HomeMy WebLinkAboutC430 - Site Details - G4.3CONCRETE STOOP - SEE DETAIL11 & 12/S3.02 & DWG S1.01CONCRETE SIDEWALK - PERDETAIL A/G4.1EXISTING SYNTHETIC TURF ANDCURBINGEXISTING STORM PIPEPROPOSED STORM PIPESYNTHETIC TURF - PER DETAIL L/G4.1NAILER STRIP - PER DETAIL L/G4.1NAILER STRIP - PER DETAIL L/G4.120"ELEV=821.23' (TOP OF CONCRETE WALL BEYOND)ELEV=819.73'8"4"4"4"4"MONOLITHIC CURB & WALK -PER DETAIL B/G4.1ASPHALT PAVEMENT - PERDETAIL A/G4.2ISOLATION JOINT - PERDETAIL D/G4.1ELEV=817.40'CONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES FROM 811.02' TO812.04' (SEE GRADING PLAN)TRENCH DRAIN - SEE SITE UTILITY PLAN20"
2'-0"#8 DOWELS AT 6" O.C.#9 BARS AT 9" O.C.KEYWAY#9 @ 16" O.C. OR #8 @ 12" O.C.#9 @ 16" O.C. OR #8 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.120"ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)ELEV=VARIES8"4"4"4"4"TOP OF CONCRETECONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES ±811.31 (SEEGRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.#8 BARS AT 12" O.C.KEYWAY#8 @ 12" O.C. #8 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.120"ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)ELEV=VARIES8"4"4"4"4"TOP OF CONCRETECONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES ±811.31 (SEEGRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.#7 BARS AT 12" O.C.KEYWAY#7 @ 12" O.C.#7 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.1NOTES:VERTICAL CONSTRUCTION JOINTS MUST BE LOCATED AT VERTICAL CONTROL JOINTS.1.CONSTRUCTION JOINTS MUST HAVE THE APPEARANCE OF A CONTROL JOINT. (I.E. BEVELLED JOINT)2.MAXIMUM SPACING OF CONTROL JOINTS SHALL BE THE SMALLER OF 20'-0" OR TWO TIMES THE WALL HEIGHT.3.SEAL ALL CONTROL JOINTS LOCATED ON THE EXPOSED FACE.4.1" AT FACE OF WALL1/2" AT BACK OF STRIP1 1/2"1 1/2"1 1/2"1 1/2"FORM BOARDCUT EVERY OTHERHORIZONTAL BAR(EACH FACE ATCONTROL JOINT)FORM BOARDSEE NOTE 4REMOVABLE BEVELLEDWOOD STRIPDUMBBELLWATERSTOPVERTICAL REINFORCINGUNEXPOSEDFACEEXPOSED FACEXCONCRETE WALLUNEXPOSEDFACEWOOD STRIPLEFT INCONCRETEXEXPOSED FACEVERTICAL REINFORCINGHORIZONTALREMOVABLEWOOD STRIPBEVELLEDREINFORCINGWOOD STRIPCONCRETELEFT INHORIZONTALREINFORCINGNOTCH REMOVABLEWOOD STRIP AT 8"o.c.FOR NAILINGFORM BOARDFORM BOARDPLAN VIEWSECTION X-XWALL FOOTINGFLOOR SLABVERTICAL CONTROLJOINT (TYP.)18'-0" O.C.CLCL(SEE NOTE 3)INTERMEDIATEVERTICAL REVEALSEQUALEQUALEQUALCOPYRIGHT 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! G4.3SITE DETAILS4'-10"1'-8"6'-6"3'-6"1'-8"5'-4"3'-4"1'-8"5'-4"NOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT 8'-0” O.C. MAXIMUM. SUBMIT A WALL ELEVATION SHOWING PROPOSED CONTROL JOINTLOCATIONTO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS IN WALL MUST BE LOCATED AT VERTICAL CONTROL JOINT LOCATIONS AND MUST HAVE THESAME BEVELED JOINT APPEARANCE AS CONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED IN THE EXPOSED FACE.CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONSNOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT8'-0” O.C. MAXIMUM. SUBMIT A WALLELEVATION SHOWING PROPOSED CONTROLJOINT LOCATIONTO ARCHITECT FORAPPROVAL PRIOR TO CONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS IN WALLMUST BE LOCATED AT VERTICAL CONTROLJOINT LOCATIONS AND MUST HAVE THESAME BEVELED JOINT APPEARANCE ASCONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED IN THEEXPOSED FACE.NOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT8'-0” O.C. MAXIMUM. SUBMIT A WALLELEVATION SHOWING PROPOSEDCONTROL JOINT LOCATIONTO ARCHITECTFOR APPROVAL PRIOR TOCONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS INWALL MUST BE LOCATED AT VERTICALCONTROL JOINT LOCATIONS AND MUSTHAVE THE SAME BEVELED JOINTAPPEARANCE AS CONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED INTHE EXPOSED FACE.SCALE: 3/4" = 1'-0"VERTICAL CONTROL JOINT IN WALL (V.C.J.) - DETAIL AADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023