09-C-09 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-99Cleanout - Paved AreaN.T.S.Source: VHBLD_3031/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND AT END OF LINEWYE CONNECTION FOR IN-LINE12"6"CONCRETE COLLAR6"THREADED PLUGRING & COVERFINISH GRADEAT PAVEMENTCleanout - Landscape AreaN.T.S.Source: VHBLD_3021/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND45° WYE-IN LINE45° EL-END OF LINEDEPTH VARIES
(MAINTAIN MIN. COVER)THREADED SEALED CAPFINISH GRADEREVREV12"COMPACTEDCOMMONFILLSURFACE TREATMENTVARIESSubsurface Recharge Trench System #1N.T.S.Source: VHBLD_1811/1612"PIPE DIA.12"PIPE DIA.2"18" (MIN.)OVERLAPTYPICALPAVEMENTSECTIONFINISHGRADECOMPACTEDCOMMON FILLNATURAL GROUND ORPERVIOUS MATERIALAPPROVED BYGEOTECHNICAL ENGINEER2" DOUBLE WASHEDCRUSHED STONEFILTER FABRICPAVED AREALANDSCAPED AREAREVPERFORATED HIGH DENSITYPOLYETHYLENE (HDPE) PIPE(REFER TO PLAN FOR SIZE,INVERT, AND LOCATION)SIDE STONESHALL BE 6"BETWEEN PIPESBETWEEN PIPESDrain Manhole (DMH)N.T.S.Source: VHBLD_1151/16NOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING. DIAMETER OF STRUCTURESSHALL BE COORDINATED WITH PIPECONFIGURATIONS.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULL DEPTHOF THE STRUCTURE.3.PROVIDE OPENINGS FOR PIPES WITH 2" MAX.CLEARANCE TO OUTSIDE OF PIPE. MORTARALL PIPE CONNECTIONS.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE PREFORMED BUTYL RUBBER.5.DRAIN MANHOLE FRAME AND COVER SHALLBE SET IN FULL MORTAR BED. ADJUST TOGRADE WITH CLAY BRICK AND MORTAR (2BRICK COURSES TYPICALLY, 5 BRICKCOURSES MAXIMUM)DIA.VARIESCOMPACTED SUBGRADECOMPACTED GRAVELCEMENT CONCRETE INVERTSEE NOTE 3.OUTLETSHELF TO BE CONCRETE FORMEDAT SLOPE OF 1" PER FOOT.SEE NOTE 4.SEE NOTE 5.FINISHGRADESTEPS, SEENOTE 2.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB12"(TYP.)8"24" DIA.ACCESS8"ALTERNATE TOP SLAB24" DIA.ACCESS12"8"(MIN.)48" DIA. (MIN.)DIA.VARIES 48" DIA. (MIN.)Sanitary Sewer Manhole (SMH)N.T.S.Source: VHBLD_2001/16(STEEL REINFORCED FOR HS-20 LOADING)NOTES1.STRUCTURES SHALL BE PRECASTCONCRETE, DESIGNED FOR HS-20LOADING.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULLDEPTH OF THE STRUCTURE.3.EXTERIOR SURFACES SHALL BE GIVENTWO COATS OF BITUMINOUS WATER-PROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECASTSECTIONS SHALL BE PREFORMED BUTYLRUBBER.5.STANDARD SEWER MANHOLE FRAMEAND COVER SHALL BE SET IN FULLMORTAR BED. ADJUST TO GRADE WITHSEWER BRICK AND MORTAR (2 BRICKCOURSES TYPICALLY, 5 BRICK COURSESMAXIMUM)COMPACTED SUBGRADECOMPACTED GRAVELSHELF TO BE SEWERBRICK LAID FLAT AT ASLOPE OF 1"/FOOTBRICK CHIP ANDMORTAR OR CEMENTCONCRETE FILLARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICK LAID ASSTRETCHERS AND ON EDGE12"DIA.
VARIES OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVESEE NOTE 4.SEE NOTE 3.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB48" DIA. MANHOLE (MIN.)STEPS, SEENOTE2.SEENOTE 5.FINISHGRADE8"30" DIA.ACCESS8"48" DIA. MANHOLE12"8"30" DIA.ACCESSALTERNATE TOP SLABInterior Drop Sewer Manhole (SMH)N.T.S.Source: VHBLD_2051/16NOTES1.STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING.2.COPOLYMER MANHOLE STEPS SHALL BE INSTALLEDAT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE3.EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OFBITUMINOUS WATERPROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALLBE BUTYL RUBBER.5.SEWER MANHOLE FRAME AND COVER SHALL BE SET INFULL MORTAR BED. ADJUST TO GRADE WITH SEWERBRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5BRICK COURSES MAXIMUM)6.MANHOLE DIAMETER SHALL BE VERIFIED BYCONTRACTOR AND MANUFACTURER BASED ON PIPEGEOMETRICS AND SIZESBRACKET DETAILPIPESTAINLESS STEELBRACKET ANDFASTENERS2" X 18" THICKCOMPACTED SUBGRADECOMPACTED GRAVELBRICK CHIP AND MORTAROR CEMENT CONCRETE FILL90° ELL/BEND12"12" (TYP.)OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVE (TYP.)SEE NOTE 4.ARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICKS LAID ASSTRETCHERS AND ON EDGE.SHELF SHALL BE BRICKLAID FLAT AT A SLOPEOF 1"/FOOTINSTALL DROP WHENINLET TO OUTLETELEVATION EXCEED 2 FEETREMOVABLE CAPSTEPS,SEE NOTE 2.SEE NOTE 5.8"30" DIA.ACCESS8"BASE SECTIONMONOLITHIC RISER SECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB45° ELL/BEND45° WYEBRACKETS SET AT 2' O.C.(SEE DETAIL)INLETSEE NOTE 3.FINISH GRADE12"(TYP.)ALTERNATE TOP SLAB60" DIA. MANHOLE12"8"30" DIA.ACCESS60" DIA. MANHOLE (MIN.)(SEE NOTE 6)