HomeMy WebLinkAboutCarmel HS Baseball S-2021-00300CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA SIGN PERMIT APPLICATION
1. SIGN PERMIT NUMBER: S-2021-00300
SIGN COPY: Carmel High School Baseball Complex SIGN ADDRESS: 5201 E MAIN ST, CARMEL, 46033
SIGN TYPE: Suspended
SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3)
SIGN AREA DIMENSIONS: 13'-4" x 5'-6"TOTAL SIGN AREA SQ. FT.: 73.00
WALL MOUNTED SIGNS: SPANDREL PANEL DIMENSIONS:
SIGN DIMENSION AS A % OF SPANDREL PANEL:
HEIGHT OF SIGN FROM GROUND: 11'-4"NUMBER OF SIDES: 2.00
(wall sign: measure to bottom of sign; groundsign: measure to top of sign)
BUILDING / TENANT SPACE FRONTAGE: SIGN DISTANCE FROM NEAREST R.O.W.: 600'
(R.O.W. stands for Right of Way. The inside edge of sidewalk is often the end of the R.O.W. (City’s property) and a good spot
to measure from.)
LAND ACREAGE: n/a (Applies only to Temporary signs)SIGN FACE COLOR(S): Cast Stone - Limestone
ILLUMINATION METHOD: None
BUILDING TYPE: Other
IDENTIFY ANY EXISTING SIGNS ON SITE: n/a
WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? n/a
SHOPPING CENTER OR COMPLEX NAME: n/a
SIGN STATUS: New
TOTAL SIGN AREA PERMISSABLE SQ. FT.:
OTHER ILLUMINATION METHOD: n/a
OTHER BUILDING TYPE: Baseball field
2. ZONING
PARCEL ID: 16-10-28-00-00-046.000
ZONING DISTRICT: S-1 SINGLE FAMILY RESIDENTIAL, LARGE LOTS, RURAL CHARACTER
PRIOR APPROVALS: P.C. Docket # n/a B.Z.A. Docket # n/a Building Permit# B-2021-01102
3. APPLICANT PERMIT NUMBER: S-2021-00300
NAME OF BUSINESS*: Carmel High School
CITY: Carmel
CONTACT EMAIL: tfenoglio@ccs.k12.in.us
PHONE: (317) 409-6581
ADDRESS: 5201 E Main St
CONTACT PERSON: Todd Fenoglio
(*Entity identified on the sign)
STATE: IN ZIP: 46033
PROPERTY OWNER: Todd Fenoglio PHONE:
CONTACT PERSON: Todd Fenoglio CONTACT EMAIL: tfenoglio@ccs.k12.in.us
ADDRESS: 5201 E Main St ZIP: 46033STATE:IN CITY: Carmel
I CERTIFY THAT A PICTURE OF THIS SIGN WILL BE SUBMITTED TO THE DEPARTMENT
OFCOMMUNITYSERVICES WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN.
-OR-
I WOULD PREFER AN INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF
THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE.
Y
N
4. SIGN COMPANY/OWNER'S REP
COMPANY NAME: Skillman CONTACT PERSON: Jacob Bower
ADDRESS: 3834 S. Emerson Ave., Bldg. A ZIP: 46203STATE: INCITY: Indianapolis
EMAIL ADDRESS: jbower@skillman.com PHONE: (317) 318-5795
PERMIT NUMBER: S-2021-00300
Page 1 of 3
CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA SIGN PERMIT APPLICATION
5.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2021-00300
ADMINISTRATIVE ADLS AMENDMENT
SIGN PERMIT APPLICATION $
SIGN ERECTION $
INSPECTION FEE (Required if photography not provided)
TOTAL FEE $0.00
PERMIT ISSUED ON: 12/2/2021 11:25:22AM FEE RECEIVED ON:
6. DEPARTMENT CONDITIONS (COMPLETED BY DOCS STAFF)
THE FOLLOWING ITEMS LISTED BELOW ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE
ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT (PLEASE INITIAL EACH ITEM INDIVIDUALLY ):
1) x ________
2) x ________
7.DISCLAIMERS (COMPLETED BY DOCS STAFF)
APPLICANT, PLEASE NOTE THE FOLLOWING:
PERMANENT SIGNS:
•IF THE SIGN IN THIS APPLICATION IS A PERMANENT SIGN, THIS SIGN PERMIT IS APPROVED
FOR THIS SIGN ATTHIS LOCATION ONLY.
•IF THE APPLICANT RELOCATES AT A FUTURE DATE/TIME TO A NEW BUILDING, A NEW SIGN
PERMIT IS REQUIRED FOR THE NEW LOCATION. ALL FEES APPLY.
TEMPORARY SIGNS:
•IF THE SIGN IN THIS APPLICATION IS A TEMPORARY SIGN , THIS SIGN PERMIT EXPIRES ON:
THIS SIGN PERMIT MAY BE RENEWED ANNUALLY FOR AN ADDITIONAL YEAR WITH A PERMIT BY
RE-APPLYING. ALL FEES APPLY.
•IF THE SIGN IN THIS APPLICATION IS FOR AN INTERIM BANNER PENDING A PERMANENT
SIGN, IT IS APPROVED FOR A THREE MONTH TIME PERIOD FROM THE DATE THE PERMIT IS APPROVED .
A SIGN PERMIT IS REQUIRED. IT MAY BE RENEWED FOR AN ADDITION THREE MONTHS WITH A PERMIT
BY RE-APPLYING. ALL FEES APPLY
THE APPLICANT CERTIFIES THAT THE FOREGOING SIGNATURES , STATEMENTS AND ANSWERS HEREIN
CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT , AND
THIS SIGN WILL BE ERECTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE
OF INDIANA, AND THE ZONING ORDINANCE OF CARMEL /CLAY TOWNSHIP, INDIANA AND ALL ACTS
AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX (6) MONTHS OF THE DATE OF ISSUANCE OR THIS
PERMIT IS NULL AND VOID.
FURTHER, THE APPLICANT CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE
8.CITY CONTACT
PLEASE DIRECT ANY SIGN QUESTIONS TO THE DEPARTMENT OF COMMUNITY SERVICES (DOCS):
CITY OF CARMEL Or call at 317-571-2417
DOCS
1 CIVIC SQUARE
CARMEL, IN 46032
Page 2 of 3
CARMEL CLAY SCHOOLS
T06FTHIR WF AC gill Y(
December 1, 2021
To: City of Carmel Division of Building
From: Todd Fenoglio, Director, Facilities and Transportation
Subject: Signage Approval for Carmel ESC and Hartman Field
Project Number: 220144.00 and 220127,00
Q 5201 East Main Street
Carmel, IN 46033
317.844.9961
www.ccs.kl2.in.us
City of Carmel Reviewer:
This letter is to provide Owner Approval for the monument signage at Hartman Field (Fanning Howey
project number 220127.00) and the ground sign at the Carmel ESC addition project (Fanning Howey
project number 220144.00).
TSincere�ly0, ,�
denoglio
Carmel Clay Schools
Director of Facilities &Transportation
FANNING HOWEY ASSOCIATES INC.OWNERARCHITECTTHE SKILLMAN CORPORATION3834 S. EMERSON AVE., BLDG AINDIANAPOLIS, INDIANA(317) 783-6151CONSTRUCTION MANAGER5201 E. Main St.Carmel, Indiana 46033CARMEL HARTMAN FIELD IMPROVEMENTS220127.00PROJECT NUMBER: 220127.005201 East Main StreetCarmel, Indiana 46033TLF ENGINEERS3901 W 86TH STREET STE 200INDIANAPOLIS, IN 46268(317) 334-1552Carmel Clay SchoolsCOVER SHEETPROJECT ISSUE DATE: May 12, 2021Construction Documents317-846-0966Construction DocumentsMay 12, 2021WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.
