12-C-12 DetailsofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-1212Sign Post - Type 'B'N.T.S.Source: VHBLD_7021/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.*
4.0'
2.0'
1.5'
*7' (MIN.)**EARTH INSITUTYPICAL SIGNHOLE DIAMETER 716"SIGN POST ANCHOR(2.0" X 2.0")ANCHOR SLEEVE(2.25" X 2.25")GROUND SURFACESIGN POST(1.75" X 1.75")Bituminous Concrete SidewalkN.T.S.Source: VHBLD_4221/16GRADEFINISHVARIES1.0% (MIN.)1.5% (MAX.)COMPACTED 1.Notes:BOTH SURFACE AND BINDERMATERIAL SHALL BE DENSE MIX8" COMPACTED GRAVEL(112" MAX STONE SIZE)SUBGRADE114" BINDER COURSE114" SURFACE COURSEBITUMINOUS CONCRETE PAVEMENTGRADEFINISHChain Link Fence up to 6'N.T.S.Source: VHBLD_4811/16NOTE1.MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAINLINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL.2.PROVIDE 6" OF CLEARANCE BETWEEN THE BOTTOM OF FABRIC AND FINISHGRADE AROUND BMP IF AN ORDER OF CONDITIONS WAS ISSUED FOR THEPROJECT.10" DIA. @ LINE POSTSOR 1'-4" @ CORNERS,PULL OR END POSTSCONCRETE FOOTING(3000 PSI-TYPE I)FINISH GRADE1" BEVELCORNER, END ORLINE POSTSFENCE FABRICTOP RAILTENSION WIRE3'-6"
3'-0"6"
UP TO 6'-0"1" OR 6"(SEE NOTE 2.)TOP RAILELEVATIONSECTIONTENSION WIRE2" DIAMONDMESH FABRICSELVAGE OF FABRICKNUCKLED TOP & BOTTOMTIE WIRESModular Retaining WallN.T.S.Source: VHBLD_7501/16VARIES1NOTESDETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPEDFINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BYWALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERSRECOMMENDATIONS.COMPACTEDSUBGRADELEVELING PADUNDERDRAIN(SLOPE TO DRAIN)GRAVELGEOSYNTHETICREINFORCEMENTAPPROXIMATEEXCAVATIONLIMITIMPERVIOUS FILL(MIN.) 12" THICKSEE PLAN FOR LOCATIONOF FENCINGCAPMODULAR CONCRETEFACING UNITSREVDETAIL PROVIDED BY CITY OF NORTHAMPTONConcrete Rumble IslandN.T.S.Source: VHBLD_4421/16NOTES1.CORRUGATIONS SHALL RUN TRANSVERSE TO TRAFFIC FLOW.2.EXPANSION JOINTS TO BE PLACED 20 FEET ON CENTER MAX, EACHWAY.3.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH 5000PSI, 6% (1.5±) AIR ENTRAINED TYPE II CEMENT.12" PREFORMEDEXPANSION JOINTSCONCRETEEXPANSIONJOINT SEALANT12"COMPACTED SUBGRADECOMPACTEDGRAVELBITUMINOUSCONCRETEPAVEMENT6"X6" - 1.4X1.4WELDED WIRE FABRIC1"4 12"4 12"1" RADIUS (TYP.)12"8"EXPANSION JOINT DETAIL6"REVConcrete SidewalkN.T.S.Source: VHBLD_4201/161.0% (MIN.)1.5% (MAX.)NOTES1.PROVIDE EXPANSION JOINTS ATMIN. 30 FT. O.C. WITH PRE-FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROLJOINTS AT 6' O.C.3.PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TOCURB.CONCRETESIDEWALK12" PREFORMEDEXPANSION JOINTBLDG. FACE,FIXED OBJECT,OR CONC. SIDEWALK SECTIONEXPANSIONJOINTSEALANT12"8" COMPACTED GRAVEL(112" MAX STONE SIZE)COMPACTEDSUBGRADEVARIES6" REVEALCURBFINISHPAVEMENT4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)NOTE:CONCRETE FOR SIDEWALKS TO BE4000 PSI AND FOR DRIVEWAYS5000 PSI. BOTH MIXES TO BE TYPE II,6% (1.5±) AIR ENTRAINED.FINISHGRADESECTIONEXPANSION JOINT DETAILW.W. MESH(6X6W1.4XW1.4)FLAT SHEETS,CENTER DEPTHREV