HomeMy WebLinkAboutKCE NY 26 - 12 foot wall and fence $07 - Site Details RECEIVED 11-28-22C 500.00SITE DETAILSMARKDATEDESCRIPTIONCLIENTC:\Users\jtomkins\appdata\local\temp\AcPublish_13888\$07 - Site Details.dwg Last Modified: Aug 17, 2022 - 11:23am Plotted on: Aug 17, 2022 - 12:08pm By jtomkins
10750 Oregon RoadCutchogue, NY 11935KCE NY 26, LLCSHEET TITLECONTRACTSTATUSREGULATORY REVIEWDESIGNED BY:DRAWN BY:QPROJECT No.:KCEG 2101DATE:JUNE 6, 2022CHECKED BY:REVIEWED BY:SCALE:KCE NY 26CONSULTANTS:ALL CONTRACTS"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"AS SHOWNDRAWING No.DRAWING No.architects+engineers538 Broad Hollow Road, 4th Floor EastMelville, NY 11747631.756.8000 ▪ www.h2m.comRJRJMTRJRNOTE:COMPACT SUBGRADE TO 92% MAXIMUM DENSITY INACCORDANCE WITH ASTM D1557.4" TOP COURSE OF COMPACTED RCA11" BASE COURSE OF COMPACTED RCACOMPACTED SUBGRADESCALE: NTSRCA Pavement Section31.POSTS SHALL BE 2" X 2" HARDWOOD OR APPROVEDEQUIVALENT.2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TOPOSTS AT TOP AND MID SECTION.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACHOTHER THEY SHALL BE OVERLAPPED BY SIX INCHES ANDFOLDED AND SECURE AT POST. FILTER CLOTH SHALL BEEITHER FILTER X, MIRAFI 100X, STABILINKA T140N, ORAPPROVED EQUIVALENT.4.MAINTENANCE SHALL BE PERFORMED AS NEEDED ANDACCUMULATED SEDIMENT REMOVED WHEN "BULGES"DEVELOP IN THE SILT FENCE.5.REMOVE SILT FENCE UPON PERMANENT STABILIZATIONOF UPLAND AREAS.PERSPECTIVE VIEWSECTION VIEWNOTESFLOWFLOW 6' MAX. C. TO C.FLOWHEIGHT OF
FILTER
16" MIN.
6" MIN.20" MIN.16" MIN.4"MIN.36" MIN. LENGTH FENCE POSTSDRIVEN MIN. 16" INTO GROUNDFILTER FABRIC36" MIN. FENCE POSTSCOMPACTED SOILEMBED FILTER CLOTHA MIN. 6" IN GROUNDUNDISTURBEDGROUNDSCALE: NTSSilt Fence - Standard12312513.13 NYDC1-UCONSTRUCTION SPECIFICATIONS1.STONE OR RECYCLED CONCRETE SIZE TO BE 1" TO 4".2.LENGTH - NOT LESS THAN 50 FEET (UNLESS INDICATED OTHERWISE ON PLANS).3.THICKNESS - NOT LESS THAN SIX (6) INCHES.4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.5.PLACE FILTER FABRIC OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER FABRIC TO BE TREVIRA SPUNBOND,1135 MIRAFI 600X OR EQUIVALENT.6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPEDBENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.PLANELEVATIONEXISTINGPAVEMENT10'MIN.10'MIN.