@ATACAIR CONDITIONINGACTACOUSTICAL CEILING TILEADAREA DRAINADJADJUSTABLEAFFABOVE FINISHED FLOORAFPACCORDION FOLDING PARTITIONAGGAGGREGATEALTALTERNATIVEALALUMINUMAPACCESS PANELAPROXAPPROXIMATEARACID RESISTANTARCHARCHITECT(URAL)ASPHASPHALTAVAUDIO-VISUALAWGAMERICAN WIRE GUAGEAWTACCOUSTICAL WALL TREATMENTLANGLE&ANDBITBITUMINOUSBLDGBUILDINGBLKGBLOCKINGBMBENCH MARK / BEAMB.O.BOTTOM OFBOSBOTTOM OF STEELBOTBOTTOMBRGBEARINGBRKBRICKBURBUILT-UP ROOFCABCABINETCARCARPETCATCATALOGCBCHALKBOARD / CATCH BASINCFMCUBIC FEET PER MINUTECHCABINET HEATERCICAST IRONCJCONTROL JOINTCLCENTERLINECLRCLEARCLGCEILINGCMPCORRUGATED METAL PIPECMTCERAMIC MOSAIC TILECMUCONCRETE MASONRY UNITCOCLEANOUTCOLCOLUMNCOMPCOMPACTEDCONCCONCRETECONSTRCONSTRUCTIONCONTCONTINUOUS/CONTINUECONTRCONTRACTORCORRCORRUGATEDCTCERAMIC TILEC TO CCENTER TO CENTERCSKCOUNTER SINKCU FT/CFCUBIC FEETCU IN/CICUBIC INCHCU YD/CYCUBIC YARDCUSPCUSPIDORCWCOLD WATERCWFCEMENTITIOUS WOOD FIBERdPENNY (NAILS, ETC.)DDEPTH/DEEP°DEGREEDCDISPLAY CASEDEPTDEPTDETDETAILDFDRINKING FOUNTAINDIA/ ØDIAMETERDIMDIMENSIONDIVDIVISIONDLDEAD LOADDWGDRAWINGDSDOWNSPOUTDWCDRINKING WATER COOLEREEASTEAEACHEFEACH FACEEJEXPANSION JOINTELELEVATIONELECELECTRIC(AL)ELEVELEVATORENGRENGINEEREPELECTRICAL PANELBOARDEQEQUALEQUIPEQUIPMENTEWEACH WAYEFS (or DEFS)DIRECT APPLIED EXTERIOR FINISH SYSTEMEIFSEXTERIOR INSULATION FINISH SYSTEMEXHEXHAUSTEXISTEXISTINGEXPEXPANSIONEXTEXTERIOREXTNEXTENSIONFDFLOOR DRAINFHCFIRE HOSE CABINETFINFINISHFIN FLFINISH FLOORFLRFLOORFDNFOUNDATIONFSRFLEXIBLE SHEET ROOFINGFSSKFLOOR SERVICE SINKFTFEETFTGFOOTINGFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETGAGAUGEGALVGALVANIZED(D)GBGRAB BARGFCMUGROUND FACE CONCRETE MASONRY UNITGFRGUGLASS FIBER REINFORCED GYPSUM UNITGLGLASSGWBGYPSUM WALLBOARDHHEIGHT/HIGHHBHOSE BIBHDWEHARDWAREHMHOLLOW METALHORIZHORIZONTALHPTHIGH POINTHSHIGH STRENGTHHTGHEATINGHVACHEATING/VENTILATING/AIR CONDITIONINGHWHOT WATERHWYHIGHWAYIDINSIDE DIAMETERININCHINCLINCLUDE(D), (ING)INFOINFORMATIONINSULINSULATIONINTRINTERIORINVINVERTJSJOIST SUBSTITUTEJSTJOISTJTJOINTKITKITCHENLLENGTHLAMLAMINATE(D)LAVLAVATORYLB/#POUNDLKRLOCKERLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLVRLOUVERLWLONG WAYMMETERMASMASONRYMATMATERIALMAXMAXIMUMMBMARKER BOARDMECHMECHANICALMEZZMEZZANINEMFRMANUFACTURERMHMOP HOLDERMINMINIMUMMISCMISCELLANEOUSMMMILLIMETERMOMASONRY OPENINGMTLMETALNNORTHNICNOT IN CONTRACTNO/#NUMBERNOMNOMINALNTSNOT TO SCALEOCON CENTERODOUTSIDE DIAMETEROPNGOPENINGOPPOPPOSITEO.H.OPPOSITE HANDO TO OOUT TO OUTOWOPERABLE WALLOZOUNCEPPAINTPAPUBLIC ADDRESSPERFPERFORATEDPLASPLASTICPLPLASTIC LAMINATEPLBGPLUMBINGPLYWDPLYWOODPREFABPREFABRICATEDPSPROJECTION SCREENPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPSSPENCIL SHARPENER SUPPORTPTPORCELAIN TILAPVCPOLYVINYL CHLORIDEPVMTPAVEMENTQTQUARRY TILERRISERRARETURN AIRRAD/RRADIUSRBRESILIENT BASERCPREINFORCED CONCRETE PIPERDROOF DRAINREFREFERENCEREFRREFRIGERATORREINFREINFORCINGREQ'DREQUIREDREVREVISION(S)RMROOMR.O.ROUGH OPENINGROWRIGHT-OF-WAYSSOUTHSASUPPLY AIRSANSANITARYSCHEDSCHEDULESDSTORM DRAIN / SMOKE DETECTORSECTSECTIONSEWSEWERSGFTSTRUCTURAL GLAZED FACING TILESHTSHEETSIMSIMILARSPSPACESPEC(S)SPECIFICATION(S)SPKRSPEAKERSQSQUARESQ FT/SFSQUARE FEETSQ IN/SISQUARE INCHESSQ YD/SYSQUARE YARDSSSSTAINLESS STEELSTSTORM/STREETSTDSTANDARDSTLSTEELSTRUCTSTRUCTURALSUSPSUSPENDEDSWSHORT WAY / SIDEWALKSYMMSYMMETRY(ICAL)SYNTHSYNTHETICTTREADT&BTOP AND BOTTOMT>ONGUE AND GROOVETATOILET ACCESSORY(IES)TBTACKBOARDTCTOP OF CURBTELTELEPHONETERRTERRAZZOT.O.TOP OFTOCTOP OF CONCRETETOFTOP OF FOOTINGTOM TOP OF MASONRYTOSTOP OF STEELTVTELEVISIONTYPTYPICALTWSTACKABLE WALL SURFACEUNOUNLESS NOTED OTHERWISEUVUNIT VENTILATORURURINALVCTVINYL COMPOSITE TILEVCGWBVINYL COVERED GYPSUM WALLBOARDVERTVERTICALVFWCVINYL FABRIC WALLCOVERINGVIFVERIFY IN FIELDVITVITREOUSVOLVOLUMEVRVAPOR RETARDERVRBVENTED RESILIENT BASEVSVENT STACKVTVINYL STACKWWEST / WIDE / WIDTHW/WITHW/OWITHOUTWAWARDROBE ACCESSORIESWBWOOD BASEWCWATER CLOSET / WIND COLUMNWDWOODWHWATER HEATERWPWORKING POINTWSSKWALL SERVICE SINKWWFWELDED WIRE FABRICYDYARD / YARD DRAINARCHITECTURAL/SITE ABBREVIATIONSABBREVIATIONS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWDRAWING SYMBOLS LEGENDDRAWING SYMBOLS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWMATERIAL SYMBOLS LEGENDMATERIAL SYMBOLS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWSHEET INDEXVOLUME ACOVERABBREVIATIONS AND INDEXXXXXXA0.001SIMAX.XXXXXXAX.XXX RefX RefX RefX RefNameEL XXX'-XX"1ASLOPE1/12/XX###/XX###CALLOUTCEILING TAGKEY NOTE TAGEXTERIOR ELEVATIONINTERIOR ELEVATIONGRID HEADLEVEL LINEREVISION TAGROOF TYPE TAGBUILDING/WALL SECTIONDETAIL SECTIONROOF SLOPE TAGMATCHLINEVIEW REFERENCEDOOR TAG811811TB#1811.9811.9EXISTING CONTOURNEW CONTOURTEST BORING & NO.EXISTING POINT ELEVATIONNEW POINT ELEVATIONSTORM SEWER INLETS1A1.1SIM1A1.1SIMXX'-XX"XXWALL TAGWINDOW TAGROOM TAG1tSTOREFRONT TAGW###101ASPHALTEARTHGRAVEL, STONE, OR DRAINAGE FILLSAND, GROUT, PLASTER, GWB, OR PLAN VIEW OF SIDEWALKCONCRETETERRAZZOCUT STONEMARBLESLATEFACE BRICK (PLAN)GLAZED BRICKCONCRETE MASONRY UNIT (PLAN)CONCRETE MASONRY UNIT (SECTION)CONCRETE MASONRY UNIT(SOLID, IN SECTION)SPRAY-ON INSULATION OR FIRE PROTECTIONWIRE FENCE OR PARTITIONMETAL ROOF DECKLAMINATED WOOD BEAM (SMALL SCALE, SECTION)BATT INSULATIONRIGID INSULATIONROUGH WOODFINISH WOODWOOD OTHER THAN NOMINALPLYWOODGYPSUM WALLBOARD (LARGE SCALE)STUD WALL (PLAN) - DIMENSIONS TAKEN TO FINISH FACE OF WALL - SEE WALL TYPESSOLID PANEL FOLDING PARTITION OR OPERABLE WALLFABRIC ACCORDION FOLDING PARTITIONACOUSTICAL TILE CEILINGEXTERIROR INSULATION FINISH SYSTEMCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220127.00CARMEL HARTMAN FIELD IMPROVEMENTS5201 East Main StreetCarmel, Indiana 460335/11/2021 10:31:30 AM\\data1\citrixprofiles$\ksivilich\My Documents\220127.00 ARCH_ksivilichC8UKY.rvtCarmel Clay SchoolsABBREVIATIONS AND INDEXINDEXPROJECT ISSUE DATE: May 12, 2021Construction DocumentsDRAWN BY: KRS317-846-096601 SITEG1.0 OVERALL SITE PLANG1.01 SITE LAYOUT PLAN - NORTH PARKING LOTG1.02 SITE LAYOUT PLAN - BASEBALL COMPLEXESG1.03 VARSITY BASEBALL FIELD TURF LAYOUT PLANG1.04 VARSITY BASEBALL FIELD TURF GRAPHIC PLANG4.0 SITE DETAILSG4.01 SITE DETAILS - VARSITY SYNTHETIC TURF FIELDG4.02 SITE DETAILS - VARSITY SYNTHETIC TURF FIELDL1.0 SITE LANDSCAPE PLANL1.01 SITE LANDSCAPE DETAILSGD0.01 GENERAL NOTES AND LEGENDSV-1 BOUNDARY RETRACEMENT SURVEYSV-2 BOUNDARY RETRACEMENT SURVEYSV-3 TOPGRAPHIC SURVEYGD1.01 SITE DEMOLITION PLAN - NORTHGD1.02 SITE DEMOLITION PLAN - SOUTHGD1.03 SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEXGD1.04 SITE DEMOLITION PLAN - JUNIOR VARSITY COMPLEX - PHOTODETAILSGD1.05 SITE DEMOLITION PLAN - VARSITY BASEBALL COMPLEX - PHOTODETAILSGD1.06 SITE UTILITY DEMOLITION PLAN - NORTHGD1.07 SITE UTILITY DEMOLITION PLAN - SOUTHWESTGD1.08 SITE UTILITY DEMOLITION PLAN - SOUTHEASTG2.0 OVERALL GRADING PLANG2.01 GRADING PLAN - NORTHG2.02 GRADING PLAN - SOUTHWESTG2.03 GRADING PLAN - SOUTHEASTG2.04 EROSION CONTROL PLAN - NORTHG2.05 EROSION CONTROL PLAN - SOUTHWESTG2.06 EROSION CONTROL PLAN - SOUTHEASTG2.07 STORMWATER POLLUTION PREVENTION PLANG2.08 EROSION CONTROL DETAILSSU1.0 OVERALL SITE UTILITY PLANSU1.01 SITE UTILITY PLAN - NORTHSU1.02 SITE UTILITY PLAN - SOUTHWESTSU1.03 SITE UTILITY PLAN - SOUTHEASTSU3.01 SITE UTILITY DETAILSSU3.02 SITE UTILITY DETAILSSU3.03 SITE UTILITY DETAILSSU3.04 SITE UTILITY DETAILS02 STRUCTURALS0.01 GENERAL NOTESS1.01 OUTBUILDING - RESTROOM ADDITION - STRUCTURAL PLANS ANDSECTIONSS1.02 BLEACHER AND DUGOUT FOUNDATION PLANS AND DETAILSS1.03 MASONRY PIER PLANS AND SECTONSS3.01 FOUNDATION DETAILSS3.02 FOUNDATION DETAILSS3.03 SLAB DETAILSS4.01 MASONRY DETAILSS4.02 MASONRY DETAILS03 ARCHITECTURALA1.00 ARCHITECTURAL SITE PLANA1.01 DUGOUTS - JV FIELDA1.02 DUGOUTS - VARSITY FIELDA1.03 DUGOUTS - SECTIONS AND DETAILSA1.04 BLEACHERSA1.05 OUTBUILDING - RESTROOM ADDITIONA1.06 MASONRY COLUMN ENTRY AND GATEA1.07 VARSITY PRESSBOX AND SCOREBOARDA1.08 STORAGE BUILDING REPAINTA1.17 TOILET ROOM DETAILS AND DOOR INFORMATION05 PLUMBING & FIRE PROTECTIONP1.01 SYMBOLS & ABBREVIATIONSP2.01 PLUMBING PLANSP3.01 PLUMBING SCHEDULES AND DETAILS06 MECHANICALM1.01 SYMBOLS & ABBREVIATIONSM2.01 OUTBUILDING VENTILATION PLAN07 ELECTRICALE1.01 ELECTRICAL SYMBOL LEGENDE2.01 SITE ELECTRICAL PLAN - HARTMANE2.02 SITE ELECTRICAL PLAN - MURRAYE5.01 DUGOUT AND RESTROOM LIGHTING AND POWER PLANSE8.01 SCHEDULES AND RISER DIAGRAMPLANNORTHWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE
