The URL can be used to link to this page

Home My WebLink AboutC201 Details8'10'10'ASPHALTSECTION SEEDETAIL0.5'8" CONCRETE PAVEMENT,NYSDOT PCC SECTION 502,4,000 PSI12" AGGREGATE BASECOURSE TYPE NYSDOTITEM NUMBER 304.122 6" LIFTSCRACK CONTROLJOINT (TYP.)No.RevisionsARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTEDVIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 ANDUNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS INcDateByDescriptionSheet No.Project No.DateDrawing No.Scale:Designed byProject ManagerPrincipal-in-ChargePASSERO ASSOCIATESClient:StampPASSERO ASSOCIATESEngineeringwww.passero.comArchitecture224 West Main Street, Suite 100(585) 325-1000Rochester, New York 14614Fax: (585) 325-1691PARK GROVE REALTY, LLC46 PRINCE STREETROCHESTER, NY 14607Jess Sudol, PEMatthew NewcombTrevor Haut, EITCAYUGA PARKCITY OF ITHACATOMPKINS COUNTYSTATE OF NEW YORK20172440.0001AUGUST 2020CITY OF ITHACASITECAYU G A I N L E T N M E A D O W S TCASCADILLA ST3R D S T E X N 3RD STADAMS STADAMS S T4TH ST5TH STHANCOCK S T MADISON S T MORR I SAVEN F U L T O N S T OLD TAUGHANNOCK BLVDDRAWING INDEXC101 COVERC102 - 104 EX. CONDITIONS & DEMO PLANC105 - 107 LAYOUT PLANC108 - 110 UTILITY PLANC111 - 113 GRADING PLANC114 PROFILESC115 - 117 LIGHTING PLANC201 - 203 DETAILSNOT FOR CONSTRUCTIONDETAILSC 20118N.T.S.N.T.S.HANDICAP ACCESSIBLE PARKING SPACE9 FT9 FT9 FT2 FT4" SOLID WHITELINEMODIFIEDINTERNATIONALSYMBOL OFACCESSR7-8/8PSIGNAGENYP1-2SIGNAGER7-8/8PSIGNAGE20 FT HANDICAP ACCESSIBLERAMP W/ DETECTABLEWARNING STRIPS1/8" SAWCUT1/3 SLAB THICKNESSSEE PLANN.Y.S.D.O.T. ITEM No. 304.14STONE SUBBASE 1. CONCRETE SHALL BE 4000 PSI AIR-ENTRAINED MIX.2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE) AND TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER.3. EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES.4. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT.5. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS-COORDNIATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS5" CONCRETE SIDEWALK4" SUBBASE MATERIALCONCRETECOMPACTED SUBGRADE4"6"FIRST SLABSECOND SLABD/2D6" TYP.SEE CURBDETAILSEE NEW PAVEMENTSECTION5/8" DIAMETER 10" LONG SMOOTHDOWEL. GREASE ONE END, LOCATE 12" FROMEND OF SLAB & 18" O.C.ELASTOMERIC JOINT FILLER1/2" EXTRUDED JOINT FILLERCONCRETE SIDEWALKBE FORMED WITH PRE-MOLDED BITUMINOUS JOINT FILLER.EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL2. PROVIDE CONSTRUCTION JOINTS WITH AT 20' INTERVALS AND1. PROVIDE 7" REVEAL AT DROP INLETSR=3/4"3"TO A