37-076 2015-06-19 Hamp Cnty Jail Sewer Grinder Zoning AppProject Name:DCAMM Project NumberWASTEWATERGRINDING STATIONHSD1501 FC1Project LocationProject ArchitectSite Number:CAMIS Number:Building Number:Secretariat:File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 C-0 EXIST PLAN.DWGOriginal Issue Date03 - 31 - 2015RevisionsNo.DescriptionDatePlan Name:Drawing Number:Project ConsultantOffice of PlanningDesign and ConstructionMcCormack BuildingOne Ashburton PlaceBoston MA 02108617 727 4050www.mass.gov/dcammHSD HAMPSHIRE JAILAND HOC205 ROCKY HILL RD.Dietz & Company Architects, Inc.17 Hampden StreetSpringfield, MA 01103T: (413) 733-6798www.dietzarch.comArchitect Project Number: 20918RNORTHAMPTON, MAEXISTINGCONDITIONS PLANV-100THIS EXISTING CONDITIONS PLAN HAS BEEN PROVIDEDBY THE OWNER AND IS PRESENTED HERE AS RECEIVED.THE ARCHITECTS AND ENGINEERS HAVE MADE NOATTEMPT TO VERIFY THE ACCURACY OF THIS PLAN.
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9 NEW BITUMINOUS CONCRETE DRIVEWAY10'R 35'66.2'42.0'10.4'R 55'47.2'20.7'R 55R 3'R 15'"CAPE COD" STYLEBITUMINOUS CONCRETE CURBTO BE CONSTRUCTED ENTIRELENGTH OF NEW CURB CUTTO PRESERVE GUTTER FLOW LINER 10'15.1'10'12.3'R 10'10'5'NEW SAN. MANHOLE PMH 1CONNECT TO EXISTING SEWERRIM 228.8/EsϮϭϳ͘ϲц;Dd, y/^d/E'ͿCONNECT TO EXISTING SEWER, SEE NOTE 2THE CONTRACTOR SHALL REMOVE ALLTREES WITHIN THE LIMITS OF GRADINGALL TREES TO REMAIN SHALL BEPROTECTED FROM DAMAGEEXISTING TREE LINE (APPROX.)NEW 8" PVC SAN. SEWER30 LF @ 1.0%INV 217.40AT FACE OF FOUNDATION WALLNEW SAN. MANHOLE PMH2RIM 223.82INV (IN) 216.55INV (OUT) 216.45INSTALL TEMPORARY EROSION CONTROLBARRIER AT ALL DOWNSLOPE LIMITS OF WORKAND AT ALL LIMITS OF WORK WITHIN THE100' WETLAND BUFFER100' WETLAND BUFFERNEW 8" SAN. SEWER36 LF @ 1.0%NEW SAN. MANHOLE PMH 1CONNECT TO EXISTING SEWERRIM 219.3/EsϮϬϵ͘ϰц;Dd, y/^d/E'ͿCONTRACTOR SHALL VERIFY EXISTINGSEWER INVERT IN FIELDPIPE INVERT AT HEAD OF TRENCH = 217.30TRENCH INVERT = 216.88DROP SHALL BE NOT LESS THAN 5"TRENCH INVERT SHALL SLOPEAT 1.0% MIN.8" PVC SAN. SEWER20 LF @1.0%PROP. SPOT GRADE (TYP.)NEW WATER SERVICE2" TYPE K COPPER WITHCURB COCK, CURB STOPAND CURB BOXINV 216.65AT FACE OFFOUNDATION WALL1' GRASS SHOULDER3:1 SLOPE (MAX.)NEW ELECTRIC SERVICESEE ELECTRICAL DRAWINGSNEW BUILDING, SEE ARCHITECTURAL DRAWINGSBITUMINOUS CONCRETEWALKWAYCONCRETE DOOR PADSEE ARCHITECTURAL DRAWINGS79.8'Project Name:DCAMM Project NumberWASTEWATERGRINDING STATIONHSD1501 FC1Project LocationProject ArchitectSite Number:CAMIS Number:Building Number:Secretariat:File Path:C:\USERS\CHRISC\DESKTOP\NEW FOLDER\15.001 C-1 CIVIL PLAN.DWGOriginal Issue Date03 - 31 - 2015RevisionsNo.DescriptionDatePlan Name:Drawing Number:Project ConsultantOffice of PlanningDesign and ConstructionMcCormack BuildingOne Ashburton PlaceBoston MA 02108617 727 4050www.mass.gov/dcammHSD HAMPSHIRE JAILAND HOC205 ROCKY HILL RD.Dietz & Company Architects, Inc.17 Hampden StreetSpringfield, MA 01103T: (413) 733-6798www.dietzarch.comArchitect Project Number: 20918RNORTHAMPTON, MAGroup, Inc.DesignBerkshireTheSITE PLANC-100N05'10'20'NOTES1.ALL TOPOGRAPHIC FEATURES, UNDERGROUND UTILITES,BOUNDARIES, PROPERTY LINES AND STREET LINES SHOWN WERETAKEN FROM A TOPOGRAPHIC PLAN BY HUNTLEY ASSOCIATES,P.C., NORTHAMPTON, MA, DATED 2002.2.THE PROPOSED INVERT OF SANITARY MANHOLE PMH1 IS BASEDON THE ASSUMED INVERT OF THE EXISTING SEWER. MANY OFTHE PROPOSED SITE FEATURES ARE DEPENDENT ON THISELEVATION. PRIOR TO THE START OF ANY SITE OR FOUNDATIONWORK, THE CONTRACTOR SHALL DIG A TEST PIT TO VERIFY THEINVERT ELEVATION OF THE EXISTING 8" SEWER. THECONTRACTOR SHALL PROVIDE THE INVERT ELEVATION INWRITING TO THE ENGINEER.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITEEXAMINATION TO DETERMINE THE EXTENT OF DEMOLITIONNECESSARY TO PREPARE THE SITE FOR CONSTRUCTION ANDSHALL VERIFY ALL ITEMS TO BE DEMOLISHED OR SALVAGED WITHTHE ENGINEER PRIOR TO BEGINNING WORK.4.THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR QUANTITYTAKE-OFFS OR CONSTRUCTION. USE WRITTEN DIMENSIONSONLY. IF DIMENSIONS ARE INCOMPLETE, CONTACT THEBERKSHIRE DESIGN GROUP, INC. FOR CLARIFICATION.5.