TBM#1 = 782.26A110F: DECORATIVE RESINOUS FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31A111F: DECORATIVE RESINOUSE FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH.
A110
A111
UPUPPRESSB
O
X
A103SEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOTSEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOTSEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEXSEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEXSEE ENLARGED G1.03 - SITE LAYOUT PLAN - VARSITY TURF FIELDINLETS, 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! PROPOSED 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 NOTESARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268G1.0OVERALL SITE PLANSITE KEYNOTESREFURBISHED EXISTING STORAGE BUILDING; SEE ARCHITECTURAL DRAWINGSFOR FURTHER INFORMATIONRENOVATED VARSITY BASEBALL FIELD DUGOUTS; SEE ARCHITECTURALDRAWINGS FOR FURTHER INFORMATIONNEW VARSITY BASEBALL COMPLEX PREFABRICATED PRESS BOX, SEEARCHITECTURAL DRAWINGS FOR FURTHER INFORMATIONNEW OUTBUILDING - RESTROOM ADDITION, SEE ARCHITECTURAL DRAWINGSFOR FURTHER INFORMATIONNEW JUNIOR VARSITY BASEBALL COMPLEX BLEACHERS, SEE ARCHITECTURALDRAWINGS FOR FURTHER INFORMATIONNEW JUNIOR VARSITY BASEBALL FIELD HOME AND AWAY DUGOUTS, SEEARCHITECTURAL DRAWINGS FOR FURTHER INFORMATIONMASONRY ENTRY AND GATE, SEE ARCHITECTURAL DRAWINGS FOR FURTHERINFORMATIONVICINITY MAP4012004080
TBM#3 = 775.53ADJOINER2INLETS, 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 PETROMAT ENVIROPAVING FABRIC - INSTALL PER MANUF. GUIDANCE AND RECOMMENDATIONS,SEE DETAIL #13 SHT G4.0STANDARD CONCRETE CURBING / RETAINING CURB WALL; VARIES IN HEIGHT,SEE CIVIL DRAWINGS AND DETAIL #14 SHT G4.O FOR FURTHER INFORMATION(HONEY COMB HATCH
) 4" CONCRETE WALK, SEE DETAILS #3 , #7 & #9 SHT G4.0MONOLITHIC 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 ARCHITECTURAL DRAWINGS ANDDETAIL #11 SHT G4.0 FOR FURTHER INFORMATION1' 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 AND FENCING, SEE ARCHITECTURALDRAWINGS FOR FURTHER 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 MATCHEX. TYP, SEE DETAILS #4, #6, & #7 SHT G4.01 AND PROJECT MANUAL FORFUTHER INFORMATIONNEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHTG4.02NEW 5'-7" HIGH MACRO BOX SLIDE GATE; COLOR (BLACK), 50' MAXOPENING, BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIESPER MANUF. WRITTEN RECOMMENDATIONS. PROVIDE A SLIDE DRIVE 40WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PERSECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TOFUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BELOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TOCOMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOPDETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE ISTO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5BSHT. G4.02 FOR GATENEW 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 FOUL POLE TO BE CLEANED,REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSEDOF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FOUL POLE PER DETAIL #3G4.02(NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING ATTACHED TOEXISTING BACKSTOP FENCING, SEE DETAIL #6 & #7 SHT 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- CLEAN ANDREPAIR AS NEEDED, PROTECT EXISTING CONCRETE PADS DURING THESTART OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02(CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0PARKING BUMPERS: PROVIDE PRECAST CONCRETE PARKING BUMPERS -6' IN LENGTH IN SPECIFIED ( YELLOW ) AND ( HANDICAPPED BLUE ) INQUANTITIES AND WITHIN SPECIFIED LOCATIONS AS NOTED ON DRAWINGS.EACH PARKING BUMPER IS TO BE INSTALLED ON AT-GRADE OF ASPHALTPAVEMENT - AND SHOULD BE MANUFACTURED WITH TWO HOLES TOACCOMMODATE THE INSTALLATION OF REBAR, SEE PROJECT MANUALFOR FURTHER INFORMATION.TYPICAL CONCRETE STOOP: SEE STRUCTURAL DRAWINGS FOR FURTHERINFORMATION( 6 TOTAL ) SIX SPACE BIKE RACKS SHALL BE ORIGINAL APEX "INVERTED U"BIKE PARKING WITH EMBEDMENT TYPE INSTALLATION AS MANUF. BYSITESCAPES 402-421-9479 IN COLOR AND FINISH AS SELECTED BYARCHITECT ( BLACK ) TYP, SEE DETAIL #19 SHT. G4.0NEW 7'-7" TALL , 46' MAX OPENING, MACRO BOX SLIDE GATE BY PROACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF.WRITTEN RECOMMENDATIONS, COLOR IS TO MATCH EXISTING FENCING( BLACK ). PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATEOPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERYBACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH ANOPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THEINSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLYWITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOPDETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT.GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING.SEE DETIAL #5A SHT. G4.02 FOR GATENEW KNOX LOCK BOXES (3 TOTAL); PROVIDE ( 1 ) KNOX LOCK BOX ATSPECIFIED GATE LOCATIONSEE SU1.02 FOR SANITARY CONNECTIONEXISTING CONCRETE PAVING TO REMAIN, PROTECTDURING CONSTRUCTIONEXISTING FENCING TO REMAIN, PROTECT DURINGCONSTRUCTIONPROPOSED SITE LEGENDHEAVY DUTY ASPHALT PAVEMENT6" CONCRETE SIDEWALK / PAD4" MONOLITHIC WALK AND CURB4" CONCRETE SIDEWALKPARKING SUMMARY1.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 NOTESARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #16/01/20211DESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 08/17/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268ADDENDUM #26/07/20212ADDENDUM #36/11/20213PR #17/27/20214G1.01SITE LAYOUT PLAN -NORTH PARKING LOT309003060VICINITY MAPSEE ENLARGED PLAN G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEXS
A110
A1111
123SITE KEYNOTES(DOTTED HATCH
) HEAVY DUTY ASPHALT PAVEMENT WITH PETROMAT ENVIROPAVING FABRIC - INSTALL PER MANUF. GUIDANCE AND RECOMMENDATIONS,SEE DETAIL #13 SHT G4.0STANDARD CONCRETE CURBING / RETAINING CURB WALL; VARIES IN HEIGHT,SEE CIVIL DRAWINGS AND DETAIL #14 SHT G4.O FOR FURTHER INFORMATION(HONEY COMB HATCH
