10-C-10 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-1010Bituminous Concrete Pavement SectionsN.T.S.Source: VHBLD_4301/16NOTESPAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THERESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.12" COMPACTED
GRAVEL
COMPACTED SUBGRADE2 12" BITUMINOUS DENSE BINDER COURSE1 12" BITUMINOUS TOP COURSEREVUtility TrenchN.T.S.Source: VHBLD_3001/1611NOTES1.ALL SEWER PIPE WITHIN THE RIGHT-OF-WAY SHALL HAVE3/4" STONE FOR BEDDING TO THE CROWN OF THE PIPE.2.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGHDETENTION BASIN BERMS OR OTHER SUCH SPECIALSECTIONS, PLACE TRENCH BACKFILL WITH MATERIALSSIMILAR TO THE SPECIAL SECTION REQUIREMENTS.3.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.DEPTH VARIES
COMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIESCOMPACTEDSUBGRADE12"(MIN.)6"
(MIN.)
PIPE
DIA.12"
COMPACTED
BEDDING
5'-0" MAXIMUM VARIES
SAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREAREVHydrant ConstructionN.T.S.Source: VHBLD_25012/182:1NOTES1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTHAS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINTWHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS.2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALKPASSAGE WIDTH OF 3 FEET AT HYDRANT.3.A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THEHYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION.COMPACTEDSUBGRADECONCRETETHRUST BLOCKCRUSHED STONE(MIN. 12 C.Y.)18"X18"X6"CONCRETE BASE20" (MIN.)UNDISTURBEDEARTH ORCOMPACTEDEMBANKMENTMECHANICALJOINT (TYP.)6"THRUST BLOCK - MIN.BEARING 9 S.F.,DO NOT BLOCK DRAIN.COMPACTEDBACKFILL5' (MIN.)6" DIA. PIPETEE3' TYPICAL (SEE NOTE 2.)(OR TO MUNICIPAL STANDARD)FINISHGRADEPUMPER CONNECTIONTO FACE ROAD.MUNICIPAL STANDARD HYDRANTFACE OF CURBINGGATE VALVE WITHADJUSTABLE RISER,BOX AND COVERPAVEMENTSURFACE1" CLEAR (MIN.)
18"MIN
Corporation/Curb Stop with BoxN.T.S.Source: VHBLD_2561/16NOTES1.INSTALLATIONS SHALL CONFORM WITH MUNICIPAL WATERWORKS SPECIFICATIONS AND STANDARDS.VARIESPIPE DIA.CURBSTOPTYPE 'K' COPPERSERVICE LINECORPORATION STOPWATERMAINCURB BOXSET TO FINISH GRADEVARIES
Concrete Thrust BlockN.T.S.Source: VHBLD_2601/1611NOTES1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.3.CONCRETE SHALL BE 3,000 PSI-TYPE I.22UNDISTURBEDSOILG
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ID
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PlanSECTION 1-1PLANSECTION 2-2TEESTABLE OF DIMENSIONSTEESGHIJTEESGHIJ6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"8"X8"X6"""""12"X12"X8""""24"8"X8"X8""""24"12"X12"X12""36""36"TABLE OF DIMENSIONSBENDSBCDEFBENDSBCDEF6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"6" 22 12°"19"""13"6" 90°"30"""27"8" 11 14°"20"""12"8" 45°"30"""24"8" 22 12°"22"""17"8" 90°"38"""36"12" 11 14°"30"""15"12" 45°"40"""40"12" 22 12°"35"""25"12" 90°"60"""52"UNDISTURBEDSOILBENDSSewer Line InsulationN.T.S.Source: VHBLD_2201/1611NOTESSEWER LINE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR (4) FEET UNLESSINDICATED OTHERWISE ON PLANS. PROVIDE CONCRETE ENCASEMENT IN VEHICULARAREAS WHEN COVER OVER PIPE INSULATION IS LESS THAN THREE (3) FEET.COMPACTEDSUBGRADESEWER LINESEE PLAN FORPIPE SIZECAST- IN-PLACE3000 PSI CONCRETE(TYPE-I) ENCASEMENT (SEE NOTES)COVER (SEE NOTE)SURFACETREATMENTVARIES2" THICK JACKETPOLYURETHANEINSULATION CUT ANDWIRED IN PLACEAROUND PIPE6"(MIN.)6"(MIN.)6"(MIN.)6"(MIN.)REVNOTES:1.LANDSCAPE DRAINS SHALL BE NYLOPLAST 12" DRAIN BASIN, OR APPROVED EQUAL.2.GRATES SHALL BE NYLOPLAST, 12" DOME GRATE MODEL 1299CGD, OR APPROVED EQUAL AS SHOWN ONPLANS.FLOW24" SUMP(MIN)4"(MIN)4"4"Area Drain (AD)N.T.S.Source: VHBLD_1979/17DOME GRATECONCRETE COLLARLAWNCOMPACTED GRAVELCOMPACTEDSUBGRADEPIPE PER PLANS(REFER TO UTILITYTRENCH DETAIL)MULCH8"8"8"12" MIN12" MINFLUSH GRATELAWNDownspout Rain LeaderN.T.S.Source: VHBLD_1951/16FINISH GRADECOLLECTION PIPE(SIZE PER PLAN)1% MIN. SLOPE45° BENDREDUCER FITTINGAS REQUIREDWYE CONNECTION1'
(MAX.)SCREEN DETAILFASTENERDOWNSPOUTGALVANIZED 14 INCH WIREMESH SCREEN PIPE CAPW/STAINLESS STEEL HOSECLAMP TO SECURE SCREEN