12'MIN.50'MIN.6"MIN.50'MIN.12'MIN.12' MIN3"3"SECTIONEXISTINGGRADE1" TO 4" STONE ORRECYCLED CONCRETEEXISTINGGRADEFILTERFABRICMOUNTABLE BERM(IF REQUIRED)EXISTINGPAVEMENTEXISTINGGRADEFILTER FABRICSCALE: NTSStabilized Construction Entrance13(312513.19 NYDC1) - UNOTES:1.IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETINGBOX IN ACCORDANCE WITH OSHA REGULATIONS. AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THETRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS GREATER.2.WITHIN 9" OF PAVEMENT SUBGRADE ELEVATION (WHERE APPLICABLE) COMPACT BACKFILL TO 92% MAXIMUMDENSITY IN ACCORDANCE WITH ASTM D1557. ALL OTHER BACKFILL MATERIAL TO BE COMPACTED TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.O.D. + 2' MIN.VARIES
O.D.6"PAVEMENT SUBGRADE ELEVATION(WHERE APPLICABLE)SAND OR SUBSOILSBACKFILL ABOVE SPRINGLINETO BE PLACED IN 12" LIFTSBACKFILL PLACED ALTERNATELYIN 6" LIFTS ON BOTH SIDES OFPIPE UP TO SPRINGLINEELEVATIONSAWCUT EXISTING PAVEMENT2' BEYOND TRENCH FORPAVEMENT RESTORATIONWHERE REQUIRED (TYP)10SCALE: NTS(312333.00 H2MX1) - UPipe TrenchMechanical PropertiesTest MethodUnitsMARVGrab Tensile StrengthASTM D 4632lbs365 x 200Grab Tensile ElongationASTM D 4632%24 x 10Puncture StrengthASTM D 4833lbs90Mullen Burst StrengthASTM D 3786psi450Trapezoid Tear StrengthASTM D 4533lbs115 x 75UV ResistenceASTM D 4355%90Apparent Opening SizeASTM D 4751US Std Sieve)40Flow RateASTM D 4491gal/min/ft145PermittivityASTM D 4491Sec 2.1-12FILTER FABRIC PROPERTIESNOTES1.REMOVE ACCUMULATED SEDIMENT AND DEBRIS ASREQUIRED TO MAINTAIN ADEQUATE FLOW THROUGHFILTER FABRIC.2.REMOVE INLET PROTECTION UPON PERMANENTSTABILIZATION OF CONSTRUCTION SITE.PLANINLET CASTING COMPLETELYENCLOSED BY FILTER FABRICLIFTING STRAPSINLET CASTINGINLET CASTING COMPLETELYENCLOSED BY FILTER FABRICSCALE: NTSCircular Inlet Sediment Bag Protection11312553.13 H2MX2NOTE:COMPACT SUBGRADE TO 92% MAXIMUM DENSITY INACCORDANCE WITH ASTM D1557.SCALE: NTSCrushed Stone Pavement Section46"6"2'-0"2'-0"6"6"3'-0"6"6"2'-0"VARIES. SEE DRAINAGESTRUCTURE SCHEDULE2' MIN.NOTE:FIELD INLET IS TO BEPRECAST CONCRETE ANDCAPABLE OF SUPPORTINGAASHTO HS20 HIGHWAYLOADING.PLANSECTIONHEAVY DUTY FRAME AND GRATE,CAMPBELL PATTERN 2815-1400OR EQUALCAST IN PLACE PIPEWINDOWS AS REQUIRED1'-0" MIN.PROVIDE OPENINGS FOR PIPEWHERE REQUIRED. FILLANNULAR SPACE WITHCEMENT MORTARADJUST TO GRADE WITHCONCRETE BRICK AND MORTARRIM ELEVATIONSCALE: NTSField Inlet - Standard7(334413.13 H2MX3)4" TOP COURSE OF COMPACTED 34" CRUSHED STONE11" BASE COURSE OF COMPACTED 34" CRUSHED STONECOMPACTED SUBGRADE6"2"±TERMINAL SECTION3'-6"3'-0"LINE SECTION10' MAX.10' MAX.PULL OR CORNER SECTIONNOTES:1.FABRIC: ASTM A392, 2" MESH, 9 GAUGE STEEL CHAIN LINK FENCE FABRIC. HOT DIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF.2.TOP AND BRACE RAILS: ASTM F1043 1.66" O.D. (1.84 LBS./FT.) SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123.3.LINE POSTS: ASTM