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YMCA Site Plan Sheets-SPR 2022-11.10.22 updates.pdfLandscape Architecture Land Surveying Planning Civil Engineering Prepared By: SEPTEMBER 23, 2022 (Site Plan Review Submission) Sheet Index Date: HAMPSHIRE REGIONAL YMCA Site Plan for Prepared For: Locus Map 4 Allen Place Northampton Massachusetts 01060 www.berkshiredesign.com HAMPSHIRE REGIONAL YMCA 286 Prospect Street Northampton, MA 01060 Northampton, Massachusetts Berkshire Group Design SITE PLAN REVIEW COVER L-1 EXISTING CONDITIONS PLAN L-2 SITE PLAN L-3 SITE DETAILS L-3.1 SITE DETAILS REVISED November 10, 2022 WOODLAWN AVENUEZoning District-URAZoning District-URBZoning District-URAZoning District-URBADAREFIFTHMASSASOIT AVE.MURPHYJACKSONZoning District-URAZoning District-URBMASSASOIT STREETPROSPECT STREETEXISTING YMCABUILDINGPLACETERRACESTREETAVENUENuttleman'sFloristsChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Do not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.© Copyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.F:\YMCA HAMPSHIRE 2021\DESIGN PROCESS\04-DRAWINGS\L1-EXISTING-YMCA.DWG PLOT DATE: 9/21/2022 Northampton YMCASite ImprovementsWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Landscape ArchitectureCivil EngineeringPlanningBerkshireGroupDesignLand Surveying286 Prospect StreetHAMPSHIRE REGIONALNorthampton, Massachusetts 010601"=30'JASJSSCALE 1"=30'-0" (if printed full size @ 24" x 36")060'30'15'90'September, 23 2022SITE PLAN REVIEW SUBMISSION - 9/23/22EXISTING CONDITIONSL1EROSION CONTROL NOTES1. Erosion control measures shall be incorporated in the sequence ofconstruction to prevent sediment-laden runoff from leaving the site, andshall, where applicable, consist of at least the following procedures:a.A siltation fence along downslope site boundaries prior tocommencing any other work. Fence material shall be Mirafi 140N, Trevira1127, or approved equal.b. Temporary barrier of haybales around catch basins and drain inletsto prevent sediment-laden runoff from entering drainage system.c.New or regraded slopes of 3:1 or greater shall receive spread strawand/or seed and fertilizer as per plans. New or regraded slopes of 2:1 orgreater shall be blanketed with Curlex erosion control matting, orapproved equal; provide temporary slope erosion control where required.d.Fill and grading shall be treated with slope stabilization seeding orground cover and straw mulch upon completion.2. All haybale and silt fence erosion and sedimentation checks shall beplaced prior to beginning work as per the plan and as per the appropriatedetail specification.3.Wherever haybale or silt fence filters are used, they shall bemaintained in good working condition until ground cover is reestablished.Silt fence shall be periodically cleaned as necessary to assure proper andeffective functioning. Haybales shall also be replaced as necessary, toprovide adequate function.4. Natural vegetation shall be retained wherever feasible up to thescheduled start of construction activity in the area. Where possible,clearing shall immediately precede construction activity.5.No erosion of any bank edge shall be allowed under anycircumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover asper seeding specifications or mulched if grading is to be delayed overwinter. The downhill toe-of-slope of all stockpiled soils shall be protectedby staked haybales or silt fence.7.If