UNIFORM SURFACEFINISH (RUBBED) CONC.6"1"6"CONCRETE MIX LEVELING COURSECRUSHED STONE OR DRYFINISH GRADE6"18"CAST-IN-PLACE OR FORMEDCONC. CURB, 4,000 P.S.I.AIR-ENTRAINED CONCRETE7"SEE PAVEMENT SECTIONTACK-COATFACE OF CURBISOMETRICDOME SPACING0.90"-1.41"0.625"1"0.625"2"-4"1.625"-2.41" C TO C 1.625"-2.41"C TO CEDGEOFRAMPBACK EDGEOF CURBSECTION7"CONCRETE6" SUBBASE COURSEFILL JOINTS WITH UNILOCKPOLYMERIC JOINT SAND ORAPPROVED EQUIVALENT1" MINIMUMCOARSE SAND BEDDINGMATERIALSIDEWALKTYPICALWARNING UNIT2" DIAMETER WEEPHOLE AT LOW POINTFILL WITH COARSESAND BEDDING MATERIALNOTES:1. QUANTITY OF TRUNCATED DOMES SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY, TO DEPICT REQUIRED SQUARE GRID PATTERN.2. TRUNCATED DOMES ARE TO BE ALIGNED IN SQUARE GRID PATTERN IN PREDOMINANT DIRECTION OF TRAVEL.3. DETECTABLE WARNING SYSTEM FIELD IS TO BE 2 FEET DEEP, AND IS TO EXTEND ACROSS FULL WIDTH OF SIDEWALK ACCESS RAMP, BUT NOT UP SIDE FLARES.4. DETECTABLE WARNING SYSTEM FIELD IS TO BE LOCATED SUCH THAT OUTER EDGE OF WARNING FIELD NEAREST TO STREET IS 2 TO 4 INCHES OFF BACK EDGE OF CURB.5. ENTIRE DETECTABLE WARNING SYSTEM FIELD INCLUDING TRUNCATED DOMES, IS TO BE DARK GRAY IN COLOR, PER MUNSELL BOOK NOTATION 10BG 3/1, FEDERAL STANDARD 595B NUMBER 36081, OR APPROVED EQUIVALENT.DETECTABLE WARNING SURFACE DETAILN.T.S.0.20"DOME SECTION112VIEW A-A6'-0"5'-0"TOP OFPAVEMENTNO CURB REVEALPAVEMENT1121. THE MAXIMUM SLOPE OF A SIDEWALK RAMP IS 1:12 3. SIDEWALK RAMP AND LANDING PAD IS TO BE 7" THICK.STABLE, FIRM, AND SLIP-RESISTANT. (i.e.COARSEBROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE)2. THE SURFACE OF ALL SIDEWALK RAMPS IS TO BESEE DETECTABLE WARNINGFOR SIDEWALKSSTD. DWG. NO. S608-28VARIES5'MINIMUM6'-0"SIDEWALK RAMP DETAILCURB (OPTIONAL ATBACK OF SIDEWALK)CURB (OPTIONAL ATBACK OF SIDEWALK)N.T.S.NOTES:SECTION B-B1:50ABBATYPE C RAMP ISOMETRICNO PARKINGANYTIMENYP1-2PARKINGRESERVED R7-8NOANYTIMENYP1-2PARKING2"x2" SQ. UNISTRUT POST LENGTH VARIES(GALVANIZED STEEL)CONCRETE BASE3" COVER3 1/2" I.D. PIPE SLEEVEFACE OF CURB5'-6" MIN.12" DIA.N.T.S.3'-0"SIGN PANEL(SIGN IN LANDSCAPE AREA OR SIDEWALK)2' MIN. TOCURBTYPICAL POST MOUNTHANDICAP SIGN INSTALLATIONR7-8PVANACCESSIBLECONCRETE CURB16"6"CONC. CURBMATCH TRANSITION CURB TOADJACENT CURB OR HEADERCURB/PAVEMENT.VARIESHEADER CURB12"NOTES :1.PROVIDE 5/8" MAX. LIP FOR HEADER CURB AT SIDEWALK RAMPS.2.TRANSITION CURB LENGTHS SHALL BE FROM 18" TO 36" AS DETERMINED BY THEPROJECT MANAGER UNLESS OTHERWISE INDICATED IN THE DRAWINGS.3.PROVIDE 0" REVEAL FOR