) 4" CONCRETE WALK, SEE DETAILS #3 , #7 & #9 SHT G4.0MONOLITHIC 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 ARCHITECTURAL DRAWINGS ANDDETAIL #11 SHT G4.0 FOR FURTHER INFORMATION1' 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 AND FENCING, SEE ARCHITECTURALDRAWINGS FOR FURTHER 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 MATCHEX. TYP, SEE DETAILS #4, #6, & #7 SHT G4.01 AND PROJECT MANUAL FORFUTHER INFORMATIONNEW 8' HIGH DOUBLE FENCE GATE TO MATCH EXISTING, SEE DETAIL #4 SHTG4.02NEW 5'-7" HIGH MACRO BOX SLIDE GATE; COLOR (BLACK), 50' MAXOPENING, BY PRO ACCESS SYSTEMS WITH HARDWARE AND ACCESSORIESPER MANUF. WRITTEN RECOMMENDATIONS. PROVIDE A SLIDE DRIVE 40WITH HYDRAULIC GATE OPERATOR - 1 HP, OPERATING AT ONE FOOT PERSECOND. BATTERY BACKUP TO BE PROVIDED. GATE OPERATOR TOFUNCTION WITH AN OPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BELOCATED ON THE INSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TOCOMPLY WITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOPDETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT. GATE ISTO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING. SEE DETIAL #5BSHT. G4.02 FOR GATENEW 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 FOUL POLE TO BE CLEANED,REPAINTED . RIGHT FIELD FOUL POLE IS TO BE DEMOLISHED AND DISPOSEDOF LEGALLY OFF SITE - INSTALL NEW RIGHT FIELD FOUL POLE PER DETAIL #3G4.02(NEW) JV BACKSTOP FENCING; 25' CHAINLINK FENCING ATTACHED TOEXISTING BACKSTOP FENCING, SEE DETAIL #6 & #7 SHT 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- CLEAN ANDREPAIR AS NEEDED, PROTECT EXISTING CONCRETE PADS DURING THESTART OF CONSTRUCTION, SEE DETAIL #6 SHT G4.02(CONCRETE HATCH) 6" CONCRETE WALK, SEE DETAILS #4 , #7 SHT G4.0PARKING BUMPERS: PROVIDE PRECAST CONCRETE PARKING BUMPERS -6' IN LENGTH IN SPECIFIED ( YELLOW ) AND ( HANDICAPPED BLUE ) INQUANTITIES AND WITHIN SPECIFIED LOCATIONS AS NOTED ON DRAWINGS.EACH PARKING BUMPER IS TO BE INSTALLED ON AT-GRADE OF ASPHALTPAVEMENT - AND SHOULD BE MANUFACTURED WITH TWO HOLES TOACCOMMODATE THE INSTALLATION OF REBAR, SEE PROJECT MANUALFOR FURTHER INFORMATION.TYPICAL CONCRETE STOOP: SEE STRUCTURAL DRAWINGS FOR FURTHERINFORMATION( 6 TOTAL ) SIX SPACE BIKE RACKS SHALL BE ORIGINAL APEX "INVERTED U"BIKE PARKING WITH EMBEDMENT TYPE INSTALLATION AS MANUF. BYSITESCAPES 402-421-9479 IN COLOR AND FINISH AS SELECTED BYARCHITECT ( BLACK ) TYP, SEE DETAIL #19 SHT. G4.0NEW 7'-7" TALL , 46' MAX OPENING, MACRO BOX SLIDE GATE BY PROACCESS SYSTEMS WITH HARDWARE AND ACCESSORIES PER MANUF.WRITTEN RECOMMENDATIONS, COLOR IS TO MATCH EXISTING FENCING( BLACK ). PROVIDE A SLIDE DRIVE 40 WITH HYDRAULIC GATEOPERATOR - 1 HP, OPERATING AT ONE FOOT PER SECOND. BATTERYBACKUP TO BE PROVIDED. GATE OPERATOR TO FUNCTION WITH ANOPEN, STOP, CLOSE BUTTON - THE BUTTON IS TO BE LOCATED ON THEINSIDE OF THE COMPLEX FENCING. SAFETY FEATURES TO COMPLYWITH UL-325 PHOTO EYES, AND MILLER EDGES, AS WELL AS LOOPDETECTORS IMBEDDED WITHIN PROPOSED CONCRETE PAVEMENT.GATE IS TO BE LOCKABLE FROM THE INSIDE OF COMPLEX FENCING.SEE DETIAL #5A SHT. G4.02 FOR GATENEW KNOX LOCK BOXES (3 TOTAL); PROVIDE ( 1 ) KNOX LOCK BOX ATSPECIFIED GATE LOCATIONSEE SU1.02 FOR SANITARY CONNECTIONEXISTING CONCRETE PAVING TO REMAIN, PROTECTDURING CONSTRUCTIONEXISTING FENCING TO REMAIN, PROTECT DURINGCONSTRUCTIONPROPOSED 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 NOTESARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #16/01/20211DESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268ADDENDUM #26/07/20212ADDENDUM #36/11/20213G1.02SITE LAYOUT PLAN - BASEBALLCOMPLEXES309003060VICINITY MAPSEE ENLARGED PLAN G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOT
57'-0"UP6'-5 1/2"6'-3"ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268G1.03VARSITY BASEBALL FIELD TURFLAYOUT PLAN309003060INLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INTHE PROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHERSITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESCONSTRUCT 6" X 18" DEEP REINFORCED CONCRETE CURB AND 2X4" TREATEDNAILER STRIP AROUND PERIMETER OF SYNTHETIC TURF. SEE DETAIL #2 SHTG4.01.(WITHIN DOTTED HATCH) INSTALL STANDARD GREEN PLAYING FIELDSYNTHETIC TURF WITH SAND/ECOFILL ( BROWN ) MATERIAL MIX IN LIGHTSHADED AREAS AS NOTED ON SHT G1.04 GRAPHIC PLAN - OVER 6" MIN. FREEDRAINING AGGREGATE. SEE DETAILS #2 & #3 SHT G4.01 FOR TURF SYSTEM(WITHIN DARK SHADED AREAS) INFIELD AND SKINNED AREAS; INSTALL TANSYNTHETIC TURF WITH 1 34" PILE HEIGHT OF SAND/ECOFILL ( BROWN ) MATERIALMIX 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 SYSTEMINSTALL TAN WARNING TRACK SYNTHETIC TURF WITH 1 34" PILE HEIGHT OFSAND/WALNUT GROUNDS INFILL IN DARK SHADED AND HATCHED AREAS ASNOTED ON SHT G1.04 GRAPHIC PLAN OVER 6" MIN. FREE DRAINING AGGREGATE,SEE DETAILS #2 & #3 G4.01 FOR TURF SYSTEMINSTALL WHITE SYNTHETIC TURF BASELINE AND HOMEPLATE SYNTHETIC TURFMARKINGS AS NOTED AND AS PER NFHS GUIDELINES. INSTALL REMOVABLESHP-RBA-SCHUTT BURY-ALL HOME PLATE OVER SYNTHETIC TURF PERMANENTMARKINGS - INSTALL SHBBP-44-SHUTT GROUND ANCHOR MOUNTS AS MANUF. BYSPORTSFIELD SPECIALTIES 312-933-9680, SEE DETAIL #10 SHT G4.01, DETAILS #2& #8 SHT G4.02INSTALL WHITE SYNTHETIC SURFACING PERMANENT BASES IN LOCATIONS ANDAS REQUIRED BY NFHS GUIDELINES. INSTALL REMOVABLE SHBBPL-SCHUTTJACK CORBETT MLB HOLLYWOOD BASES - INSTALL SHBBP-44-SHUTT GROUNDANCHOR MOUNTS AS MANUF. BY SPORTSFIELD SPECIALTIES 312-99-9680 , SEEDETAIL #5 SHT G4.01 AND DETAIL #9 G4.02 - INSTALL PER MANUF.RECOMMENDATIONSINSTALL PORTABLE PITCHERS MOUND WITH PITCHING RUBBER IN LOCATIONSAS 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 ATHLETICS800-747-5985. SYNTHETIC TURF IS TO MATCH INFIELD AND SKINNED AREAS WITH1 34" PILE HEIGHT OF SAND/ECOFILL ( BROWN ) MATERIAL MIX, SEE DETAIL #7G4.02INSTALL PORTABLE DOUBLE BULLPEN MOUNDS WITH PITCHING RUBBER PERNFHS GUIDELINES. SYNTHETIC TURF IS TO MATCH INFIELD AND SKINNED AREASWITH 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 ABUTSSYNTHETIC TURF THICKEN CONCRETE SLAB TO 8 x 18 FOR ATTACHMENT OFNAILER BOARD. SEE DETAIL #3 SHT G4.01EXISTING FENCING TO REMAIN TYP. CONTRACTOR IS TO COORDINATE REMOVAL,STORAGE AND RE-INSTALL OF EXISTING ( BLUE ) WINDSCREEN FENCE COVERWITH OWNER PRIOR TO THE START OF CONSTRUCTIONCARMEL GREYHOUNDS FIELD LOGO IN COLOR AND SIZE AS SELECTED BYOWNER, SEE DETAIL #11 G4.01(MAGENTA DASH DOT LINE) NFHS REGULATEDTURF BASEBALL FIELD LAYOUT, SEE G1.03BASEBALL FIELD DIMENSIONS AND FIELDDIMENSIONS KEY FOR FURTHER INFORMATION,SEE DETAIL #9 G4.01 FOR FURTHER INFORMATION4" WIDE WHITE TUFTED SYNTHETIC FABRICSTRAIGHT POLE TO POLE TENSION NET SYSTEM ; @40' H X 80' LONG : TNPPSG - CUSTOM POLE TO POLETENSION NETTING SYSTEM AS MANUF. BYSPORTSFIELD SPECIALTIES 312-933-9680, SYSTEMINCLUDES POWDER COATED BLACK STEEL POLESWITH WELDED TABS, CABLING, HARDWARE PERDRAWINGS AND SPECIFICATIONS AND BLACK #36NYLON NETTING WITH 1-3/4" SQUARE MESH AND ROPEBOUND PERIMETER - INSTALL PER MANUF.RECOMMENDATIONS. TENSION NETTING SYSTEMFOUNDATIONS ARE TO BE CONSTRUCTED PER MANUF.RECOMMENDATIONS.MASONRY BACKSTOP ; INSTALL TNPPUC - CUSTOMPOLE TO POLE TENSION NETTING SYSTEM, INCLUDESPOWDER COATE BLACK STEEL POLES WITH WELDEDTABS, CABLING, HARDWARE PER DRAWINGS ANDSPECIFIECATIONS AND BLACK ULTRA CROSSKNOTLESS DYNEEMA NETTING WITH 1-3/4" SQUAREMESH AND A ROPE BOUND PERIMETER WITHINMASONRY BACKSTOP WALL .TENSION NETTINGSYSTEM FOUNDATIONS ARE TO BE CONSTRUCTEDPER MANUF. RECOMMENDATIONS, SEE DETAIL #1 SHTG4.01 AND ARCHITECTURAL DRAWINGS FORFURTHER INFORMATIONEXISTING FOUL POLES ( 2 ); LEFT FIELD LINE EXISTINGFLAGPOLE - CLEAN, REPAINT AND MAKE LIKE NEW TOMATCH EXISTING (FLUORESCENT YELLOW) COLOR.RIGHT FIELD EXISTING FLAGPOLE TO BE DEMOLISHEDAND DISPOSED OF LEGALLY OFF SITE - PROVIDE NEWFLAGPOLE PER DETAIL #3 G4.02PLYO TRAINING WALL; TO BE PROVIDED ANDINSTALLED BY OWNER - COORDINATE INSTALLATIONWITH OWNER PRIOR TO CONSTRUCTIONNEW 5' CHAIN LINK FENCING WITH YELLOW FENCINGCAP, SEE DETAIL #8 SHT G4.01*GENERAL NOTE - PROVIDE ALTERNATE FORSHOCKPAD, SEE PROJECT MANUAL FORFURTHER INFORMATION*GENERAL NOTE - IF ALTERNATE SHOCKPAD ISSELECTED - SYNTHETIC TURF INFILL RATIO ISTO 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 ComplexVICINITY MAP
