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HomeMy WebLinkAboutC902 - SITE DETAILSSEE SITEPLAN(5' MIN.)RETURNED CURB RAMPAC-6CONTROL JOINTS@ 6" O.C.DETECTABLE WARNING SURFACE(24"D x 48"W)YARD AREAPLANTING OR6"(TYP.) ACCESSIBLE RAMP DETAIL MAX 1 :12SCALE: NONE RAMP CONSTRUCTION DETAIL Detectable warning elementsConcrete BaseSetting bedIntegrall Curb 8PAVEMENTSlope 1:12 maxRAMP6"6"1'-3" min.SCALE: NONENOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.COMPLYING WITH ANSI 4.28.8. SIGNS SHALL2440mmACCESSIBLE PARKING SPACESEE SITE PLAN FOR ACTUAL DIMENSIONS**5'-0" MIN. AISLE FOR REGULAR SPACE**8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE2440mm1525mm**AISLEINTERNATIONAL4" WIDE BLUEPAINT STRIPES(TYP.)IN THE SPACE.NOT BE OBSCURED BY A VEHICLE PARKEDINTERNATIONAL SYMBOL OF ACCESSIBILITYIDENTIFIED BY A SIGN SHOWING THEACCESSIBLE PARKING SPACES SHALL BE AC-1SYMBOL OFACCESSIBILITY; BLUEAC-2SCALE: NONE1' - 11"4"SURFACE MOUNT16"BASECONCRETE4"* POST TO BESLOPEDACCESSIBLE PARKING SIGN DETAILFINISHED GRADE12"BELOW SURFACE MOUNTPRE-PAINTED GALVANIZED STEEL18"SLOPED18"CONCRETE4"4"1"ACCESSIBLE* CHANNEL POST(2#/Ft.) 8'-10" LONGACCESSIBLEFACEMATERIALAlum.80 Ga.6"VANPARKINGREFLECTIVEWHITE6' - 0"FINISHEDmin.18"BLUE12"ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BYA SIGN SHOWING THE INTERNATIONAL SYMBOL OFACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNSSHALLNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE.ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS,SYMBOLS AND BACKGROUND OF SIGN SHALL BEEGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS AND SYMBOLS SHALL CONTRAST WITHTHEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ONA DARK BACKGROUND OR DARK CHARACTERS ON A LIGHTBACKGROUND.SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE ANADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTEDBELOW THE SYMBOL OF ACCESSIBILITY.GRADENOTE: ONE IN EIGHT ACCESSIBLE SPACESSHALL BE VAN ACCESSIBLE, BUT NOT LESSTHAN ONE.MOUNT OPTIONSSITE DETAILSC902DRAWING TITLE:CERTIFIED BY:DRAWING NUMBERPROJECT NUMBERREVISIONS:SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the projectin terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe allwork required for full performance and completion of therequirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work.ISSUE DATEDRAWN BYCHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow.before you dig.Call2021-06-04SOMKPARISH LIFE CENTER PROJECT OUR LADY OF MT. CARMEL CHURCH 14598 OAK RIDGE RD, CARMEL, IN 4603219038 SCALE: NONENEW PAVEMENT TO EXISTING PAVEMENT DETAILPA-1XEXIST. PVMNT.2'-0" (MIN.)LINE OF SAWCUTNEW ASPHALT PAVEMENT SECTIONREFER TO PLANS FOR SECTIONPRIME COATMILL 1"-2" OF EXIST. PAVEMENTTO RECEIVE NEW SURFACECONCRETE JOINT DETAILSKEYWAY FORMED BYFASTENING KEY TO FORMFILL WITH JOINT SEALERSAWCUT 1/4" CONTROL JOINTBACKER ROD1/2" PREFORMED JOINT FILLERNOTE: PROVIDE WHERE SHOWN ON PLANS AND WHEREPAVEMENT ABUTS A VERTICAL SURFACE, BUILDINGFOUNDATION, EXISTING OR PROPOSED PAVEMENTS,CURBS AND WALKS.PA-2AEXPANSION JOINTEJJOINT SEALANTCONTROL JOINTCJ1/2"KEYWAY JOINT DKJdd/4D/31/4"d/101"1/8"RADIUSSCALE: NONEPREPARED SUBGRADE COMPACTED TOSPECIFICATIONS6" #53 AGGREGATE(COMPACTED IN 2 LIFTS)3" H.M.A. BINDER 19 MMPA-1QSCALE: NONEASPHALT PAVEMENT SECTION1.5" H.M.A. SURFACE9.5 MMSCALE: NONESCALE: NONETRAFFIC STRIPING4" SOLID WHITE LINE PAVEMENT MARKINGS6" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDSPAINTED ISLANDSPA-74"MIN. 8" MAX4"-6"4"-6"DOUBLE YELLOW PAVEMENT STRIPING LINESDOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPINGTURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS.4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFTSOLID WHITE PAVEMENT STRIPING LINES4"PAVEMENT MARKING-STOP BAR(SEE SITE PLAN)VARIES12"-24"min. 4' in advance of a crosswalk4'-30' in advance of intersecting travelway6"-12" WHITESTRIPE12"-36"SPACECONTINENTAL