F1043 2.375" O.D. (3.12 LBS./FT.) SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123.4.END, CORNER & PULL POSTS: ASTM F1043 2.875" O.D. (4.64 LBS./FT.) SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123.5.FITTINGS AND ACCESSORIES: ASTM F626 MALLEABLE OR PRESSED STEEL. HOT DIPPED GALVANIZED TO 1.2 OZ/SF.6.BOTTOM TENSION WIRE: ASTM A824 NO. 7 GAUGE STEEL-MARCELLED WIRE, HOT DIPPED GALVANIZED TO 1.2 OZ/SF.7.STRETCHER BAR: 3/16" x 3/4" PRESSED STEEL, HOT DIPPED GALVANIZED TO 1.2 OZ/SF.8.BARBED WIRE: GALVANIZED STEEL WIRE, DOUBLE STRAND 13-3/4 GAGE, 0.083 INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACES 3 INCHED ON CENTER.9.CONCRETE TO ACHIEVE 4000 PSI STRENGTH AT 28 DAYS.7'-0"10' MAX.10' MAX.FABRICEND POSTCROWN FOOTING 1"ABOVE GRADE (TYP)12"Ø CONCRETEFOOTING (TYP)TURNBUCKLE3/8" DIA. TRUSSRODLINE POST (TYP.)TOP RAILTENSION WIREFINISHEDGRADEKNUCKLEDSELVAGEBRACE RAIL (TYP.)TURNBUCKLEBANDSSTRETCHER BARCORNER OR INTERMEDIATE (PULL) POST(INSTALLATION TYPICAL FOR BOTH)3/8" DIA. TRUSSRODBRACE RAILBARBED WIRESUPPORT ARM3 STRANDS OFBARBED WIRESCALE: NTS(323113.13 H2MX3) - U1Chain Link Fence - GalvanizedBarbed Wire - 7' HeightSCALE: NTS(323113.24 H2MX2) - U2Chain Link Double Swing Gate - GalvanizedBarbed Wire - 7' Height7'-0"3'-6"
3'-0"NOTES:1.FABRIC: ASTM A392, 2" MESH, 9 GAUGE STEEL CHAIN LINK FENCE FABRIC. HOTDIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF.2.FRAME: ASTM F900, 1.9" O.D. (2.28 LBS./FT.) STEEL PIPE. HOT DIPPEDGALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123 (SEE TABLE FORSIZE AND WEIGHT).3.GATE POST: ASTM F1043, SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8OZ/SF IN ACCORDANCE WITH ASTM A123 (SEE TABLE FOR SIZE AND WEIGHT).4.HINGES: ASTM F900, NON-LIFT-OFF TYPE.5.LATCH: ASTM F900 FORKED TYPE GRAVITY DROP WITH PROVISION FORPADLOCK.6.FITTINGS AND ACCESSORIES: ASTM F 626, MALLEABLE OR PRESSED STEEL,HOT DIPPED GALVANIZED TO 1.2 OZ/SF.7.GATE KEEPER: ASTM F900.8.PROVIDE GATE KEEPER FOR EACH SWING GATE.9.BARBED WIRE: GALVANIZED STEEL WIRE, DOUBLE STRAND 13-3/4 GAGE, 0.083INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACED 3 INCHES ON CENTER.10.CONCRETE TO ACHIVE 4000 PSI STRENGTH AT 28 DAYS.GATE LEAFWIDTHGATE POSTOUTSIDE DIAMETER(INCHES)MINIMUMWEIGHT(LB/FT)11' TO 18'4.0006.56DOUBLE SWING GATE (SEE PLAN)BARBED WIRESUPPORT ARMGATE POSTGATE FRAME(TYP.4 SIDES)WELD ALL JOINTSTO MAKE SOLIDFRAME3 STRANDS OFBARBED WIREFABRICSTRETCHER BAR(TYP.4 SIDES)6"x12" DEEPCONCRETE GATE STOPCENTER UPRIGHT(GATE LEAF 8'AND WIDER)18"Ø CONCRETEFOOTING (TYP)34" CRUSHED STONE6" COMPACTEDSUBGRADECONCRETE PAD FORBESS/PCS UNIT6" REVEAL5NTSCrushed Stone Ground Cover2"CONCRETE PAD FORBESS/PCS UNITVARIES (SEE PLAN)NOTE:COMPACT SUBGRADE TO 92% MAXIMUM DENSITY INACCORDANCE WITH ASTM D1557.SCALE: NTSCrushed Stone Transition Section6COMPACTED SUBGRADE3'CRUSHED STONEGROUND COVERTRANSITION SECTION OFCRUSHED STONE6" MIN.
1' MIN.