8A1.05UP6'-5 1/2"6'-3"ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268G1.04VARSITY BASEBALL FIELD TURFGRAPHIC PLANSITE KEYNOTESHOME PLATE; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHERINFORMATIONPERMANENT BASE MARKINGS; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03FOR FURTHER INFORMATIONFOUL LINES; WHITE SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHERINFORMATIONINFIELD AND SKINNED AREAS; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FORFURTHER INFORMATIONWARNING TRACK; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHERINFORMATIONINFIELD LAWN AND OUTFIELD LAWN; ALTERNATING STANDARD GREEN & DARKGREEN SYNTHETIC TURF COLOR PANELS, SEE SHT G1.03 FOR FURTHERINFORMATIONSIDELINE AREAS; TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHERINFORMATIONSTANDARD GREEN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHERINFORMATIONREPLACEABLE VELCRO BATTERS/CATCHERS BOXES; WITH TAN SYNTHETIC TURFCOLOR WITH WHITE OUTLINING, SEE SHT G1.03 FOR FURTHER INFORMATIONDOUBLE BULLPEN PORTA-PITCH SYNTHETIC MOUND SYSTEM; TAN SYNTHETICTURF COLOR TO MATCH INFIELD AND SKINNED AREAS, SEE SHT G1.03 FORFURTHER INFORMATIONBULLPEN BATTING BOX; TAN SYNTHETIC TURF COLOR WITH WHITE OUTLINE, SEESHT G1.03 FOR FURTHER INFORMATIONCARMEL GREYHOUNDS FIELD LOGO; SEE SHT G1.03 FOR FURTHERINFORMATIONREPLACEABLE 2ND AND 3RD BASE SLIDING LANES; VELCRO SYNTHETIC TURF PIECE- TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATIONREPLACEABLE 1ST BASE LEAD OFF ZONE; VELCRO SYNTHETIC TURF PIECE -TAN SYNTHETIC TURF COLOR, SEE SHT G1.03 FOR FURTHER INFORMATIONPERMANENT PITCHING CIRCLE; 4" WHITE OUTLINE WITH TAN SYNTHETIC TURFCOLOR WITHIN CIRCLE, SEE SHT G1.03 FOR FURTHER INFORMATIONBATTING CAGE ARTIFICIAL TURF; STANDARD GREEN SYNTHETIC TURF COLOR,SEE SHT G1.03 FOR FURTHER INFORMATIONTUFTED ON DECK CIRCLE MARKING; 4" WHITE SYNTHETIC TURF, SEE SHT G1.03FOR FURTHER INFORMATIONRENOVATED DUGOUTS; SEE ARCHITECTURAL DRAWINGS FOR FURTHERINFORMATIONNEW 5' FENCING WITH ACCESSORIES, HARDWARE AND CORRUGATED YELLOWFENCE CAP206002040INLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INTHE PROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHERSITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESVICINITY MAP
ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTPR #17/27/20213DESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 08/17/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268ADDENDUM #26/07/20212G4.0SITE DETAILS
TBM#1 = 782.26REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH.A1.064A1.062A1.0632'-8"8'-4"2'-8"2'-8"13'-8"UPUPPRES
SBOX
A103A103SYNTHETIC TURF BASEBALL FIELDLAWNLAWNLAWNLAWNLAWNNATURAL TURF BASEBALL FIELDPROPOSED HEAVY DUTY PAVINGPROTECTEXISTINGFENCE TOREMAINPROTECTEXISTINGFENCE TOREMAINARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268L1.0SITE LANDSCAPING PLAN4012004080INLETS, 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! VICINITY MAP
ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268L1.01SITE LANDSCAPE DETAILS• • • • • • • • • • • •
ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268GD1.04SITE DEMOLITION PLAN -JUNIOR VARSITY BASEBALLCOMPLEX PHOTO DETAILSEXISTING STADIUM LIGHTING POLES AND BASES TO REMAIN - SEE ELECTRICALDRAWINGS FOR FURTHER INFORMATIONEXISTING STORAGE BUILDING TO REMAIN - REFER TO ARCHITECTURALDRAWINGS FOR FURTHER INFORMATION(CONCRETE HATCH) EXISTING PAVING - ALONG ALL FOUR SIDES OF EXISTINGSTORAGE BUILDING TO BE REMOVED8' DOUBLE CHAIN LINK GATE TO BE REMOVEDEXISTING JUNIOR VARSITY DUGOUTS ( 2 ) , FENCING AND PAVING TO BEREMOVEDEXISTING WATER PUMP / MECHANICAL AREA TO REMAIN - PROTECT DURINGCONSTRUCTIONEXISTING NORWAY SPRUCES TO REMAIN - PROTECT DURING CONSTRUCTIONEXISTING FIBER OPTIC BOX TO TO REMAIN - PROTECT DURING CONSTRUCTION(CONCRETE HATCH) EXISTING CONCRETE PAVING TO BE REMOVEDEXISTING 8' SINGLE GATE AND FENCING TO BE REMOVEDEXISTING DRAIN - SEE CIVIL DRAWINGS FOR FURTHER INFORMATION24' x 12'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTNGBLEACHER LOCATIONSBACKSTOP CHAIN LINK FENCE TO BE REMOVED - ALONGSIDE HOME DUGOUTSTO BE REMOVED*GENERAL NOTE ; SEE SITE DEMOLITION PLANS FOR FURTHERINFORMATION*GENERAL NOTE ; PAGE READS FROM TOP OF PAGE - RIGHT TO LEFT12' x 8'+/- EXISTING BLEACHERS TO REMAIN - REFER TO PLANS FOR EXISTINGBLEACHER LOCATIONSEXISTING 8' FENCING AND RIGHT FIELD FOULPOLE TO BE REMOVED4012004080
ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268GD1.05SITE DEMOLITION PLAN -VARSITY BASEBALL COMPLEXPHOTO DETAILSEXISTING 5' FENCING AND (20'+/-) CANTILEVER GATE - ALONG RIGHT FIELD LINETO BE REMOVEDEXISTING RIGHT FIELD LINE BULLPEN - SEATING BENCH TO REMAIN - PROTECTDURING CONSTRUCTION - CONTRACTOR IS TO COORDINATE STORAGE WITHOWNER PRIOR TO THE START OF CONSTRUCTIONEXISTING LEFT FIELD LINE BULLPEN - SEATING TO REMAIN - PROTECT DURINGCONSTRUCTION - CONTRACTOR IS TO COORDINATE STORAGE WITH OWNERPRIOR TO THE START OF CONSTRUCTIONEXISTING 8' DOUBLE GATE AND FENCING TO REMAIN - PROTECT DURING THESTART OF CONSTRUCTIONVISITORS SIDE 8' SINGLE GATE AND BACKSTOP TO BE REMOVEDEXISTING 5' GATE TO BE REMOVEDEXISTING CHAIN LINK FENCING ALONG HOME AND VISITOR DUGOUTS - FENCINGWITH PADS, AND LAWN TO BE REMOVEDEXISTING LEFT FIELD LINE FENCING, 5' DOUBLE GATE, AND PAVING TO BEREMOVEDEXISTING 5' FENCING TO REMAIN - STRAIGHT SECTION OF FENCING TO REMAIN -PROTECT DURING THE START OF CONSTRUCTIONEXISTING FENCING, GATE AND ENTRY PAVING TO REMAIN - PROTECT DURINGTHE START OF CONSTRUCTIONEXISTING FENCING WITH PADS, LAWN AND 8' SINGLE GATE TO BE REMOVEDEXISTING JERSEY BARRIERS TO BE RELOCATED TO JV COMPLEX - SEE SITELAYOUT PLAN G1.02 FOR FURTHER INFORMATIONEXISTING BATTING TUNNEL TO BEPROTECTED - COORDINATE STORAGEWITH OWNER PRIOR TO THE START OFCONSTRUCTIONEXISTING BATTING CAGES ( 2 ) ; 75' x 18' -TO BE REMOVED IN ITS ENTIRETYEXISTING 5' GATES ( 2 ) TO BE REMOVEDEXISTING 23' BACKSTOP FENCING TO BEREMOVED*GENERAL NOTE ; SEE SITE DEMOLITION PLANS FOR FURTHERINFORMATION*GENERAL NOTE ; PAGE READS FROM TOP OF PAGE - RIGHT TO LEFTEXISTING 5' FENCING - RIGHT FIELD LINE TO BE REMOVEDEXISTING 8' FENCING AND RIGHT FIELDFOUL POLE TO BE REMOVEDHOME SITE DUGOUTS TO REMAIN - SEEARCHITECTURAL DRAWINGS FORFURTHER INFORMATIONHOME DUGOUT FENCING - BOTH HOMEAND VISITORS SIDES TO BE REMOVED23' BACKSTOP FENCING AND ( 2 ) 8' SINGLEGATES TO BE REMOVEDEXISTING BLEACHERS TO REMAIN -PROTECT DURING CONSTRUCTION -CLEAN PRIOR TO THE CONCLUSION OFCONSTRUCTION EFFORTSEXISTING PRESS BOX - SEEARCHITECTURAL DRAWING FOR FURTHERINFORMATION4012004080
PROJECT SITEPROJECT SITEE. MAIN STREETE. 126TH STREETGRAY ROAD
HAZEL DELL PARKWAYYsnAYoxAYmsB2YmsB2YoxB2YmsB2YoxA
ARCHITECTCarmel Clay SchoolsCONSULTANTConstruction DocumentsWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 East Main StreetCarmel, Indiana 46033CARMEL HARTMANFIELD IMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: May 12, 2021DRAWN BY: HHWWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268REV.NO.DESCRIPTIONDATEG2.07STORMWATER POLLUTIONPREVENTION PLANINLETS, 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!
