HomeMy WebLinkAbout28_G4.4_Site DetailsNO SCALEDRAIN DETAILDRAINAGE AGGREGATEPERF. DRAIN PIPEOPEN JOINT AT40 FT. CENTERSNO SCALECAPPING DETAIL - PROFILERANDOMLYSTAGGERVERTICALJOINTSA-CAPB-CAPFOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAPA-CAPB-CAPUSE STANDARD UNIT SPLIT HALF TOFINISH STEP IN TOP OF WALL34" OVERHANGSPLIT ENDS OFBOTH CAP UNITSSTANDARD UNIT SPLITHALF AT STEP DOWN6"STEPSPLIT SIDES OF CAPSNO SCALECAPPING DETAIL - PLAN VIEWB-CAPB-CAPINSIDE CURVES USE B-CAPSA-CAPA-CAPOUTSIDE CURVES USE A-CAPSNO SCALEWALL W/ PIPE PENETRATIONSECTIONNO SCALEWALL W/ PIPE PENETRATIONPROFILEPRECAST LINTEL BEAMMIN. 18" BEARING (TYP)LINTEL NOTES:·FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER·LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE·HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS·PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL PIPE·INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE·OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6"·GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING·LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPEGRID NOT SHOWNFOR CLARITYFILTERFABRICPRECASTLINTEL BEAMCONCRETE HEADWALLOR CUT MODULAR UNITSOUTFALL PIPESCOUR PROTECTIONAS REQUIREDFILTER FABRICFILTERFABRICPRECASTLINTEL BEAMCONCRETE HEADWALLOR CUT MODULAR UNITSSCOURPROTECTIONAS REQUIREDPRECAST LINTEL BEAMPROVIDE BONDBREAK ATWALL OPENINGUSE COBBLEUNITS OR CUTSTANDARD UNITS,SEE ABUTMENTDETAILGEOSYNTHETIC AT STRUCTURESBEHIND WALLSECTIONGEOSYNTHETIC INSTALLATIONDETAILSECTIONNOTE:·FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATIONINSTRUCTIONS AND SPECIFICATIONS·GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BYWALL DESIGN ENGINEER·MINIMIZE CUTTING OF MACHINE DIRECTION STRANDS (THOSE RUNNINGPERPENDICULAR TO THE WALL FACE) AS MUCH AS POSSIBLE·DECREASE IN OVERALL GEOGRID STRENGTH DUE TO CUTTING SHOULD BEACCOUNTED FOR IN THE DESIGN OF THE WALLDIRECT
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GRID LENGTHDIRECTION OF STRENGTH DO NOT OVERLAPGRID LAYERSCUT GRID AROUNDVERTICALSTRUCTURESBEHIND WALLSTART GRID APPROX. 1"FROM FRONT OF UNITSGEOSYNTHETIC PLACEMENTCONVEX (OUTSIDE) CURVENO SCALEDIRECTION OF STRENGTH(ROLL DIRECTION)CUT REINFORCEMENT AROUNDCURVE TO APPROXIMATELY 1"FROM FACE OF UNITSENSURE REINFORCEMENTDOES NOT OVERLAP WITHINTHE DEPTH OF THE UNITPLACE 3" OF SOIL FILL BETWEENOVERLAPPING REINFORCEMENTFOR PROPER ANCHORAGETYPICAL SECTION - REINFORCED MODULARRETAINING WALLNO SCALEIMPERVIOUS FILL12" DEEPCAP UNIT ADHERESTO TOP UNITW/VERSA-LOKCONCRETE ADHESIVEVERSA-LOK ULTRAMODULAR CONCRETEUNITSUNDISTURBED SOILGRANULAR LEVELING PADMIN. 6" THICKIMPERVIOUS FILL4" DIA. DRAIN PIPEOUTLET @ END OF WALLOR @ 40' CENTERS MAXSLOPE DRAIN (18"/FT)12" THICK MIN.DRAINAGE AGGREGATEREINFORCED BACKFILLCOMPACTED 95% OF MAXIMUMSTANDARD PROCTOR DENSITYGEOSYNTHETIC REINFORCEMENTLENGTH, SPACING, & STRENGTHTO BE DETERMINED BY DESIGN ENGINEERPINNING DETAIL3/4" SETBACKNO SCALEPINNING DETAIL1/4" SETBACKNO SCALEPINHOLEVERSA-TUFF PIN2 PER UNIT3/4"PINHOLE1/4"RECEIVING SLOTVERSA-TUFF PIN2 PER UNITDIRECTION OF STRENGTH(ROLL DIRECTION)3"4"MODULAR WALL SIZESTO MATCH EXISTINGWALLPROVIDE STONEAT OUTLET PIPEAPPROXIMATE LOCATIONOF EXISTING MODULARRETAINING WALLFACE OF EXISTINGBUILDING811.00815.8515'-0"1'-10"1'-0"6'-0"821.001'-0"1'-0"6'-0"824.00(W)822.00(N)827.00(W)823.00(N)8' BLACK VINYLCHAIN-LINK FENCEWASHED RIVER ROCKNEW MODULAR RETAINING WALL(SEE DETAIL THIS SHEET)HARDWOOD MULCH BEDWITH GROUNDCOVER1'-0"6"HANDRAIL5" CONCRETE SIDEWALK3'-0"14'-0"HARDWOOD MULCH BEDWITH GROUNDCOVER3'-6"1'-6"GUARDRAIL -TYPE 1PER DETAIL ONSHEET G4.2NEW ACCESSROADHARDWOOD MULCHBED WITH SHRUBSNEW MODULAR RETAINING WALL(SEE DETAIL THIS SHEET)NEW MODULAR RETAINING WALL(SEE DETAIL THIS SHEET)EXISTING ASPHALTPAVEMENT4" OF LANDSCAPE STONEOVER WEED BARRIER(MATCH EXISTINGADJACENT STONE)MODULAR WALL SECTION1/4" = 1'-0"NEW MODULAR RETAINING WALL TO MATCH EXISTING MODULAR RETAINING WALL1.SEE SHEET G1.5 FOR LAYOUT2.THE CONTRACTOR SHALL IDENTIFY THE EXISTING WALL MANUFACTURER IN ORDER TO MATCH TYPE OFWALL INSTALLED. IF MANUFACTURER CAN NOT BE IDENTIFIED, ACCEPTABLE MANUFACTURES INCLUDEVERSA-LOK AND ALLEN BLOCK3.THE COLOR, SIZES AND SURFACE FINISH SHALL MATCH THE EXISTING WALL.4.THE REINFORCING OF THE WALL AND TIE IN SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.5.EXISTING WALL CAN REMAIN IN PLACE IN ORDER TO RETAIN DURING CONSTRUCTION.6.THE MODULAR RETAINING WALL SHALL BE INSTALLED PER MANUFACTURERS DESIGN AND LAYOUT PLANS,CERTIFIED BY A STRUCTURAL ENGINEER IN THE STATE OF INDIANA.7.GEOGRID TIE-BACK SYSTEM PER MANUFACTURERS DESIGN.1SEE NOTE 7SEE NOTE 7SEE NOTE 7COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMRG4.4SITE DETAILS6'-0"