any questions arise regarding erosion and sedimentation controlmeasures, the Project Landscape Architect shall be consulted immediately.1. Existing conditions and topography taken from previous work done byBerkshire Design Group, Northampton, MA.2.Project benchmarks are indicated on the plan sheets.3. The Contractor shall be responsible for a thorough site examination todetermine the extent of demolition necessary to prepare the site forconstruction and shall verify all items to be demolished or salvaged with theLandscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repairor replacement of damaged items designated to remain shall be at theContractors' expense.5. Disposal of property designated to be removed shall be at the direction ofthe Landscape Architect or Owner, and shall conform to all applicable laws andregulations. All salvagable material shall be delivered by the Contractor tostorage areas designated by the Landscape Architect. Contractor shall remove allexisting unsuitable materials from the site.6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0"stakes and snow fencing. Prior to removing trees, Contractor to notifyLandscape Architect within 14 days for review of all trees to remain and beremoved.7. All topsoil shall be stripped from grass areas to be removed andstockpiled in an area designated by the Owner.8. The Contractor shall use temporary fencing to control the site duringconstruction. Prior to the finalization of the project, the Contractor shall removeall temporary fencing and barricades.9. The locations of existing underground utilities are shown in anapproximate way only based on available data and all utilities may not beshown. Prior to construction, the contractor shall contact Dig Safe at1-800-322-4844 to request utilities to be marked on the ground. The contractorshall be responsible for determining the exact location of all existing utilitiesbefore commencing work. The contractor agrees to be fully responsible for anyand all damages which might be occasioned by his/her failure to exactly locateand preserve any and all utilities.10. All boundary monuments shall be protected and/or preserved duringdemolition and construction. Should any boundary monument be destroyedand/or altered as a result of demolition and construction, it shall be theresponsibility of the party incurring the damage to obtain the services of aprofessional land surveyor to replace and reset said monument.11. Refer to structural and geotech drawings for excavation and fillrequirements under foundations.EXISTING CONDITIONS/ DEMOLITION NOTES Zoning District-URAZoning District-URBZoning District-URAZoning District-URBZoning District-URAZoning District-URB104105106107108101102102103101 102 Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Do not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.© Copyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.F:\YMCA HAMPSHIRE 2021\DESIGN PROCESS\04-DRAWINGS\L2-SITE PLAN-YMCA.DWG PLOT DATE: 11/9/2022 Northampton YMCASite ImprovementsWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Landscape ArchitectureCivil EngineeringPlanningBerkshireGroupDesignLand Surveying286 Prospect StreetHAMPSHIRE REGIONALNorthampton, Massachusetts 01060JSSITE PLANL2COLORED CONCRETEPAVING OR ALTERNATE P.I.P.RUBBER SURFACE, TYP.L304LOAM AND SEED WITHATHLETIC FIELD TURFBLENDL3.103LAYOUT NOTES1.ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINESFROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED;WRITTEN DIMENSIONS SHALL PREVAIL.2.THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES,AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY DISCREPANCIESTO THE ENGINEER. ALL DISCREPANCIES SHALL BE RESOLVED INWRITING PRIOR TO BEGINNING WORK.3.ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BE RAKED,SMOOTHED, FERTILIZED AND SEEDED WITH PERENNIAL TURFGRASSESUNLESS OTHERWISE NOTED.4.ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS ANDSURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE.5.THE CONTRACTOR SHALL NOT INSTALL CONCRETE DURINGADVERSE WEATHER CONDITIONS (RAIN, SLEET, ETC.) UNLESSOTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT.GRADING NOTES1.ALL SIDEWALKS/WALKWAYS SHALL CONFORM TO THE MASSACHUSETTSARCHITECTURAL ACCESS BOARD'S (AAB) REQUIREMENTS. TYPICALSIDEWALK/WALKWAY CROSS-SLOPE IS 1.0% MINIMUM, 2.0% MAXIMUM.MAXIMUM SLOPE IN ANY DIRECTION SHALL BE 5.0%. SLOPES SHALL NOTEXCEED 2% ACROSS ANY ACCESSIBLE PARKING SPACE OR ADJACENTAISLES.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TOTHE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OFNORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OFTRANSPORTATION.3.ALL DIMENSIONS, ELEVATIONS AND LAYOUT SHALL BE VERIFIED IN THEFIELD BY THE CONTRACTOR PRIOR TO BEGINNING WORK.4.ALL NEW OR ADJUSTED MANHOLES, GAS GATES, WATER GATES ANDWATER SERVICES TO BE FLUSH WITH FINISHED GRADE. ALL NEW ORADJUSTED CATCH BASIN RIMS SHALL BE SET 1/2" BELOW FINISHEDGRADE.5.NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.PLANTING NOTES1.ALL NURSERY STOCK SHALL COMPLY WITH THE LATEST STANDARDS OFTHE AMERICAN NURSERY & LANDSCAPE ASSOCIATION WITH REGARD TOGRADING AND QUALITY.2.ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED,EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IFAPPROVED BY THE LANDSCAPE ARCHITECT.3.ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOODHORTICULTURAL PRACTICES AND SHALL BE GROWN UNDER CLIMATICCONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALITY FOR AT LEASTTWO YEARS.4.BALLED AND BURLAPPED PLANTS (B&B) SHALL BE MOVED WITH THEROOT SYSTEM AS SOLID UNITS; ROOT BALLS SHALL BE FIRMLY WRAPPEDWITH BURLAP. CONTAINER GROWN PLANTS SHALL NOT BE REMOVEDFROM CONTAINER PRIOR TO THE TIME OF INSTALLATION; ROOT SYSTEMSHALL BE FIRMLY SET IN CONTAINER.5.PLANTING SOIL MIX SHALL CONSIST OF SEVEN (7) PARTS LOAM AND ONE(1) PART PEAT MOSS BY VOLUME, WITH A PH VALUE OF 5.0 TO 6.0.6.ALL TREES AND SHURBS TO RECEIVE TWO (2) FERTILIZER PACKETS ASSHOWN IN DETAILS.7.PLANTING BEDS TO RECEIVE 4" DEPTH OF BARK MULCH.8.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL GROWINGSEASON (ONE YEAR) AFTER INSTALLATION.9. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR UNEXPECTEDLYDEFOLIATES PRIOR TO ACCEPTANCE OF WORK SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THESAME SPECIES, QUALITY, SIZE AND MEETING ALL PLANTINGSPECIFICATIONS.10.PLANTING LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.11.ALL DISTURBED AREAS NOT PLANTINGS OR MULCH SHALL BE LOAM ANDSEED MIX.LOAM AND SEED ALLDISTURBED AREAS, TYP.L3.103NEW STEEL PAVILIONSTRUCTURE8' x 20' "BEAVER FIT"CONTAINERSHADE SAIL STRUCTURESALL TREES TO REMAINAND BE PROTECTEDTHROUGHOUTCONSTRUCTION, UNLESSOTHERWISE NOTEDL303RE-GRADE AND PAVEEXISTING BITUMINOUSCONCRETE PATHL305REMOVE AND DISPOSE OF TREES AND STUMPS,TYP.; ALL REMOVED TREES