TBM#2 = 791.71TBM#3 = 775.53TBM#1 = 782.26WTRSANWTRWTRSANSANWTRSANSAN SAN
WTRST-106ST-110ST-111ST-114ST-113ST-112ST-109ST-107ST-105ST-104ST-102ST-103ST-108ST-108AUNDERGROUNDDETENTIONCHAMBERSST-101ST-202ST-201STORM STRUCTURE TABLESTR.NO.101102103104105106107108A108109110111112113114201202STRUCTURE???Type "C" ManholeInlet Type "A"Inlet Type "E"Type "C" ManholeInlet Type "E"Type "C" ManholeType "C" ManholeType "C" ManholeType "C" Manhole???Inlet Type "E"Type "C" ManholeType "C" Manhole?????????CASTING TYPE???R-1772R-4342R-4215-CR-1772R-4215-CR-4342R-1772R-1772R-4342???R-4215-CR-1772R-1772?????????RIM779.30781.90780.05778.96780.00778.90780.89783.00784.24781.22778.89778.56780.44780.17777.33783.03782.30INCOMING 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 777.40 (S) [108A]12" HDPE Pipe 776.14 (W) [107]15" HDPE Pipe 776.99 (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 777.50 (N) [108]15" HDPE Pipe 777.40 (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]OUTGOINGPIPE L.F.290'29'108'143'80'57'93'18'136'46'32'65'193'42'44'OUTGOINGPIPE SIZE15" HDPE Pipe15" HDPE Pipe12" HDPE Pipe18" HDPE Pipe18" HDPE Pipe12" HDPE Pipe12" HDPE Pipe12" HDPE Pipe15" HDPE Pipe15" HDPE Pipe12" HDPE Pipe12" HDPE Pipe24" HDPE Pipe24" HDPE Pipe12" HDPE PipeOUTGOINGGRADE0.30%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 TOSTR.102104104105112107109108109112111112113114202REMARKSEnd Section - -End Section - - Aquaswirl XC-7 Per ManufacturerEnd Section - -ACO Trench Drain Per ManufacturerEnd Section -End Section - - -ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS"ARCHITECTCarmel Clay SchoolsCONSULTANTConstruction DocumentsWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 East Main StreetCarmel, Indiana 46033CARMEL HARTMANFIELD IMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: May 12, 2021DRAWN BY: HHWWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268REV.NO.DESCRIPTIONDATEPR #108/17/20211DETENTION REVISION09/24/20212SU1.0OVERALL SITE UTILITY PLANTHE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED ANDAS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTIONPLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TOSPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THECITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGNENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULLFLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTEDAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURECOMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.STORM SEWER NOTEUTILITY PLAN LEGENDPROPOSED 2" PVC WATER LINEPROPOSED 8" PVC SANITARY SEWER PIPEWTRSAN60180060120INLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4.SEE SHEET G2.1 FOR GRADING PLAN.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILLBE PRIVATE OWNED.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE ORRELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITHNEW STORM SEWER INSTALLATION.GENERAL NOTES
MATCH LINE (NORTH/SOUTH)WTRWTRSANSANWTRST-102RIM. = 781.90'INV. 776.96 (S)INV. 776.86 (E)ST-104RIM. = 778.96'INV. 776.77 (W)INV. 776.77 (S)INV. 776.67 (N)ST-103RIM. = 780.05'INV. 777.10 (N)ST-101INV. 777.83 (N)25761831110121214141516162298 L.F. OF 12" PERFORATEDPVC @ 0.50% MIN. SLOPE385 L.F. OF 12" PERFORATEDPVC @ 0.50% MIN. SLOPE356 L.F. OF 6" PERFORATEDPVC @ 0.50% MIN. SLOPEINV. = 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. = 783.00TOP OF STONE = 782.50TOP OF CHAMBERS = 781.50BOTTOM OF CHAMBERS = 779.00BOTTOM OF STONE = 778.5021 ROWS OF 27 CHAMBERS = 47,355 CFT.191919191919192020ST-202INV. 781.17 (W)14INLETS, 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! ARCHITECTCarmel Clay SchoolsCONSULTANTConstruction DocumentsWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 East Main StreetCarmel, Indiana 46033CARMEL HARTMANFIELD IMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: May 12, 2021DRAWN BY: HHWWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268REV.NO.DESCRIPTIONDATESU1.03SITE UTILITY PLAN - SOUTHEAST3090030601.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4.SEE SHEET G2.1 FOR GRADING PLAN.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILLBE PRIVATE OWNED.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE ORRELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITHNEW STORM SEWER INSTALLATION.GENERAL NOTESTHE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED ANDAS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTIONPLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TOSPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THECITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGNENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULLFLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTEDAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURECOMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.STORM SEWER NOTE UTILITY KEYNOTES1.PROPOSED 12" HDPE STORM SEWER PIPE2.PROPOSED 15" HDPE STORM SEWER PIPE3.PROPOSED 18" HDPE STORM SEWER PIPE4.PROPOSED 24" HDPE STORM SEWER PIPE5.PROPOSED STORM FLARED END SECTION6.PROPOSED STORM MANHOLE7.PROPOSED STORM INLET8.PROPOSED STORM TRENCH DRAIN9.PROPOSED MECHANICAL STORMWATER QUALITY BMP10.PROPOSED 1"x 12" FLAT PIPE UNDERDRAIN11.PROPOSED 6" PVC PERIMETER DRAIN @ 0.5%12.PROPOSED 12" PVC PERIMETER DRAIN @ 0.5%13.CONNECT FORCE MAIN TO EXISTING SANITARY SEWER14.608 LF OF 2" WATER LINE15.SANITARY LIFT STATION - SEE DETAIL 4 ON SHEET P3.0116.783 LF OF SANITARY FORCE MAIN - SEE PLUMBING PLANSHEET P2.01 FOR SIZE.17.PROPOSED SANITARY DOG HOUSE MANHOLE WITH FLAT TOP18.EXISTING SANITARY LINE - PER RECORD DRAWINGS19.PROPOSED STORM SEWER POTENTIAL CONFLICT WITHEXISTING UTILITY. CONTRACTOR TO VERIFY TOP ANDBOTTOM ELEVATIONS OF EXISTING UTILITY PRIOR TOCONSTRUCTION.20.ADJUST UTILITY BOX TO NEW FINISH GRADE AND LOWEREXISTING UTILITY AS REQUIRED TO MEET MINIMUM COVERREQUIREMENTS. RELOCATE IF NECESSARY, COORDINATEWITH UTILITY OWNER.21.CONNECT PROPOSED WATER LINE TO EXISTING WATER LINEAT WATER METER LOCATION.UTILITY PLAN LEGENDPROPOSED 2" PVC WATER LINEPROPOSED 8" PVC SANITARY SEWER PIPEWTRSAN
VARIES
16" MIN.12" TO 15""A"PIPE SIZE24" X 24"STRUCTURE SIZING CHART"F"30" X 30""M"24" X 36"1" = 1'-0"STORM INLET DETAILINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.INSIDE DIMENSION* SEE SIZING CHART ABOVESEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEINSIDE DIMENSION
* SEE SIZING CHART ABOVE
MAX. NUMBER OFSIDES OF THEINLET WITH PIPES318" TO 24"315" TO 18"3NOTES:1.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".2.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH DETAILNO SCALENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN.