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARESHOWN IN AN APPROXIMATE WAY ONLY BASED ON AVAILABLEDATA AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TOCONSTRUCTION, CONTRACTOR SHALL CALL THE "DIG SAFECENTER" AT 1-800-322-4844 AND HAVE ALL UTILITIES MARKEDON THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FORDETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BEFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHTBE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES.6.THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT FROM THECITY OF NORTHAMPTON, AND ALL OTHER NECESSARY PERMITS INORDER TO COMPLETE THE WORK.7.CARE SHALL BE TAKEN NOT TO DAMAGE ANY ITEMS DESIGNATEDTO REMAIN; REPAIR OR REPLACEMENT OF DAMAGED ITEMSDESIGNATED TO REMAIN SHALL BE AT THE CONTRACTORS'EXPENSE.8.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAINWITH 2"X 4"X 6'-0" STAKES AND SNOW FENCING.9.ALL TOPSOIL SHALL BE STRIPPED FROM GRASS AREAS TO BEREMOVED AND STOCKPILED IN AN AREA DESIGNATED BY THEOWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL TOPSOIL ASNEEDED TO MEET THE SPECIFICATIONS.10.ALL TOPSOIL SHALL BE STRIPPED FROM GRASS AREAS TO BEREMOVED AND STOCKPILED IN AN AREA DESIGNATED BY THEOWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL TOPSOIL ASNEEDED TO MEET THE SPECIFICATIONS.11.THE CONTRACTOR MAY USE TEMPORARY FENCING TO CONTROLTHE SITE DURING CONSTRUCTION. PRIOR TO THE FINALIZATIONOF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALLTEMPORARY FENCING AND BARRICADES.12.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARESHOWN IN AN APPROXIMATE WAY ONLY BASED ON AVAILABLEDATA AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TOCONSTRUCTION, CONTRACTOR SHALL CONTACT DPW TOREQUEST UTILITIES TO BE MARKED ON THE GROUND. THECONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES.13.ALL BOUNDARY MONUMENTS SHALL BE PROTECTED AND/ORPRESERVED DURING DEMOLITION AND CONSTRUCTION. SHOULDANY BOUNDARY MONUMENT BE DESTROYED AND/OR ALTEREDAS A RESULT OF DEMOLITION AND CONSTRUCTION, IT SHALL BETHE RESPONSIBILITY OF THE PARTY INCURRING THE DAMAGE TOOBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR TOREPLACE AND RESET SAID MONUMENT.14.THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROLDEVICES AS SHOWN, OR AS NECESSARY TO PREVENT SEDIMENTFROM LEAVING THE SITE. SEE SHEET C-5.0 FOR EROSIONCONTROL REQUIREMENTS.15.ALL SIDEWALKS/WALKWAYS SHALL CONFORM TO THEMASSACHUSETTS ARCHITECTURAL ACCESS BOARD'S (AAB)REQUIREMENTS. TYPICAL SIDEWALK/WALKWAY CROSS-SLOPE IS1.5%. IN NO CASE SHALL SIDEWALK/WALKWAY CROSS-SLOPEEXCEED 2.0%. NOTIFY ENGINEER OF ANY DISCREPANCIES.16.ALL NEW OR ADJUSTED UTILITY COVERS AND GRATES SHALL BEFLUSH WITH FINISHED GRADE.17.ALL WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER OVERTHE CROWN OF PIPE.18.THRUST BLOCKS SHALL BE CONSTRUCTED FOR ALL WATER LINESAT ALL ANGLES, BENDS, BRANCHES, PLUGS AND WHEREVER ELSEIS NECESSARY TO PREVENT DISRUPTION OF PROPERFUNCTIONING OF THE LINE.19.ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINESFROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED.20.THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS,GRADES, AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANYAND ALL DISCREPANCIES TO THE ENGINEER. ALL DISCREPANCIESSHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK.21.ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BERAKED, SMOOTHED, FERTILIZED AND SEEDED WITH PERENNIALTURFGRASSES UNLESS OTHERWISE NOTED.22.ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS ANDSURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE.23.THE CONTRACTOR SHALL NOT INSTALL CONCRETE DURINGADVERSE WEATHER CONDITIONS (RAIN, SLEET, ETC.) UNLESSOTHERWISE DIRECTED BY THE ENGINEER.24.THE PROPOSED INVERT