OVER 20"+ DBH TO BEREPLACED WITH NEWLY PLANTED TREES, TYP.LOAM AND SEED ALLDISTURBED AREAS, TYP.L3.103ALL TREES TO REMAIN ANDBE PROTECTEDTHROUGHOUTCONSTRUCTION, UNLESSOTHERWISE NOTEDL305TURF PLAY AREACHAIN LINK FENCE, TYP.L307SHADE SAIL STRUCTUREL4016COLORED CONCRETE PAVINGL304PLAY AREA ANDEQUIPMENT TO BERELOCATED FOLLOWINGASTM STANDARDS;LOCATIONS TO BEDETERMINED. FENCING,SURFACING, AND EDGINGMAY NEED TO BEREPLACED TO EXPANDPLAY AREANEW CHAIN LINK FENCEWITH GATE AND WOODEDGING TO TIE INTOEXISTING. ALL PLAY AREAMATERIALS (WOODEDGED, SURFACING,FENCING, ETC) TO THENORTH OF THIS NEWFENCE LINE TO BEREMOVED AND REUSED IFPOSSIBLE, DISPOSED OF IFNOT3 ARZONING TABLELOT SIZEFRONTAGEDEPTHFRONT SETBACKSIDE SETBACKREAR SETBACKMAX BUILDING HEIGHT% OPEN SPACE# PARKING SPACESPER ZONING URBEXISTING MIN: 3750 SFMIN: 50'MIN:75 'MIN: 10'MIN: 15'MIN: 20'MAX: 35'MIN: 40%MIN: 105182,773 SF555'245' TO 414'18'-10"45'10'-4"35'44%107 SpacesPROPOSED182,773 SF555'245' TO 414'18'-10"45'10'-4"35'41% (5024 SF COVER AT AIRNASIUMS)107 SpacesWHERE A LOT IS LOCATED IN MORE THAN ONE ZONING DISTRICT ORMUNICIPALITY, THE FOLLOWING DIMENSIONAL AND DENSITYREGULATIONS SHALL APPLY:A. FRONTAGE. THE FRONTAGE REQUIREMENT FOR THE DISTRICT ORMUNICIPALITY IN WHICH A MAJORITY OF THE FRONTAGE IS LOCATEDSHALL APPLY. IF THE LOT HAS EQUAL FRONTAGE IN ALL DISTRICTS ORMUNICIPALITIES, THEN THE MOST RESTRICTIVE SHALL APPLY.B. LOT AREA. THE LOT AREA REQUIREMENT FOR THE DISTRICT ORMUNICIPALITY IN WHICH A MAJORITY OF THE LOT AREA IS LOCATEDSHALL APPLY. IF THE LOT HAS EQUAL AREA IN ALL DISTRICTS ORMUNICIPALITIES, THEN THE MOST RESTRICTIVE SHALL APPLY.C. ALL OTHER DIMENSIONAL AND DENSITY REGULATIONS. THOSEDIMENSIONAL AND DENSITY REGULATIONS REQUIRED IN A PARTICULARDISTRICT OR MUNICIPALITY SHALL APPLY TO THAT PORTION OF THE LOT,OR STRUCTURE, LOCATED IN SAID DISTRICT.PER ZONING URAMIN: 5000 SFMIN: 50'MIN:75 'MIN: 20'MIN: 15'MIN: 20'MAX: 35'MIN: 40%N/A4 MSBITUMINOUS CONCRETEPAVING TO TIE INTOEXISTINGL305L307L306OPEN SPACE: THE SPACE ON A LOT UNOCCUPIED BY BUILDINGS ORSTRUCTURES, UNOBSTRUCTED TO THE SKY BY MAN-MADE OBJECTSOTHER THAN WALKS, SWIMMING POOLS, AND TERRACED AREAS,NOT DEVOTED TO STREETS, DRIVEWAYS, OFF-STREET PARKING ORLOADING SPACES AND EXPRESSED AS A PERCENTAGE OF TOTAL LOTAREA.*REAR SETBACK DIMENSIONS ARE PRE-EXISTING AND NO CHANGE IS PROPOSEDREMOVE CHAIN LINK FENCE& BASKETBALL GOAL POSTS.COURT TO BE RESURFACED &MARKED AS MULTI-USE COURT.L3.105L3.106L3.104L3.1031 PA18 MP5 PAPLANT LISTKEYQTYLATINCOMMONSIZEARAcer rubrum 'October Glory'Red Maple 'October Glory'33" cal.43" cal.Specimen TreesMSMalus 'Spring Snow'Crabbapple (fruitless)3" cal.PAPlatanus x acerifoliaLondon Planetree624"-36" MPMyrica pennsylvanicaBayberry181"=30'JASSCALE 1"=30'-0" (if printed full size @ 24" x 36")060'30'15'90'September 23, 2022SITE PLAN REVIEW SUBMISSION - 9/23/22NOVEMBER 10, 2022 Zoning District-URAZoning District-URBZoning District-URAZoning District-URB10410510610710875'2.8'TYP.2.8'TYP.102103102.00101.00FLUSH101.50101.50DDDDDDDDDDDDDDDD102.00EXISTING75'30'101 102 TC 101.50BC 101.0025'40'4'9.5'±Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Do not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.© Copyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.F:\YMCA HAMPSHIRE 2021\DESIGN PROCESS\04-DRAWINGS\L2-SITE PLAN-YMCA.DWG PLOT DATE: 11/8/2022 Northampton YMCASite ImprovementsWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Landscape ArchitectureCivil EngineeringPlanningBerkshireGroupDesignLand Surveying286 Prospect StreetHAMPSHIRE REGIONALNorthampton, Massachusetts 01060JSSITE PLANENLARGEMENTL2.51"=10'JASSCALE 1"=10'-0" (if printed full size @ 24" x 36")020'10'5'30'November 10, 2022NEW YARD DRAINR=101.50RECONNECT TOEX. DMH8' x 20' "BEAVER FIT"CONTAINERNEW WALKCONNECTIONRESTRIPE ADA SPACES.INSTALL CURB RAMP.RETAIN EXISTINGWALK CONNECTIONLOAM& SEEDLOAM& SEEDLOAM& SEEDLOAM& SEEDNEW DMHR=107REROUTEDRAIN LINENEW DMHR=101.25LOAM& SEEDNEW YARD DRAINR=100.50 ALL PRUNING BY QUALIFIED ARBORIST TO ANSI A300. INSTALL FENCING AT THE TREE DRIP LINE PRIOR TO SITE WORK AND REMOVE ON COMPLETION. FOR NEW UTILITIES: TRENCHING BY HIGH-PRESSURE WATER ON ONE SIDE OF TREE ONLY. ROOTS REMAIN INTACT. 10' 4' MIN.6" DRIPLINE FOR NEW UTILITIES: NO TRENCHING ZONE - BORING & DRILLING ONLY. NOTE: VERIFY STATUS OF ALL TREES WITH LANDSCAPE ARCHITECT PRE-CONSTRUCTION. LOCATE FENCE TO GROUP TREES AS DIRECTED BY LANDSCAPE ARCHITECT TIE ORANGE PLASTIC TAPE FROM LOWEST OVERHANGING BRANCHES PROTECT ROOT SYSTEM FROM DAMAGE, COMPACTION, CONTAMINATION, FILL & EXCAVATION NOTE: IF PAVEMENT OR FOUNDATION EXIST, FENCE MAY BE LOCATED INSIDE DRIP LINE AT EDGE OF PAVEMENT. HEIGHT OF TREE SECTION ORGANIC MULCH WATER TREE INSIDE FENCE FOR NEW UTILITIES:TRENCHING BY MACHINE AND HAND-DIGGING AT LEAST 6" WIDE TO CLEANLY TRIM ROOTS. MAX. TWO SIDES OF THE TREE.10' NO TRENCHING ZONE6" TREE PROTECTION FENCING TREE PROTECTION FENCINGTREE PROTECTION FENCING DRIP LINE DRIP LINEINSTALL FENCING AT THE TREE DRIP LINE PRIOR TO SITE WORK AND REMOVE ON COMPLETION. METAL "T" BAR STAKES WITH ORANGE PLASTIC SAFETY MESH. FOR NEW UTILITIES:TRENCHING BY HIGH-PRESSURE WATER ON ONE SIDE OF TREE ONLY. ROOTS REMAIN INTACT. FOR NEW UTILITIES:TRENCHING BY MACHINE AND HAND-DIGGING AT LEAST 6" TO CLEANLY TRIM ROOTS. MAX. TWO SIDES OF TREE. FOR NEW UTILITIES: NO TRENCHING ZONE - BORING & DRILLING ONLY.TREE PROTECTION FENCINGPLAN DRIP LINE6''x12" CONTINUOUS TRENCH FILLED WITH FLOW FILTER FABRIC STAPLED 2" X 2" HARDWOOD STAKE, 8' 0.C.± TO POSTS, BURY END OF FABRIC UNDER STONE 2" x 2" HARDWOOD STAKE, 8'-0'' O.C.± UNDISTURBED GROUND FINISH GRADE OR 1-1/2" CRUSHED STONE NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 12"± STAKE EVERY 10'± WATER FLOW AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED FILTREXX SILT SOCK 12-18" TYP. 2"x2" WOODEN STAKE FILTREXX COMPOST SILTSOXX FILTREXX SILTSOXX PLAN VIEW FILTREXX SILTSOXX SECTION 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS 3. SILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED LARGER SOCKS PER THE LANDSCAPE ARCHITECT. BY THE LANDSCAPE ARCHITECT. SCALE: SEDIMENTATION FENCE01NTS SCALE: FILTER SOXX02NTS 3/4"SCALE: TREE PROTECTION03NTS CONCRETE FOOTING, 3000 PSI (TYP.) 12'' FOR LINE, 18'' FOR END/CORNER POST UNDISTURBED OR COMPACTED SUBGRADE 12'' LINE POST 2-1/2'' O.D. (TYP.) SEE SPECS TOP & BOTTOM RAIL 1-5/8'' O.D. SEE SPECS ALL POSTS EQUIDISTANT UNLESS OTHERWISE NOTED 8'-0'' MAX. SPACING FASTENERS - 1/2" 9 GA. AT 12" O.C. TOP & BOTTOM RAILS TO ATTACH MESH TERMINAL POST 3'' O.D. (TYP.) SEE SPECS 6 GA., SEE SPECS TENSION BAR CRUSHED STONE MOW STRIP 2''6''NOTES: 1. ALL POSTS, MESH AND FASTENERS TO BE BLACK "PERMAFUSED" OR APPROVED EQUAL. 2. 