2' MAX.SEE DRAINAGE STRUCTURE SCHEDULE4 FT. MIN. ABOVE GROUNDWATERVIRGIN SAND AND GRAVELNOTES:1.DRYWELL COMPONENTSARE TO BE REINFORCEDPRECAST CONCRETE ANDCAPABLE OF SUPPORTINGAASHTO HS-20 HIGHWAYLOADING.2.COLLAR MATERIAL TOCONSIST OF CLEAN SANDAND GRAVEL CONTAININGLESS THAN 15% FINE SAND,SILT AND CLAY. SILT ANDCLAY FRACTIONS NOT TOEXCEED 5%. NATIVEMATERIAL MAY BE REUSEDIF IT MEETS THISREQUIREMENT.3.EXTEND EXCAVATION TOPROVIDE A DIRECTCONNECTION BETWEENBOTTOM RING AND A 6'MINIMUM STRATUM OFVIRGIN SAND AND GRAVEL.WHEN OVER EXCAVATION ISREQUIRED TO SATISFY THISCRITERIA, ALL BACKFILLSHALL BE CLEAN SAND ANDGRAVEL MEETING THECOLLAR SPECIFICATION.4.MAXIMIZE DEPTH OF 3 FOOTANNULAR COLLAR BELOWBOTTOM RING WHEN OVEREXCAVATION IS REQUIRED.3' MIN.ALL AROUNDPROVIDE KNOCKOUTSOR OPENINGS FORPIPE WHERE REQUIRED.FILL OPENINGS AROUNDPIPE W/ CEMENTMORTARDRAINAGE PIPE(SEE PLANS ANDSTRUCTURE SCHEDULEFOR PIPE SIZE ANDMATERIAL)SEE NOTE 4 EFFECTIVE DEPTH
SEE DRAINAGE STRUCTURE SCHEDULE
WRAP LEACHING RINGSWITH FILTER FABRIC.PROVIDE 6" OVERLAP3'-WIDE ANNULARCOLLAR (SEE NOTE 2)FINISHED GRADEHEAVY DUTY CASTING (SEE DRAINAGE STRUCTURESCHEDULE AND DETAILS FOR FURTHER INFORMATION)ADJUST TO GRADE WITHBRICK AND MORTARREINFORCED CONCRETESLAB COVEROPENING TO BE THESIZE OF THE CASTINGRIM ELEVATIONSUBSOILLEACHING RINGLEACHING RINGSOLID RINGSCALE: NTSDrywell With Slab8(334923.16 H2MX1)NOTES:1.DRYWELL COMPONENTS ARE TOBE REINFORCED PRECASTCONCRETE AND CAPABLE OFSUPPORTING AASHTO HS-20HIGHWAY LOADING.2.COLLAR MATERIAL TO CONSISTOF CLEAN SAND AND GRAVELCONTAINING LESS THAN 15% FINESAND, SILT AND CLAY. SILT ANDCLAY FRACTIONS NOT TO EXCEED5%. NATIVE MATERIAL MAY BEREUSED IF IT MEETS THISREQUIREMENT.3.EXTEND EXCAVATION TOPROVIDE A DIRECT CONNECTIONBETWEEN BOTTOM RING AND A 6'MINIMUM STRATUM OF VIRGINSAND AND GRAVEL. WHEN OVEREXCAVATION IS REQUIRED TOSATISFY THIS CRITERIA, ALLBACKFILL SHALL BE CLEAN SANDAND GRAVEL MEETING THECOLLAR SPECIFICATION.4.UTILIZE A SOLID WALLED RINGWHEN REQUIRED TOACCOMMODATE PIPING BELOWTHE DOME.5.MAXIMIZE DEPTH OF 3 FOOTANNULAR COLLAR BELOWBOTTOM RING WHEN OVEREXCAVATION IS REQUIRED.6" MIN.
1' MIN.
2' MAX.4 FT. MIN. ABOVE GROUNDWATER3' MIN.ALL AROUNDVIRGIN SAND AND GRAVELSEE DRAINAGE STRUCTURE SCHEDULERIM ELEVATIONADJUST TO GRADE WITHBRICK AND MORTAROR PRECAST CONCRETECHIMNEYCLEAN FILLLEACHING RING(SEE NOTE 4)LEACHING RINGLEACHING RINGPROVIDE KNOCKOUTSOR OPENINGS FOR PIPEWHERE REQUIRED. FILLOPENINGS AROUND PIPEW/ CEMENT MORTARDRAINAGE PIPE(SEE PLANS ANDSTRUCTURE SCHEDULEFOR PIPE SIZE ANDMATERIAL)WRAP LEACHING RINGSWITH FILTER FABRIC.PROVIDE 6" OVERLAP3' WIDE ANNULARCOLLAR (SEE NOTE 2)SOLID DOMESEE NOTE 5FINISHED GRADEHEAVY DUTY CASTING (SEE DRAINAGE STRUCTURESCHEDULE AND DETAIL FOR FURTHER INFORMATION) EFFECTIVE DEPTH
SEE DRAINAGE STRUCTURE SCHEDULE
SEE NOTE 4SCALE: NTSDrywell With Dome9(334923.13 H2MX1)CRUSHED STONEPAVEMENT SECTIONSCALE: NTSVisual & Sound Barrier14CONCRETEFOUNDATION12'NOTES:1.GREEN COLOR TO BE CONFIRMED WITH OWNER.2.COLUMNS: GALVANIZED STEEL H-BEAM3.SOUND PANELS: GLASS REINFORCEDTHERMOSET COMPOSITE STRUCTURAL SHELL.FRONT FACE OF PANEL PERFORATED ANDFILLED WITH SOUND ABSORBING MATERIAL.4.BACKFILL BOTTOM SOUND BARRIER GAP.