CROSSWALK12"-24" SOLID WHITE LINE BARS WITH 12"-36" SPACES12"-24" WHITESTRIPESPACING OF LINES SLECTED TO AVOID WHEEL PATH4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFIC4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFICSCALE: NONEPAVEMENT MARKING DETAILSPA-7B"NO PARKING" STENCILWITH "NO PARKING ANY TIME" SIGN - SPACED 50' 6" YELLOWSTRIPE3' MINIMUMNO PARKINGCURB - PAINTED YELLOW 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB18" min.30-60°18" HIGH3" STROKE9'WHITELETTERING"NO PARKING FIRE LANE" STENCILWITH "NO PARKING FIRE LANE" SIGN - SPACED 50' 6" REDSTRIPE3' MINIMUMFIRE LANECURB - PAINTED RED 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB18" min.30-60°18" HIGH3" STROKE9'REDLETTERINGPA-11APAVEMENT REPAIR DETAIL1/3 D1/3 DSCALE: NONEEX. PVMT.MILL EXISTINGSAW CUTEX. PVMT.PLACE MIN. 1-1/2" HMA SURFACEFLOWABLE CONCRETE FILLDLIMITS OF PATCH2'2'SAW CUTBY USE OF PAVING MACHINE(NO HAND PLACED BIT. MAT'L)1/3 PAVEMENTTHICKNESSTHEN BREAK OUT1/3 PAVEMENTTHICKNESSTHEN BREAK OUT10'10'PAVMENT1-1/2" DEEPPA-4COMBINED WALK AND CURBSCALE: NONECOMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THECONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHERUNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALLROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADESURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL,SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THESURROUNDING SUBGRADE SURFACE.PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR ATINTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGHCURB TOP AND FACE.VARIES(SEE PLANS)6"2.1.6"9"6"1/4"WIDETOOLEDJOINT1" RADIUSTOOLED EDGEPAVEMENTSLOPE 1/4" PER 1'-0"GRANULARBACKFILL4"TRANSVERSEMEDIUMBROOM FINISH4"PORTLAND CEMENTCONCRETEPA-5GGENERAL NOTESDCAM #12-03 SCALE: NONEGENERAL NOTESWHERE SIDEWALK IS CONSTRUCTED IMMEDIATELY ADJACENT TO CURB, THE SURFACE OF THE SIDEWALKSHALL BE CONSTRUCTED 1/2" HIGHER THAN THE TOP OF THE CURB.TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4" OF SPACING AS INDICATED ORDIRECTED.COST OF TRANSVERSE PREFORMED JOINT FILLER TO BE INCLUDED IN CONTRACT PRICE FOR "CONCRETESIDEWALK".* COMPACTED SUBGRADE - THE UPPER 6 INCHES SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THECONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHERUNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCKENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST SIX (6) INCHES BELOW THE SUBGRADESURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALLBE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADESURFACE.** WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE NEW CURB SHALL BEFILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEEDFOUR (4) INCHES.*** WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BEFILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEEDFOUR (4) INCHES.**** WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULDBE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TOTHE PAVEMENT BY THE 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NOCONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULDBE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET.CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING.*EXISTINGREQUIRED TO MATCHSEED, OR SOD, ASSIDEWALK, TOPSOIL,VARIABLEPAVEMENT WIDTH*WHICHEVER IS GREATER.NO. 24, 1985, SECTION 28-328.SHOULDER SECTIONCURB SECTIONLIMITS OF FULL DEPTH GRANULAR BACKFILLMATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCEALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLEDWITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELSTHE ROAD SURFACE, GRANULAR BAKCFILL SHALL BE PLACED IN THAT PORTIONOF THE CUT LOCATED WITHIN THREE (3) FEET OF THE ROAD SURFACE ORWITHIN A DISTANCE OF EQUAL TO ONE-HALF (1/2) THE DEPTH OF THE CUT,EXISTING.REQUIRED TO MATCHSEED, OR SOD, ASSHOULDER, TOPSOIL,* GRANULAR BACKFILL:PA-5PFULL DEPTH GRANULAR BACKFILLDCAM #92-01 SCALE: NONE