HomeMy WebLinkAbout12955 Old Meridian St - Site Improvement Details C5-3JPS Consulting Engineers - K:\Civil Projects\19JPSC26 Meridian Design Center\Drawings\C5-3 Improvement Details.dwg August 22, 2019 - 2:52 PM Nvergatos
SITEIMPROVEMENTDETAILSAS NOTEDNBVNBVNBVC5-3CONSTRUCTIONDOCUMENTS19 AUGUST 201919JPSC2618"SIGN HEIGHT NOTES:1. SIGNAGE TYPE, LOCATION AND INSTALLATIONSHALL COMPLY WITH THE LATEST FEDERAL,STATE AND LOCAL ACCESSIBILITYREQUIREMENTS.2. MOUNTING HARDWARE SHALL BE TAMPERRESISTANT.3. PROVIDE SHOP DRAWINGS OF SIGNS ANDPOSTS PRIOR TO ORDERING AND INSTALLATION.4. BOLLARD AND POST COLOR SHALL BE BLUE ORAS APPROVED BY OWNER/ARCHITECT.4"ACCESSIBLE PARKING SIGN1"CONCRETE BASEADA VANSIGN WHEREREQUIREDGALVANIZED STEEL HIGHSTRENGTH U-CHANNEL SIGNPOSTS OR MATCH EXISTINGFINISHED GRADESLOPE CONCRETE FORPOSITIVE DRAINAGERAMP 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 SCALE7FINISHEDGRADENOTE: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 SCALE61 #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 SCALE100.2d OR2" MIN1/2" PREFORMED JOINTFILLER, SEAL JOINT1/2" PREFORMED JOINTFILLER, SEAL JOINTISOLATION JOINTCONTROL JOINT1/4"12"12"CONCRETE INLET COLLAR DETAILNO SCALE512"12"CONTROLJOINT (TYP)STORM CASTING - ROUNDSTORM CASTING -RECTANGULAR/SQUARESTORM CASTING6" FIBER REINFORCEDCONCRETE MINIMUMFINISHEDGRADESECTIONISOLATION JOINTCONCRETE STAIR WITH HANDRAIL DETAILNO SCALEFINISHEDGRADE12"1'-5"NOTE:1. REFER TO IMPROVEMENT PLAN FOR NUMBER OF STAIR TREADS.2. REFER TO GRADING PLAN FOR RISER HEIGHT (4" MIN, 7" MAX).3. HANDRAILS, POSTS AND INSTALLATION SHALL COMPLY WITH THE LATEST FEDERAL,STATE AND LOCAL REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE.4. ALL NEW HANDRAILS, GUARDRAILS AND FITTINGS TO BE 1-1/4" ASTM A-269SEAMLESS AND WELDED STAINLESS STEEL TUBING, TYPE 304, SCHEDULE 10. WITHNUMBER 4 FINISH. COORDINATE MATERIALS AND FINISH WITHARCHITECT/ENGINEER PRIOR TO ORDERING.5. FABRICATE BENDS SMOOTH AND WRINKLE FREE. "TIG" WELD COMPONENTSTOGETHER. GRIND WELDS SMOOTH AND FINISH TO MATCH.6. FIT AND SHOP ASSEMBLY IN LARGEST PRACTICAL SECTIONS FOR DELIVERY TO SITEAND INSTALLATION. PERFORM FIELD WELDING IN ACCORDANCE WITH AWS D1.1.7. SUPPLY COMPONENTS REQUIRED FOR PROPER ANCHORAGE OF HANDRAIL.8. INSTALLED RAILINGS TO RESIST LATERAL FORCES OF 200 LBS. AT TOP MEMBER,WITHOUT PERMANENT SET OR DAMAGE TO MEMBERS OR ANCHORS.9. HANDRAIL POST SPACING SHALL BE 4' (MIN) TO 6' (MAX).10. PROVIDE EXPANSION JOINTS IN HANDRAIL AS REQUIRED TO PREVENT TRANSFEROF EXPANSION STRESS TO ANCHORAGE COMPONENTS.44"4"POST MOUNTING DETAILCORE DRILLED HOLEOR PRESET SLEEVEQUICK SET CEMENTFLANGE (MATCHHANDRAIL FINISH)2'-10"HANDRAIL SECTIONHANDRAILPOSTFINISHEDGRADETOP RAILBOTTOMRAIL1'-0"2'-0"#5 CONT.#4 @ 9" O.C. E.W#4 @ 12" O.C.REFER TOGRADING PLANFINISHEDGRADE
ONETREADWIDTH12"TREAD1" NOSING#4 @ 12" O.C.#4 @ 12" O.C. E.W.#3 NOSING BAR (TYP)5" SLAB12"REFER TO IMPROVEMENT PLANFOR NUMBER OF STAIR TREADSSTAIR LANDINGSTAIR LANDING2'-0" CURB TAPERCURB TAPER DETAILNO SCALE8NOTE: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 JOINTACCESSIBLE PARKING SPACE & SIGN DETAILNO SCALE24"9CONCRETEWHEEL STOP45°'2'-6"2'-0"PLAN1/4"/FTNOTES:1. ACCESSIBLE SPACE DIMENSIONS SHALL COMPLY WITH FEDERAL, STATE ORLOCAL REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE.2. ACCESS AISLE SHALL BE 5'-0" FOR CARS AND 8'-0" FOR VANS. REFER TO SITEIMPROVEMENT PLAN.3. WHEN CURB IS ADJACENT TO PEDESTRIAN TRAFFIC, PAINT TOP AND SIDES OFCURB YELLOW IN LOCATIONS WHERE CURB HEIGHT IS BETWEEN 0" AND 6".PER SPECIFICATION, APPLY SILICA SAND TO WET PAINT TO PROVIDE ANON-SLIP SURFACE.4. ACCESSIBLE PARKING SIGN (REFER TO ACCESSIBLE PARKING SIGN DETAIL).SIGN SHALL BE LOCATED 12" BEHIND FACE OF CURB, OR 12" BEHIND BACK OFPAVEMENT.5. BLUE MARKINGS SHALL BE USED FOR PARKING SPACES FOR PERSONS WITHDISABILITIES. COLOR SHALL BE FEDERAL STANDARD 595 COLOR FS 35180.MAX8'-0" MINELEVATION 8'-0" MIN1/4"/FTSIDEWALKCURB TAPERFLUSH CURBCONCRETEWHEEL STOPUNIVERSALSYMBOL OFACCESSIBILITYMAX