HomeMy WebLinkAboutC510 - SITE IMPROVEMENT DETAILSN12345DCBADCBA12345#RevisionDateSITE IMPROVEMENTDETAILSRAMP 6'-0"LAWNLAWNBABA2ACCESSIBLE RAMP TYPE 'K' DETAILNO SCALECCRAMP 6'-0"48:1
MAX 48:1MAXMAX12:1MAX12:1RETURNED CURB(OPTIONAL)48:1
MAX 48:1MAXRAMP LANDING5'-0" TYP48:1
MAX CONSTRUCTIONJOINT (TYP)6"LAWNSECTION A-ARETURNEDCURB (OPTIONAL)PAVEMENT20:1MAXRAMP 5'-0" TYPPAVEMENT20:1MAX6"RETURNEDCURB (OPTIONAL)LAWNRAMP 5'-0" TYPSECTION C-C6"
6"PLANSECTION B-BCURB(OPTIONAL)SIDEWALKSIDEWALKRAMP 6'-0"RAMP 6'-0"RAMP LANDING5'-0" TYPNOTES:1. RAMP SHALL COMPLY WITH THE LATEST APPLICABLE FEDERAL, STATE AND LOCALREQUIREMENTS.2. WHEN CURB IS ADJACENT TO PEDESTRIAN TRAFFIC, PAINT TOP AND SIDES OF CURBYELLOW IN LOCATIONS WHERE CURB HEIGHT IS BETWEEN 0" AND 6". PERSPECIFICATIONS, APPLY SILICA SAND TO WET PAINT TO PROVIDE A NON-SLIP SURFACE.3. CONTRACTOR TO VERIFY POSITIVE DRAINAGE AWAY FROM RAMP BASE. PROVIDE ADACOMPLIANT RAMP LIP WHERE REQUIRED.4. PROVIDE DETECTABLE WARNING SURFACE WHERE REQUIRED BY LATEST APPLICABLEFEDERAL, STATE AND LOCAL REQUIREMENTS.NOTE:1. WHEN CONSTRUCTION OCCURS WITHIN PUBLIC RIGHT-OF-WAY, THEWORK SHALL COMPLY WITH THE GOVERNING AGENCY REQUIREMENTS.2. REFER TO SPECIFICATIONS FOR AGGREGATE GRADATION AND HOTASPHALTIC MIX REQUIREMENTS.ASPHALT PAVEMENT DETAILNO SCALE3LOCATIONCOMPACTED SUBGRADEPER SPECIFICATIONSABCNEW ASPHALT PAVEMENT TOEXISTING ASPHALT PAVEMENT DETAILNO SCALE5FINISHEDGRADENOTE:1. WHEN CONSTRUCTION OCCURS WITHIN PUBLIC RIGHT-OF-WAY, THE WORK SHALLCOMPLY WITH THE GOVERNING AGENCY REQUIREMENTS.2. REPAIR DAMAGED OR FAILING PAVEMENT PRIOR TO APPLICATION OF NEW SURFACE.3. REFER TO SPECIFICATIONS FOR HOT ASPHALTIC MIX REQUIREMENTS.NEW ASPHALTLINE OFSAWCUT2'-0" MINTACK COATCOMPACTED SUBGRADEPER SPECIFICATIONSEXISTINGPAVEMENTSEAL JOINTSCARIFY 1 1/2" OFEXISTING PAVEMENT TORECEIVE NEW SURFACEEXISTING PAVEMENT4"1'-0"6"CONCRETE SUPPORT PADNOTES:1. CONTRACTOR TO COORDINATE SIZE, LOCATION, FINISHED GRADE, ANDPOSITIVE DRAINAGE REQUIREMENTS WITH EQUIPMENT PROVIDER.2. PROVIDE STEEL TROWEL FINISH ON EXPOSED SURFACES AND SLOPETOP SURFACE TO PROVIDE POSITIVE DRAINAGE.LAWN AREAS1/2"RPAVEMENT AREASEQUIPMENT SUPPORT PAD DETAILNO SCALE41 #4 CONT.(ALL SIDES)6" CONCRETE SLABW/#4 @ 12" EW(EPOXY COATED)4" COMPACTEDDRAINAGE FILLPROVIDE ISOLATION JOINTWHEN SUPPORT PAD ABUTSCONCRETE PAVEMENTFINISHEDGRADE12"1/2"R36"6"14'1.252.5"#4 @ 18"3/4" x 1'-0"DEFORMEDTIE BARd/2
