN 08/19/21 SEE STRUCTURE DATA TABLE FOR CASTING TYPE AND ELEVATION FINISH GRADE ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETE ADJUSTING RINGS AS NEEDED (12" OF RINGS MAX.) ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. 48" DIA. 5"16"TYP.PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. + 6" W/ NON SHRINK CEMENT GROUT BENCHWALLS AT MIN. 1/2" PER FOOT SLOPE. BENCHWALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. MANHOLE BASE SET ON 6" OF #8 OR #2 STONECOMPACTED SUBGRADE PLASTIC ENCAPSULATED STEEL MANHOLE STEPS O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS BASE 6" OR 8" PER SECTION 3"#4 BAR @ 12" o.c. EACH WAY (STEEL MESH AREA = 0.12 SQ. IN./SQ. FT.) STORM MANHOLE TYPE "C" DETAIL 1/2" = 1'-0" 24" DIA. SEE STRUCTURE DATA TABLE FOR PIPE SIZE AND INVERT ELEV. NOTES: 1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443. 2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS". 3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES16" MIN.12" TO 15""A" PIPE SIZE 24" X 24" STRUCTURE SIZING CHART "F" 30" X 30" "M" 24" X 36" 1" = 1'-0" STORM INLET DETAIL INSIDE DIMENSIONS INLET TYPE 8"6" CLASS "A" PRECAST REINFORCED CONCRETE BOX SEE STRUCTURE DATA TABLE FOR PIPE SIZE AND INVERT ELEV. INSIDE DIMENSION * SEE SIZING CHART ABOVE SEE STRUCTURE DATA TABLE FOR CASTING TYPE AND ELEVATION BASE SET ON 6" OF #8 OR #2 STONE COMPACTED SUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVEMAX. NUMBER OF SIDES OF THE INLET WITH PIPES 3 18" TO 24" 315" TO 18" 3 NOTES: 1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS". 2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE. FOR PIPE LOCATED IN AND WITHIN 5' OF PAVED AREAS FOR PIPE LOCATED IN GRASSED AREAS STORM SEWER (PVC & HDPE) TRENCH DETAIL NO SCALE NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. 9" CLEARANCE EACH SIDE OR PIPE FOR 42" DIA. AND LESS. Bc MIN.4"12"MIN. 1.25 O.D.+12" MIN. 6" TOPSOIL OUTSIDE PAVEMENT LIMITS PAVEMENT SECTION REGULAR BACKFILL - GREATER THAN 5' FROM EDGE OF PAVEMENT COMPACTED 90% REGULAR BACKFILL- GREATER THAN 5' FROM EDGE OF PAVEMENT COMPACTED TO 90% #8 CRUSHED STONE OR EQUIVALENT CLASS 1 MATERIAL HAND TAMPED OR WALKED INTO PLACE "B" BORROW (INDOT SPEC.) OR EQUIVALENT GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTER DENSITY STORM SEWER / WATER LINE CROSSING DETAIL NONE NO SCALE 1 1/2" RAD.WALLDIAMETER R-1E 1 1/2" RAD. WALL 1/32 TAPER PER INCH PER SIDE WALL R-1 E WALL DIA.+1ADIAMETER HORIZONTAL FLARE VERTICAL FLARE SECTION BB R-2 BSKIRT DIAMETERA B D B C WALLDIAMETER SECTION AA G or T (TONGUE-INLET END)WALL (GROOVE-OUTLET END) A 52249 98 84 26 72 24 6550 4 5 48 28 35 39 21 21 21 21 PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE 78 84 7 8 6 7 6 60 66 72 6 7 54 5 5 5 6 4 14430 16350 24 24 78 78 308750 10630 12520 24 34 8040 27 60 78 78 65 99 99 114 120 79 85 99 99 99 100 6196 102 108 67 73 90 55 44 41 24 24 8 9 2436 38 35 24 24 32 24 6 7 7 6 SIZE SCHEDULE 46 48 38 30 25 19 34 35 39 46 2 3 27 36 42 4 4 30 33 3 3 3 3 3 3 2 21 24 3 15 18 2 2 2 2 2 2 48 10 1930 4100 5380 15 21 2190 3150 12 13 63 63 54 58 9 1280 1520 9 740 990 6 9 35 43 27 27 WALL DIA. 12 2 G or T 1 A WT. SEC 530 4 24 B 28 73 54 97 98 73 97 72 78 37 43 60 66 31 34 73 73 73 73 22 42 48 25 30 36 16 19 41417 27 24 20 22 23 18 15 17 5 5 5 5 1316 16 14 15 12 11 12 4 4 3 4 72 C D DIA.+1E 24 13 R-2R-1 10 9 SKIRT 3 PRECAST FLARED END SECTION DETAIL SLOPE MIN. NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD BOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BE THREADED TYPE, WATER TIGHT AND CAPPED. 