HEADER CURB AT ACCESSIBLE RAMPS ANDSTORMWATER CURB CUTS. ALL OTHER PLACES SHALL HAVE 1" REVEALN.T.S.18" - 36"TRANSITION CURB DETAIL( SEE NOTES )SEE GRADING PLAN112" 12.5 F2 ASPHALT TOPCOAT NYSDOT ITEM #403.198902212" 19 F9 ASPHALT BINDER NYSDOT ITEM #403.1389026" STEP @ EDGE OF PAVEMENTFOR EACH COURSELIGHT DUTY ASPHALTPAVEMENT SECTIONN.T.S.12" LIFT OF #2 CRUSHER RUNCOMPACTED NYS DOT ITEM #304.12TENSAR TX-130 TRI-AXIAL GEOGRIDCOMPACTED STRUCTURALFILL AS APPROVED – GRASS PAVER DETAIL3' TYP.6" TALL CONCRETE CURB (TYP.)PARKING LOT PAVEMENTSECTION (SEE DETAIL)DRAINAGE RELIEF IN CURBN.T.S.45°YELLOWYELLOWCLDOUBLE YELLOW CENTERLINENOT TO SCALE4"4"4"2"2"ITEM 685.12SEE PLANCOMPACTED SUBSOIL1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.8" 4,500 PSI NYSDOT CLASS A CONCRETE SLAB WITH FIBER MESH.CONTRACTION JOINTS SHALL BE IN A 10' GRID. SLAB SHALL CONTAIN #4 REBARPLACED 16" ON CENTER EACH WAY. TOP OF REBAR SHALL BE 2" FROM TOP OFSLAB. OUTER 2' OF CONCRETE SHOULD BE INCREASED TO 12" THICKHEAVY DUTY CONCRETEPAVEMENTN.T.S.SEE PLAN FOR SLOPE#4 REBAR 16" ON CENER 16" (TYP)12" CRUSHED STONE(3 LIFTS) (NYSDOT ITEM 304.12)MORTAR JOINTSCOLOR AND MATERIAL TO BE SPECIFIED1/2" - 1-1/2" MORTAR SETTING BED4" BASE COURSENYSDOT ITEM 304.11SEPARATION FABRICMIRAFI 270HP4" FIBER REINFORCED 4000 PSI CONCRETE SLABCOMPACTED SUBGRADETUMBLED EDGE 1.25" THICK OR APPROVED EQUALGENERIC PAVERSBIKE RACKBIKE RACK DETAILN.T.S.SITESEE GRADING PLAN112" 12.5 F2 ASPHALT TOPCOAT NYSDOT ITEM #403.198902312" 19 F9 ASPHALT BINDER NYSDOT ITEM #403.1389026" STEP @ EDGE OF PAVEMENTFOR EACH COURSEHEAVY DUTY ASPHALTPAVEMENT SECTIONN.T.S.12" LIFT OF #2 CRUSHER RUNCOMPACTED NYS DOT ITEM #304.12TENSAR TX-130 TRI-AXIAL GEOGRIDCOMPACTED STRUCTURALFILL AS APPROVED4" WIDE WHITEPAINTEDSTRIPE45°20" SPACE(TYP.)4"TYPICAL PARKING PAVEMENT MARKING LAYOUT9' - 0"(TYP.)4" WIDEPAINTED WHITESTRIPECURB LINE18' - 0" (TYP.)NOT TO SCALESEE BLOWUP FOR STRIPING DIMENSIONS18" DIA.TRAFFIC SIGN, INCLUDING NO PARKING, ACCESSIBLEPARKING, AND STOP SIGNSACCESSIBLE PARKING SIGNLOCATIONS ARE 2-SIDEDWHERE STALLS FACE EACHOTHER.2" STEEL PIPE, ROUND ORSQUARE, SET IN CONCRETE6" DIA. STL PIPE- FILLW/ NON-SHRINK GROUT-ROUND TOP.DOME TOP OF CONC FTGSEALANT & BACKERROD OVER 1" JOINT FILLERPAVEMENT SURFACE6" 3'-6" MIN. OR TO MINIMUM FROST DEPTH IF GREATER 5'-6" MIN. OR PER LOCAL CODES TYPICAL BOLLARD MOUNTHANDICAP SIGN INSTALLATIONN.T.S.NOTE: MUTCD STANDARD OROWNER SPECIFIED SIGN TO BEUSED.PROVIDE YELLOWPLASTIC COVER FORSTEEL BOLLARD.ELEVATED CROSS WALKN.T.S.