1-5/8'' TRUSS BRACE & 5/8'' DIA. TRUSS ROD TO BE INSTALLED BETWEEN END POSTS AND EACH ADJACENT LINE POST.2''18'' CORNER/END POSTLINE POST 12" O.C. TERMINAL & LINE POSTS FASTENERS - 1/2" 9 GA. AT TO ATTACH MESH 3. FENCING AROUND MECHANICAL UNITS AND DUMPSTERS CONCRETE FOOTING 3,000 PSI (TYP.) 1-5/8'' O.D. TRUSS BRACE SEE SPECIFICATIONS 4'-0'' O.C. FINISHED GRADE CHAIN LINK GATE LOCK KIT WITH KEY FAB SYSTEM GALVANIZED CORNER FITTINGS ALL CORNERS GALVANIZED GATE FRAME 2'' O.D. TUBING ALL 4 SIDES OF GATE FRAME 3'' O.D., SEE SPECIFICATIONS TENSION BAR BOTH SIDES, SEE SPECIFICATIONS UNDISTURBED OR COMPACTED SUBGRADE 1'-6''6''3'-6'' MIN. 5'-0''6''2''1'-6'' ALL GATE MATERIALS SHALL BE THE SAME AS THOSE FOR CHAIN LINK FENCE NOTES: SELF CLOSING HINGE TO ATTACH MESH TO RAILS AND STEEL TIES 1.2 OZ GALV. (9GA) LINE POSTS, STARTING 6" FROM SELVAGED EDGE, TYP. SCALE: CHAIN LINK GATE06NTS SCALE: CHAIN LINK FENCE07NTS UNDISTURBED OR COMPACTED SUBGRADE 4000 PSI CONCRETE WITH 6''x6''x10/10 WELDED WIRE MESH2"8"3/8'' PREMOLDED POLYETHYLENE FILLER JOINT SEALANT & RETAINER RING 1. CONCRETE SHALL BE PROTECTED (COVERED) FOR THREE DAYS. 2. THE SITE SHALL BE CLEANED AND GRADED AFTER THE FORMS ARE STRIPPED. NOTES: MPDW M1.03.0 TYPE C GRAVEL BASE 5% TO 8% AIR ENTRAINMENT 3. THE SURFACE SHALL HAVE A LIGHT BROOM FINISH PERPENDICULAR TO SCALE: CONCRETE PAVING04NTS2"DIRECTION OF WALK OR PAD WITH 3'' TROWELLED EDGES. SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF CONCRETE JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS 5. UNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION 4. SIDEWALKS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20' (REFER TO PLAN) COMPACTED 95% MIN. DENSITY UNDISTURBED OR COMPACTED SUBGRADE NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD.1-1/2''12''1-1/2''COMPACTED GRAVEL BASE (95% MIN DENSITY) 4" PROCESSED GRAVEL OVER 8" TYPE B MDOT HOT MIX ASPHALT BINDER COURSE MDOT HOT MIX ASPHALT WEARING COURSE GRAVEL BORROW SCALE: BITUMINOUS CONCRETE PAVING05NTS Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc.F:\YMCA HAMPSHIRE 2021\DESIGN PROCESS\04-DRAWINGS\L3-DETAILS-YMCA.DWG PLOT DATE: 11/9/2022Northampton YMCA Site Improvements Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying 286 Prospect Street HAMPSHIRE REGIONAL Northampton, Massachusetts 01060 JS SITE DETAILS L3AS NOTED 5'-0'' PROTECT BRANCHES FROM DAMAGE PLANT TRUNK PLUMB REMOVE TREE TAG AT SUBSTANTIAL COMPLETION 1 MAX 1 SECTION RADIUS OF ROOTBALL1'4" MIN2" MULCH AROUND TREE - HOLD MULCH AWAY FROM TREE FLARE TEMPORARY SOIL SAUCER FOR WATERING - REMOVE PRIOR TO SURFACE FINISHING PLANTING SOIL ROOT FLARE EVEN WITH FINISH GRADE +1"-0" SCARIFY SUBGRADE REMOVE WIRE BASKET & BURLAP COMPLETELY COMPACTED SUBGRADE PEDESTAL 1' WOODEN TREE STAKES TREE PLANTING NTS036"SCARIFY SUBGRADE LAWN PLANTING SOIL LOAM AND SEED NTS02 L3.1 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc.F:\YMCA HAMPSHIRE 2021\DESIGN PROCESS\04-DRAWINGS\L3-DETAILS-YMCA.DWG PLOT DATE: 11/9/2022Northampton YMCA Site Improvements Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying 286 Prospect Street HAMPSHIRE REGIONAL Northampton, Massachusetts 01060 JS SITE DETAILS AS NOTED SCALE: BeaverFit CONTAINER05NTS SCALE: STEEL PAVILLON06NTSSCALE: SHADE SAILS04NTS SCALE: YARD DRAIN01NTS CRUSHED STONE BED UNDISTURBED SUBGRADE 12'' ADAPTOR AND 24'' ROUND H-20 RATED PVC INLET STRUCTURE 24" ROUND, CAST IRON 12" PERF. PIPE 6"NATIVE BACKFILL, PLACE AND COMPACT IN 12'' LIFTS CATCH BASIN GRATE, OR OUTLETINLET SOLID MANHOLE COVER SEPTEMBER 23, 2022 NOVEMBER 10, 2022