1/2" = 1'-0" EXTERIOR CLEANOUT DETAILVARIESFINISH GRADE STORM 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 CLEANOUT CASTING - JAY R. SMITH 4253 SERIES OR EQUAL CONCRETE COLLAR (CONCRETE SHALL NOT BE IN CONTACT w/ PIPE) PRECAST CONCRETE SECTIONS MANHOLE BASE SET ON 6" OF #8 OR #2 STONECOMPACTED SUBGRADE OUTLET CONTROL STR 108 DETAIL NOT TO SCALE 24" DIA. SEE SCHEDULE FOR CASTING TYPE ELEV: 784.24 FINISH GRADEASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 8" REDUCER CAP 16"PLASTIC ENCAPSULATED STEEL MANHOLE STEPS O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS 12" THICK STEEL PLATE RESTRICTOR 12" HDPE INFLUENT INV. = 778.4012" HDPE OUTLET INV. = 778.40 2' SUMPREQ'D.BASE 6" OR 8" PER SECTION #4 BAR @ 12" o.c. EACH WAY (STEEL MESH AREA = 0.12 SQ. IN./SQ. FT.)12" HDPEINFLUENTPIPE12" H D P E OUT L E T PI PE12" THICK STEEL PLATE RESTRICTOR 1/2" THICK STEEL PLATE ANGLE BRACKET (TYP.) MANHOLE BTM INV. = 776.40 TOP OF PLATE ELEV = 782.41 (100-YR) 6" DIA. CIRCULAR ORIFICE INV. = 778.40 6" CIRCULAR ORIFICE INV. = 780.50 ACO TRENCH DRAIN CHANNEL DETAIL SU3.01 SITE UTILITY DETAILS ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 SU3.02 SITE UTILITY DETAILS ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 NOT TO SCALE 12" MIN.18" MIN.3:1 MA X . 3:1 MAX. TOP OF BANK TYPICAL SWALE CROSS SECTION BOTTOM OF SWALE AT 1.0% MIN. SLOPE BOTTOM OF DRY BASIN ELEVATION VARIES. 24" OUTLET PIPE INVERT = 771.47 4:1 M A X . PROPOSED EAST DRY BASIN - TYPICAL CROSS SECTION WIDTH VARIES BOTTOM SLOPE 1.0% MIN. EXISTING GRADE 4:1 MAX . PROPOSED GRADE PROPOSED GRADE EXISTING GRADE 10 YR. STAGE ELEV. = 774.85 100 YR. STAGE ELEV. = 776.52 EXISTING TOP OF BANK = 779.25 BOTTOM OF DRY BASIN ELEVATION VARIES. 15" OUTLET PIPE INVERT = 774.24 EXISTING WEST DRY BASIN - TYPICAL CROSS SECTION WIDTH VARIES BOTTOM SLOPE 1.0% MIN. EXISTING GRADE EXISTING GRADE 10 YR. STAGE ELEV. = 777.13 100 YR. STAGE ELEV. = 779.14 EXISTING TOP OF BANK = 779.25 SU3.03 SITE UTILITY DETAILS ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 24" SUMP SU3.04 SITE UTILITY DETAILS ARCHITECT Carmel Clay Schools CONSULTANT Construction Documents WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 East Main Street Carmel, Indiana 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: May 12, 2021 DRAWN BY: HHW WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 REV. NO. DESCRIPTION DATE 08/19/21 TBM#1 = 782.26 REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH. A1.06 4 A1.06 2 A1.063 2'-8" 8'-4" 2'-8"2'-8"13'-8"UPUP PRESSBOXA103 A103SYNTHETIC TURF BASEBALL FIELD LAWN LAWN LAWN LAWN LAWN NATURAL TURF BASEBALL FIELD PROPOSED HEAVY DUTY PAVING PROTECT EXISTING FENCE TO REMAIN PROTECT EXISTING FENCE TO REMAIN ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 L1.0 SITE LANDSCAPING PLAN 40 1200 40 80 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 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! VICINITY MAP 08/19/21 ARCHITECT CARMEL CLAY SCHOOLS REV. NO. DESCRIPTION DATE CONSULTANT DESIGN DEVELOPMENT WWW.FHAI.COM317-848-0966 350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. 5201 E MAIN STREET CARMEL, IN 46033 CARMEL HARTMAN FIELD IMPROVEMENTS PROJECT NUMBER: 220127.00 PROJECT ISSUE DATE: 05/12/2021 DRAWN BY:EB PROJECT 220127.00 W IL L I AME.PAY N EREGISTERE D IND I A N AARCHITE CT4169 STATE OF No. WWW.TLF-ENGINEERS.COM317-334-1500 3901 W 86TH ST #200, INDIANAPOLIS, IN 46268 L1.01 SITE LANDSCAPE DETAILS • • • • • • • • • • • • 08/19/21 08/19/21