4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYSTORM SEWER / WATER LINE CROSSING DETAILNONENO SCALE1 1/2" RAD.WALLDIAMETERR-1E
1 1/2" RAD.WALL1/32 TAPER PERINCH PER SIDEWALLR-1EWALLDIA.+1A DIAMETERHORIZONTAL FLAREVERTICAL FLARESECTION BBR-2BSKIRTDIAMETERABDBCWALLDIAMETERSECTION AAG or T(TONGUE-INLET END)WALL(GROOVE-OUTLET END)A5224998842672246550454828353921212121 PORTIONS OF A.S.T.M. SPECIFICATION C76.NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE788478676606672675455564144301635024247878308750106301252024348040276078786599991141207985999999100619610210867739055444124248924363835242432246776SIZE SCHEDULE46483830251934353946232736424430333333332212431518222222481019304100538015212190315012136363545891280152097409906935432727WALLDIA.122G or T1AWT. SEC530424B28735497987397727837436066313473737373224248253036161941417272420222318151755551316161415121112443472CDDIA.+1E2413R-2R-1109SKIRT3PRECAST FLARED END SECTION DETAILSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"EXTERIOR CLEANOUT DETAILVARIES
FINISH GRADESTORM SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAINLINE (MAX. 8"REQUIRED ONSTORM SEWERS)1'-0"1'-0"MIN.6"
1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLAR(CONCRETE SHALLNOT BE INCONTACT w/ PIPE)PRECAST CONCRETESECTIONSMANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTED SUBGRADEOUTLET CONTROL STR 108 DETAILNOT TO SCALE24" DIA.SEE SCHEDULEFOR CASTING TYPEELEV: 784.24FINISHGRADEASPHALTIC MASTIC ORBUTYL RUBBER SEALBETWEEN JOINTS8" REDUCER CAP16"PLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKET ASPHALTICMASTIC OR BUTYL RUBBERSEAL AT JOINTS12" THICK STEEL PLATERESTRICTOR12" HDPE INFLUENTINV. = 777.4015" HDPE OUTLETINV. = 777.402' SUMP
REQ'D.BASE 6" OR 8"PER SECTION#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)12" HDPEINFLUENTPIPE1
2
"
HDPEOUTLETPIPE12" THICK STEEL PLATERESTRICTOR1/2" THICK STEEL PLATEANGLE BRACKET (TYP.)MANHOLE BTMINV. = 775.40TOP OF PLATEELEV = 781.41 (100-YR)6" DIA. CIRCULAR ORIFICEINV. = 777.406" CIRCULAR ORIFICEINV. = 779.50ACO TRENCH DRAIN CHANNEL DETAILSEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONFINISH GRADEASPHALTICMASTIC OR BUTYLRUBBER SEALBETWEEN JOINTSPRECAST CONCRETE ADJUSTINGRINGS AS NEEDED (12" OF RINGS MAX.)ECCENTRIC CONE OR REDUCERCAP AS REQUIRED BY SITECONDITIONS. CONE TOP TOMATCH ADJUSTING RING PROFILE.48" DIA.5"16"
TYP.PRECAST CONCRETESECTIONSPREFORMED HOLE TO MAX.OF PIPE O.D. + 6" W/ NONSHRINK CEMENT GROUTBENCHWALLS AT MIN. 1/2" PERFOOT SLOPE. BENCHWALLS TOBE CONSTRUCTED TO SPRINGLINE OF PIPE.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTEDSUBGRADEPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKETASPHALTIC MASTICOR BUTYL RUBBERSEAL AT JOINTSBASE 6" OR 8"PER SECTION3"#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)STORM MANHOLE TYPE "C" DETAIL1/2" = 1'-0"24" DIA.SEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.NOTES:1.MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.2.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS".3.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.SU3.01SITE UTILITY DETAILSARCHITECTCarmel Clay SchoolsCONSULTANTConstruction DocumentsWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 East Main StreetCarmel, Indiana 46033CARMEL HARTMANFIELD IMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: May 12, 2021DRAWN BY: HHWWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268REV.NO.DESCRIPTIONDATEPR #108/17/20211DETENTION REVISION09/24/20212
ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING _____ FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. M. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW###A1.064A1.062A1.0632'-8" 8'-4" 2'-8"2'-8"13'-8"9'-4" 2'-0"2" 2'-8" 8'-4" 2'-8" 2"1 COURSE10 COURSES1 COURSE10 COURSES1 COURSE10 COURSES1 COURSE8" 4" 1'-4" 4" 5'-6"IRON GATE TO MATCH EXISTINGBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)13'-4"CAST STONE SIGNAGE TO MATCH EXISTINGCAST STONEFINISH GRADEREINFORCING ROD ANCHORED TO MASONRY CMU PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHT.CONCRETE FOUNDATION, SEE STRUCTURALCARMEL HIGH SCHOOL BASEBALL COMPLEXBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)CAST STONE SIGNAGE, TWO PANELS, TO MATCH EXISTINGCAST STONECONCRETE FOUNDATION, SEE STRUCTURAL1'-4"5'-6"4"1'-4"4"9'-4"REINFORCING ROD ANCHORED TO MASONRY PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHTIRON GATE TO MATCH EXISTINGBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)CAST STONE SIGNAGE TO MATCH EXISTINGCAST STONEFINISH GRADECONCRETE FOUNDATION, SEE STRUCTURAL13'-4"5'-6"4"1'-4"4"9'-4"REINFORCING ROD ANCHORED TO MASONRY PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHTA1.0662'-8"2'-8"9'-4"FIRST FLOOREL.= 100' -0"1" 2'-8" 1"1 1/2"2 1/2"3'-4"5'-6"6" 10 3/4" 6"10.75 DIA. POLE FOR TENSION NETTING SYSTEM(BY OTHERS)CAST STONE COPING12" SPLIT FACE CMUFINISH GRADE12" CMU, GROUT SOLID BELOW GRADECONCRETE FOUNDATION, SEE STRUCTURALEXISTING BLEACHERSSINGLE WYTHE FLASHING SYSTEM, STOP AT REBARCONCRETE FOUNDATION PER TENSION NETTING MFR RECOMMENDATIONS2'-9 1/4" 2'-8"2'-8"2'-9 1/4"2'-8"FIRST FLOOREL.= 100' -0"2 PIECE CAST STONE COPING12" SPLIT FACE CMU, GROUT CORES EVERY 16" O.C. FOR CAST STONE ANCORAGEFINISH GRADE12" CMU, GROUT SOLID BELOW GRADECONCRETE FOUNDATION, SEE STRUCTURALSINGLE WYTHE FLASHING SYSTEM, STOP AT REBAR3'-4"COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTPROJECT NUMBER: 220127.00CARMEL HARTMAN FIELD IMPROVEMENTS5201 East Main StreetCarmel, Indiana 460335/10/2021 4:33:14 PM\\data1\citrixprofiles$\ksivilich\My Documents\220127.00 ARCH_ksivilichC8UKY.rvtCarmel Clay SchoolsMASONRY COLUMN ENTRY ANDGATEA1.06PROJECT ISSUE DATE: May 12, 2021Construction DocumentsDRAWN BY: KRS317-846-0966NO.DESCRIPTIONPLANNORTHSCALE: 1/4" = 1'-0"1MASONRY ENTRY AND GATESCALE: 1/4" = 1'-0"2MASONRY ENTRY - NORTHELEVATIONSCALE: 1/4" = 1'-0"3MASONRY ENTRY - EASTELEVATIONSCALE: 1/4" = 1'-0"4MASONRY ENTRY - SOUTHELEVATIONFACE BRICK8" CMU GROUTED SOLID, FULL HEIGHTREFER TO SITE PLAN FOR GATE LOCATION AND ORIENTATION.SCALE: 1/4" = 1'-0"5MASONRY PILASTERSCALE: 1/4" = 1'-0"6MASONRY PILASTER, TYP.SCALE: 1/2" = 1'-0"7SECTION - BACKSTOP WALL - POLESCALE: 1/4" = 1'-0"8MASONRY CORNERSCALE: 1/2" = 1'-0"9SECTION - BACKSTOP WALLWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE
ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING _____ FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. M. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW###1'-0 1/4"3'-4"9 1/4"3'-4 1/2"4 1/2"3'-4 1/2"4 1/2"3'-4 1/2"4 1/2"3'-4 1/2"1'-1 3/4"6"V.I.F.8'-6"1'-3"V.I.F.20'-10 3/4"13'-10 1/2"ROOF OUTLINE ABOVEROOF OUTLINE ABOVESCORER'S TABLE PER SPEC.VARSITY PRESSBOXA107WINDOWS PER SPEC.EXISTING GUARDRAIL TO REMAINEXISTING GUARDRAIL TO REMAINEXISTING BLEACHERSDEMO NOTE: REMOVE EXISTING VARSITY PRESSBOX TO EXISTING PLATFORM, COMPLETE. CAP EXISTING UTILITIES AS REQUIRED AND PREPARE UTILITIES, AND REMAINING PLATFORM TO RECIEVE NEW PRESSBOX AS DRAWN BELOW. NEW PRESSBOX TO FIT ONTO EXISTING BLEACHER PLATFORM. SALVAGE EXISTING SCOREBOARD AND SOUND SYSTEM EQUIPMENT AND SET ASIDE FOR REINSTALLATION IN NEW PRESSBOX.A107A1.073EXISTING STEEL COLUMN. CLEAN, SCRAPE ALL LOOSE PAINT, PRIME AND REPAINT TO MATCH EXISTING COLORS, TYP. EXISTING OUTFIELD FENCEOUTLINE OF SCOREBOARD, ABOVE. 3'-0"10'-0"9'-11"10'-0"3'-0"V.I.F.12'-0"V.I.F.9'-8"EXISTING STEEL COLUMN. CLEAN, SCRAPE ALL LOOSE PAINT, PRIME AND REPAINT TO MATCH EXISTING COLORS, TYP. EXISTING SCOREBOARD. PROTECT ALL ELECTRONICS PRIOR TO BEGINNING NEW WORK. CLEAN, SCRAPE ALL LOOSE PAINT, PRIME AND REPAINT TO MATCH EXISTING COLORS, TYP. COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTPROJECT NUMBER: 220127.00CARMEL HARTMAN FIELD IMPROVEMENTS5201 East Main StreetCarmel, Indiana 460335/4/2021 11:54:20 AM\\data1\citrixprofiles$\ksivilich\My Documents\220127.00 ARCH_ksivilichC8UKY.rvtCarmel Clay SchoolsVARSITY PRESSBOX ANDSCOREBOARDA1.07PROJECT ISSUE DATE: May 12, 2021Construction DocumentsDRAWN BY: Author317-846-0966NO.DESCRIPTIONPLANNORTHSCALE: 1/4" = 1'-0"1VARSITY BASEBALL PRESSBOXARCHITECTURAL FLOOR PLANSCALE: 1/4" = 1'-0"2SCOREBOARD PLANSCALE: 1/4" = 1'-0"3SCOREBOARD ELEVATIONREFER TO SITE PLAN FOR BUILDING LOCATION AND ORIENTATION.REFER TO SITE PLAN FOR SCOREBOARD LOCATION AND ORIENTATION.WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE
TBM#1 = 782.26A110F: DECORATIVE RESINOUS FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31A111F: DECORATIVE RESINOUSE FLOORINGB: DECORATIVE RESINOUS FLOORINGW: MASONRY - PAINT CODE 4.223C: PLYWOOD - PAINT CODE 6.31REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH.
A110
A111
UPUPPRESSB
O
X
A103SEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOTSEE ENLARGED G1.01 - SITE LAYOUT PLAN - NORTH PARKING LOTSEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEXSEE ENLARGED G1.02 - SITE LAYOUT PLAN - BASEBALL COMPLEXSEE ENLARGED G1.03 - SITE LAYOUT PLAN - VARSITY TURF FIELDINLETS, 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! PROPOSED 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 NOTESARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268G1.0OVERALL SITE PLANSITE KEYNOTESREFURBISHED EXISTING STORAGE BUILDING; SEE ARCHITECTURAL DRAWINGSFOR FURTHER INFORMATIONRENOVATED VARSITY BASEBALL FIELD DUGOUTS; SEE ARCHITECTURALDRAWINGS FOR FURTHER INFORMATIONNEW VARSITY BASEBALL COMPLEX PREFABRICATED PRESS BOX, SEEARCHITECTURAL DRAWINGS FOR FURTHER INFORMATIONNEW OUTBUILDING - RESTROOM ADDITION, SEE ARCHITECTURAL DRAWINGSFOR FURTHER INFORMATIONNEW JUNIOR VARSITY BASEBALL COMPLEX BLEACHERS, SEE ARCHITECTURALDRAWINGS FOR FURTHER INFORMATIONNEW JUNIOR VARSITY BASEBALL FIELD HOME AND AWAY DUGOUTS, SEEARCHITECTURAL DRAWINGS FOR FURTHER INFORMATIONMASONRY ENTRY AND GATE, SEE ARCHITECTURAL DRAWINGS FOR FURTHERINFORMATIONVICINITY MAP4012004080
TBM#1 = 782.26REMOVE EXISTING DOUBLEDOOR, INFILL OPENING WITH CMUTO MATCH EXISTING. PAINT WALLTO MATCH ADJACENT FINISH.A1.064A1.062A1.0632'-8"8'-4"2'-8"2'-8"13'-8"UPUPPRES
SBOX
A103A103SYNTHETIC TURF BASEBALL FIELDLAWNLAWNLAWNLAWNLAWNNATURAL TURF BASEBALL FIELDPROPOSED HEAVY DUTY PAVINGPROTECTEXISTINGFENCE TOREMAINPROTECTEXISTINGFENCE TOREMAINARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTDESIGN DEVELOPMENTWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.5201 E MAIN STREETCARMEL, IN 46033CARMELHARTMAN FIELDIMPROVEMENTSPROJECT NUMBER: 220127.00PROJECT ISSUE DATE: 05/12/2021DRAWN BY:EBPROJECT220127.00WI
LLI
AME.PAYNEREGISTEREDINDIANAARCHITECT 4169STATE OFNo.WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268L1.0SITE LANDSCAPING PLAN4012004080INLETS, 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! VICINITY MAP
ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING _____ FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. M. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW###A1.064A1.062A1.0632'-8" 8'-4" 2'-8"2'-8"13'-8"9'-4" 2'-0"2" 2'-8" 8'-4" 2'-8" 2"1 COURSE10 COURSES1 COURSE10 COURSES1 COURSE10 COURSES1 COURSE8" 4" 1'-4" 4" 5'-6"IRON GATE TO MATCH EXISTINGBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)13'-4"CAST STONE SIGNAGE TO MATCH EXISTINGCAST STONEFINISH GRADEREINFORCING ROD ANCHORED TO MASONRY CMU PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHT.CONCRETE FOUNDATION, SEE STRUCTURALCARMEL HIGH SCHOOL BASEBALL COMPLEXBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)CAST STONE SIGNAGE, TWO PANELS, TO MATCH EXISTINGCAST STONECONCRETE FOUNDATION, SEE STRUCTURAL1'-4"5'-6"4"1'-4"4"9'-4"REINFORCING ROD ANCHORED TO MASONRY PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHTIRON GATE TO MATCH EXISTINGBRICK 2 (ACCENT -MATCH EXISTING)BRICK 1 (FIELD -MATCH EXISTING)CAST STONE SIGNAGE TO MATCH EXISTINGCAST STONEFINISH GRADECONCRETE FOUNDATION, SEE STRUCTURAL13'-4"5'-6"4"1'-4"4"9'-4"REINFORCING ROD ANCHORED TO MASONRY PIER IN OPEN CHANNELS FULL HEIGHT OF SIGN, TWO EACH SIDE, EACH PANEL. GROUT CHANNELS SOLID FULL HEIGHTA1.0662'-8"2'-8"9'-4"FIRST FLOOREL.= 100' -0"1" 2'-8" 1"1 1/2"2 1/2"3'-4"5'-6"6" 10 3/4" 6"10.75 DIA. POLE FOR TENSION NETTING SYSTEM(BY OTHERS)CAST STONE COPING12" SPLIT FACE CMUFINISH GRADE12" CMU, GROUT SOLID BELOW GRADECONCRETE FOUNDATION, SEE STRUCTURALEXISTING BLEACHERSSINGLE WYTHE FLASHING SYSTEM, STOP AT REBARCONCRETE FOUNDATION PER TENSION NETTING MFR RECOMMENDATIONS2'-9 1/4" 2'-8"2'-8"2'-9 1/4"2'-8"FIRST FLOOREL.= 100' -0"2 PIECE CAST STONE COPING12" SPLIT FACE CMU, GROUT CORES EVERY 16" O.C. FOR CAST STONE ANCORAGEFINISH GRADE12" CMU, GROUT SOLID BELOW GRADECONCRETE FOUNDATION, SEE STRUCTURALSINGLE WYTHE FLASHING SYSTEM, STOP AT REBAR3'-4"COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTPROJECT NUMBER: 220127.00CARMEL HARTMAN FIELD IMPROVEMENTS5201 East Main StreetCarmel, Indiana 460335/10/2021 4:33:14 PM\\data1\citrixprofiles$\ksivilich\My Documents\220127.00 ARCH_ksivilichC8UKY.rvtCarmel Clay SchoolsMASONRY COLUMN ENTRY ANDGATEA1.06PROJECT ISSUE DATE: May 12, 2021Construction DocumentsDRAWN BY: KRS317-846-0966NO.DESCRIPTIONPLANNORTHSCALE: 1/4" = 1'-0"1MASONRY ENTRY AND GATESCALE: 1/4" = 1'-0"2MASONRY ENTRY - NORTHELEVATIONSCALE: 1/4" = 1'-0"3MASONRY ENTRY - EASTELEVATIONSCALE: 1/4" = 1'-0"4MASONRY ENTRY - SOUTHELEVATIONFACE BRICK8" CMU GROUTED SOLID, FULL HEIGHTREFER TO SITE PLAN FOR GATE LOCATION AND ORIENTATION.SCALE: 1/4" = 1'-0"5MASONRY PILASTERSCALE: 1/4" = 1'-0"6MASONRY PILASTER, TYP.SCALE: 1/2" = 1'-0"7SECTION - BACKSTOP WALL - POLESCALE: 1/4" = 1'-0"8MASONRY CORNERSCALE: 1/2" = 1'-0"9SECTION - BACKSTOP WALLWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE