HomeMy WebLinkAboutC420 - Site Details - G4.2COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.2SITE DETAILSEXISTING PAVEMENTNEW PAVEMENT1"1'-0"PAVEMENT INTERFACE - DETAIL B 1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEET3'-0"45°45°PAINTED PARKING ISLANDS - DETAIL C4"SEE PLAN FOR COLOR4" WIDE PAINTED LINESNO SCALEBRACE BANDRAIL ENDLINE POST CAPFABRIC: 9GAFABRIC TIE: 11GATOP RAIL: 1.66", 2.27 LB/FTFABRIC SELVAGE: KNUCKLEDKNUCKLED SELVAGEW/TENSION WIRE ONBOTTOMSEE DETAIL D/G4.2 FORPOST FOOTING DETAIL(TYP.)END & CORNER POSTS10'-0" BAR LENGTH6'-0" HEIGHTNOMINALB-1FENCE HEIGHTB-2BAR LENGTH8'-8"H-1HEIGHT ABOVE GRADE6'-0 5/8" HEIGHT ABOVE GRADE5'-8 7/8" H-2LINE POSTSPOST CAP: MALLEABLE ORALUM D.C.CORNER/END POST: 2.875",5.79 LB/FT10'-O" O.C.LINE POST: 2.375",3.65 LB/FTTENSION BANDTENSION BAR:3/16" x 3/4"H-2
H-1
B-2
SEE PLAN SHEETS
FOR LOCATIONS
B-1
SEE PLAN SHEETS
FOR LOCATIONSPOST SIZEo.d. x wall thickness (min.)2 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.154POST SIZECHART AA
B
C
FINISH GRADE1 1/2" MAX.12" DIA.14" DIA.18" DIA.4"4"3"1 1/2"
1'-0 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL LCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2RAILSTOP AND BRACEUSE FABRIC UNDER 10' HT. GATE FRAME1.90" O.D.1.66" O.D.SCHED. 40SCHED. 40THERMALLY FUSED TO GALVANIZED (ZINC COATED) STEEL PIPE.THERMALLY FUSED TO ZINC COATED WIRE. ALL POSTS, RAILS 1. CHAIN LINK FENCE FABRIC SHALL HAVE BLACK PVC COATING AND BRACING SHALL ALSO HAVE BLACK PVC COATING,NOTE:U
F
2 1/2"B-1
2"H-1
OPENING - FACE TO FACESSEE DETAIL D/G4.2FOR DEPTH ANDWIDTH OF FOOTING(TYP.)POST TOPGATEPOSTFOR POST SIZES.2. REFER TO SPEC. SECTION 32 31 13 CHAIN LINK FENCES AND GATES 1" = 1'-0"REMOVABLE BOLLARD - DETAIL J#3 TIES @ 1'-4" O.C.(2)#5 BARS CONTINUOUS(TOP AND BOTTOM)1/4" RADIUS1/2" EXPANSION JOINTMATERIAL WITH SEALANTREFLECTIVE WHITE TAPERELIANCE FOUNDARY R-8464BOLLARD, OR APPROVED EQUALCOLOR TO BE SELECTED BYOWNERCONCRETE4" COMPACTED #53STONEDRAINAGE PIPE CONNECTING TODRAINAGE ROCK LAYER1'- 8"10"10"3'-0"CONCRETE PAVEMENT- PER DETAIL A/G4.13'-0"1" = 1'-0"BOLLARD - DETAIL H#3 TIES @ 1'-4" O.C.(2)#5 BARS CONTINUOUS(TOP AND BOTTOM)1/4" RADIUS1/2" EXPANSION JOINTMATERIAL WITH SEALANTREFLECTIVE WHITE TAPERELIANCE FOUNDARY R-8460BOLLARD, OR APPROVED EQUALCOLOR TO BE SELECTED BYOWNERCONCRETE4" COMPACTED #53STONE1'- 8"10"10"3'-0"CONCRETE PAVEMENT- PER DETAIL A/G4.13'-0"ADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023