REINFORCEMENTWHEREREQUIRED* ALL REINFORCEMENT DOWELS SHALL BE EPOXY COATED 60 KSITOOL SEALANTFLUSH WITHPAVEMENTSILICONE SEALANTPREFORMED BACKERROD (COMPRESS TO FIT)BACK-UPMATERIALd/4 1/8" MIN,1/4" MAXdTRANSVERSE BUTT JOINTd/5d/10NOTES:1. REFER TO IMPROVEMENT PLAN FOR PAVEMENT THICKNESS (d).2. REFER TO TABLE FOR DEFORMED STEEL TIE BAR SIZE.3. DISCONTINUE DISTRIBUTED STEEL REINFORCEMENT AT JOINTS.4. REFER TO SPECIFICATIONS FOR CONCRETE AND JOINT REQUIREMENTS.SEALED JOINT RESERVOIR DETAILJOINT SPACING AND REINFORCEMENT REQUIREMENTS*P3'-0"THICKENED EDGE(LONGITUDINAL OR TRANSVERSE JOINTS)(REINFORCED PAVEMENT)(AT PLANNED JOINT LOCATIONS)1/8"-1/4" (1/4"IF SEALED)SAWCUT JOINT(DEPTH = d/4)3'-0"FIRST JOINT VARIES(REFER TO IMPROVEMENT PLAN)SLABEDGEJOINTCONCRETE EDGE OF PAVEMENT DETAILd/2 TRANSVERSE BUTT JOINT(AT OTHER THAN PLANNED JOINT LOCATIONS)DEFORMEDTIE BAR(TRAPEZOIDAL KEYED JOINT)SAWCUT JOINT(DEPTH = d/4)SAWCUT JOINT(DEPTH = d/4)d 1/8"-1/4" (1/4"IF SEALED)d 1/8"-1/4" (1/4"IF SEALED)(MIN)d 1/8"-1/4" (1/4"IF SEALED)SAWCUT JOINT(DEPTH = d/4)d/2EXPANSION CAPP(ALL PAVEMENTS - SHORT JOINT SPACING)(HEAVY DUTY PAVEMENTS 8" OR THICKER)SMOOTH DOWEL(LUBRICATE THIS SIDE) REINFORCED PAVEMENT (DOWELED JOINT)(ALL PAVEMENTS - LONG JOINT SPACING)d/2REINFORCEMENTWHERE REQUIREDPLAIN PAVEMENT (DOWELED JOINT) PLAIN PAVEMENT (UN-DOWELED JOINT)d 1/8"-1/4" (1/4"IF SEALED)SAWCUT JOINT(DEPTH = d/4)d 1/8"-1/4" (1/4"IF SEALED)SAWCUT JOINT(DEPTH = d/4)EXPANSION CAPSMOOTH DOWEL(LUBRICATE THIS SIDE)d 1/8"-1/4" (1/4" IF SEALED)SAWCUT JOINT(DEPTH = d/4)0.2d OR2" MININLET BOXOUTCURBTRANSVERSEJOINT12"VARIESALIGN CURB JOINTWITH ISOLATIONJOINTISOLATION JOINTLONGITUDINALJOINT12"TRANSVERSEJOINTMANHOLE OR INLET BOX OUT5'±12"(MIN)d 3'-0"THICKENED EDGE3'-0"0.2d OR2" MINdCONCRETE PAVEMENT DETAILNO SCALE70.2d OR2" MIN1/2" PREFORMED JOINTFILLER, SEAL JOINT1/2" PREFORMED JOINTFILLER, SEAL JOINTISOLATION JOINTCONTROL JOINT2'-0" CURB TAPERCURB TAPER DETAILNO SCALE6NOTE:1. WHEN CONSTRUCTION OCCURS WITHIN PUBLIC RIGHT-OF-WAY, THE WORK SHALLCOMPLY WITH THE GOVERNING AGENCY REQUIREMENTS.2. REFER TO GRADING PLAN FOR CURB AND PAVEMENT ELEVATION INFORMATION.3. WHEN CURB IS ADJACENT TO PEDESTRIAN TRAFFIC, PAINT TOP AND SIDES OF CURBYELLOW IN LOCATIONS WHERE CURB HEIGHT IS BETWEEN 0" AND 6". APPLY SILICASAND TO WET PAINT PER SPECIFICATIONS.PAVEMENTGRADEFINISHEDGRADE1 1/2"1"R6"
CURB
CONCRETE CURB AND WALK DETAILNO SCALE11'-6"12"
3"9"#4 @ 16" O.C.(3) #5 CONT.1'-0"6"NOTES:1. WHEN CONSTRUCTION OCCURS WITHIN PUBLIC RIGHT-OF-WAY, THEWORK SHALL COMPLY WITH THE GOVERNING AGENCY REQUIREMENTS.2. REFER TO SPECIFICATIONS FOR CONCRETE AND JOINT REQUIREMENTS.3. REFER TO IMPROVEMENT PLAN FOR WALK WIDTH AND JOINT PATTERN.4. END CONTINUOUS REBAR AT ISOLATION/CONSTRUCTION JOINTS. PLACE(3) #5x12 SMOOTH DOWELS (DO NOT OVERLAP).5. LOCATION OF CURB AND GUTTER ELEVATIONS. REFER TO GRADING PLAN.
4"4"1"R6"6"1/4"/FT MAXFINISHEDGRADEFINISHEDGRADE FIBER REINFORCED CONCRETE WALK OVER COMPACTED GRANULAR FILLTOOLED JOINT