HomeMy WebLinkAbout16_G1.02-SITE LAYOUT PLAN -BASEBALL COMPLEXESINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE KEYNOTES(DOTTED HATCH) HEAVY DUTY ASPHALT PAVEMENT WITH PETROMATENVIRO PAVING FABRIC - INSTALL PER MANUF. GUIDANCE ANDRECOMMENDATIONS, SEE DETAIL #13 SHT G4.06" STANDARD CONCRETE CURB, SEE DETAIL #14 SHT G4.O(HONEY COMB HATCH) 4" CONCRETE WALK, SEE DETAILS #3 , #7 & #9 SHTG4.0MONOLITHIC CURB AND WALK, SEE DETAIL #1 SHT G4.0ADA ACCESSIBLE CURB RAMP TYPE "A", SEE DETAIL #12 SHT G4.0(NEW ) WALK TO EXISTING WALK, SEE DETAILS #2 & #8 SHT G4.0EXISTING ACCESSIBLE RAMP TO REMAIN , PROTECT DURING CONSTRUCTIONEXISTING ASPHALT PAVING TO REMAIN , PROTECT DURING CONSTRUCTIONEXISTING LAWN; SEE L1.0 FOR FURTHER INFORMATIONCURB TAPER, SEE DETAIL #17 SHT. G4.0EXISTING VARSITY SCOREBOARD; SEE ARCHITECTURAL DRAWINGS FORFURTHER INFORMATIONSEE DETAIL #15 & #16 SHT. G4.0(NEW) STOP SIGNS (2)(NEW) 8' ORNAMENTAL FENCING, SEE DETAIL #11 SHT G4.01' WIDE x12'+/- LONG WHITE PAINTED STOP BAR4" WIDE WHITE PAINTED LINE, TYP AT CAR 9X20 +/- PARKING SPACES AND ADAPARKING SPACESCJ -TYPICAL CONTRACTION JOINS, SEE DETAILS #6 & #7 SHT G4.0EJ - TYPICAL EXPANSION JOINTS, SEE DETAILS #6 & #7 SHT G4.0ACCESSIBLE CROSSWALK: 4" BLUE PAINTED DIAGONAL LINES, SEE DETAIL #10SHT G4.O(NEW) MASONRY COLUMN ENTRY, SEE ARCHITECTURAL DRAWINGS FORFURTHER INFORMATIONEXISTING FENCING TO REMAIN, PROTECT DURING THE START OFCONSTRUCTION, SEE G1.03 FOR FURTHER INFORMATIONNEW 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 FUTHERINFORMATIONNEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHTG4.02NEW CANTILEVER GATES; (2) 25' EACH (BLACK) SPANNING A TOTAL OF 50',SEE DETAIL #5 SHT G4.02NEW 8' HIGH SINGLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4SHT G4.02NEW 5' HIGH FENCING WITH YELLOW PLASTIC FENCE CAP TO MATCHEXISTING, SEE DETAILS #4, #6 & #7 SHT G4.01 AND PROJECT MANUAL FORFURTHER INFORMATIONNEW 5' HIGH DOUBLE FENCE GATE TO MATCH EXISTING,SEE DETAIL #4 SHT G4.02EXISTING STADIUM LIGHTING; SEE ELECTRICAL DRAWINGS FOR FURTHERINFORMATIONEXISTING FOUL LINE POLES; (1) LEFT FIELD FOULPOLE TO BE CLEANED,REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSEDOF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FLAGPOLE PER DETAIL #3G4.02(NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING, SEE DETAIL #6 & #7SHT G4.01(NEW) TENSION NETTING SYSTEM AND ACCESSORIES; 40' HIGH x 80' LONGNETTING. TENSION NETTING SYSTEM FOUNDATIONS ARE TO BECONSTRUCTED AND INSTALLED PER MANUFACTURES RECOMMENDATIONS.HEAVY DUTY PAVEMENT AT EXISTING PAVING, SEE DETAIL #18 SHT G4.0RELOCATED EX. CONCRETE JERSEY BARRIER STOCKPILE PITS (9+/-).(2) CANTILEVER BATTING TUNNELS; STANDARD BLACK POWDER COATEDFINISH - 75' LENGTH - END BAY WIDTH 20'-11" - MIDDLE BAY WIDTH @ 18'-9" -INSTALL PER MANUF. GUIDANCE AND RECONMONDATIONS. BATTING CAGEFOUNDATIONS ARE TO BE CONSTRUCTED AND INSTALLED PER MANUF.RECOMMENDATIONS. EXISTING CONCRETE PADS TO REMAIN, PROTECTDURING THE START OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02(CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0PROPOSED SITE LEGENDHEAVY DUTY ASPHALT PAVEMENT6" CONCRETE SIDEWALK / PAD4" MONOLITHIC WALK AND CURB4" CONCRETE SIDEWALK1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.GENERAL NOTESCONSULTANTCARMEL CLAY SCHOOLSWWW.FHAI.COMARCHITECT317-848-0966COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOL5201 E MAIN STREETCARMEL, IN 46033HARTMAN FIELDIMPROVEMENTSDESIGN DEVELOPMENTREV.NO.DESCRIPTIONDATEPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 02/17/2021DRAWN BY: EBPROJECT220127.00350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268WI
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AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.G1.02SITE LAYOUT PLAN - BASEBALLCOMPLEXES309003060VICINITY MAPSEE ENLARGED PLAN G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT