VH-TCB - NORTH COMMONS_construction set-08.17.2020UNIT #22AUNIT #22BUNIT #21UNIT #
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#8UNIT #7UNIT #6UNIT #5BUNIT #5AUNIT #4AUNIT #4BUNIT #3AUNIT #3BApproximate 100' Buffer Zone 020010050300Catchbasin, SquareCatchbasin, RoundMonitoring WellFire HydrantTTelecom ManholeConiferous TreeLight PoleEElectric HandholeElectric BoxEElectric ManholeDeciduous TreeSign, SmallGas ServiceStone PostWater ValveWetland FlagSewer ValveSSewer ManholeCOSewer Clean OutDDrain ManholeTraverse PointBMBenchmarkPost / BollardTelecom Control BoxShrubUtility PoleUManhole, Unknown TypeLegendSpecimen TreeNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MAEXISTING CONDITIONSOVERALLJM/DEJDS17031.011"=100'08/17/2020 L.1CONSTRUCTION
SET
2019Route 661. The Existing Conditions Plan Depicted Hereon Was Obtained By Partial Field SurveysConducted On Multiple Dates Between August 18, 2006 And April 21, 2015 By The BerkshireDesign Group, Inc.2. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. AReasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses OfThe Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist.3. This Plan Was Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 TotalStation Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was UsedHaving Subcentimeter Accuracy.4. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance OfNot More Than 1/10th Of The Plan Scale.5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is TheMassachusetts State Plane Coordinate System (NAD83).6. All elevations are based upon benchmarks provided by the City of Northamptonengineering Department and refer to the North American Vertical Datum of 1988.7. The locations of existing underground utilities are shown in an approximate way onlybased on available data and all utilities may not be shown. Prior to construction,contractor shall call the 'Dig Safe Center' at 811 and have all utilities marked on theground. The contractor shall be responsible for determining the exact location of allexisting utilities before commencing work. The contractor agrees to be fully responsiblefor any and all damages which might be occasioned by his/her failure to exactly locateand preserve any and all utilities.8. This plan is prepared as a site design and is not intended to be used for determinationof property lines. Approximate property lines are shown for coordination purposes. TheContractor shall utilize the services of a Professional Land Surveyor for the determinationof property lines.Existing Conditions NotesVILLAGE HILL COHOUSING(UNDER CONSTRUCTION)NORTHVIEW HOMES(UNDER CONSTRUCTION)MEADOW RUN HOMES(UNDER CONSTRUCTION)NORTH COMMONS SITELOT 13AOLANDER EXTENSION(PROPOSED)Village Hill RoadOlander DriveMoser
S
treet
Moser Street
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1
231204
204
192220215206
225
230
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206208205
20
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206
205211210 211200207199205199204205199203204
200
197203
197204204
204
196206207 UNIT #22AUNIT #22BUNIT #21UNIT #20AUNIT #20BUNIT #19UNIT #18AUNIT #18BUNIT #17AUNIT #17BUNIT #16AUNIT #16BUNIT #15UNIT #14UNIT #12UNIT #11UNIT #10UNIT #2UNIT #9UNIT #8UNIT #7UNIT #6UNIT #5BUNIT #5AUNIT #4AUNIT #4BUNIT #3AUNIT #3B18"30"30"30"SS S S
100' BufferBordering Vegetated Wetlands100' BufferBordering Vegetated Wetlands200'
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Approximate 100-Year Flood LineLot 13-ATECTECTECTECTE
CTECTECTECTECTECSSSSTECTEC
GGGGGGGGGGG2"S222.3'8" PVC222.0'222.0'SMHRim: 231.89'SMHRim: 229.58'219.7'219.6'GWEWWWWWWW8" PVC
8" C
LD
I
SSWWWGGG8" CLDI2"10" PVCSMHRim: 230.45'220.1'220.1'Ford
Cross
ing
Olander Drive231
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222224
218217219216231227226228221223222224216219217218211212213214206207208209201202203204196197198199193194192193191198199201
203
204
202203202201204207206208209228227229226222223221224216219217218214211212213226229227228224221222223216212213214211209208207206201
202
203
204
199199197198
196230230230225220215210205200 230230230235 230235240235235230
230225220215225220
230225
220215210210
205205200225 220215210205200195190185180175170165160155150145200195190200205210215220225230190185175180185190195205210220215 210 205215210
206207208209211212201202204203209208207206212211213210205200195210205215200
200
210
200
200
200
200
200
200
190
192
194
196
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19
8
196
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190
190
190
200
192
192 1902001401501601701802
0
2
204
202
204
206
200
198
188
194
190
190
200
192
194
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198
2
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2S8" PVC
8" D.I.
15" HDPE
18" HDPETBM = TOP OF BOUNDELEV. 231.22IMPROVEMENTS SHOWN HAVERECENTLY BEEN OR ARE CURRENTLYUNDER CONSTRUCTION. EXISTINGCONDITIONS MAY VARY DEPENDINGON THE START DATE OF THIS PROJECT.CONTRACTOR SHALL VERIFYCONDITIONS IN THE FIELD PRIOR TOTHE START OF CONSTRUCTION.SEE EXISTING CONDITION NOTE 9.REMOVE TREES & STUMPS(CROSS-HATCHED)PROTECT SPECIMEN TREES(SHADED) TO REMAINVERIFY IN FIELD WITH L.A.SEE DETAIL 3/L.11PROTECT SPECIMEN TREES(SHADED) TO REMAINVERIFY IN FIELD WITH L.A.SEE DETAIL 3/L.11REMOVE REMAINING TREES &STUMPS. (CROSS-HATCHED)VERIFY IN FIELD.REMOVE & STOCKPILE BOULDERSFOR REUSE AS LANDSCAPE ELEMENTS.FINAL LOCATIONS TBD. CONTRACTORTO ASSUME RELOCATION OF 20BOULDERS. FINAL OLANDER EXT.TRAIL IMPROVEMENTS BYOTHERS. VERIFY IN FIELD.PROTECT TREES TO REMAIN.VERIFY IN FIELD WITH L.A.SEE PLAN L.11PROTECT TREES TO REMAIN.SEE PLAN L.11SSSSSSSSSSSCOHOUSING PROJECTCURRENTLY UNDERCONSTRUCTIONCOHOUSING PROJECTCURRENTLY UNDERCONSTRUCTIONLIMIT OF OLANDEREXTENSION & SIDEWALKS.CONFIRM IN FIELD.SEE EX. COND. NOTE 9EXISTING UTILITY STUBLOCATIONS, TYP.CONFIRM IN FIELD.NORTHVIEW PROJECTCURRENTLY UNDERCONSTRUCTIONLIMIT OF EX. RETAININGWALL, CURBING, &GUARDRAIL. CONFIRMIN FIELD.PROTECT NEWSTREET TREESMEADOW RUN PRO
JECTCURRENTLY UNDERCONSTRUCT
ION
Catchbasin, SquareCatchbasin, RoundMonitoring WellFire HydrantTTelecom ManholeConiferous TreeLight PoleEElectric HandholeElectric BoxEElectric ManholeDeciduous TreeSign, SmallGas ServiceStone PostWater ValveWetland FlagSewer ValveSSewer ManholeCOSewer Clean OutDDrain ManholeTraverse PointBMBenchmarkPost / BollardTelecom Control BoxShrubUtility PoleUManhole, Unknown TypeLegendSpecimen Tree01005025150VH-8Test Pit LocationSoil Boring LocationNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MADEMOLITION PLANJM/DEJDS17031.011"=50'08/17/2020 L.2CONSTRUCTION
SET
20191. The Existing Conditions Plan Depicted Hereon Was Obtained By Partial Field SurveysConducted On Multiple Dates Between August 18, 2006 And April 21, 2015 By The BerkshireDesign Group, Inc.2. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. AReasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses OfThe Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist.3. This Plan Was Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 TotalStation Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was UsedHaving Subcentimeter Accuracy.4. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance OfNot More Than 1/10th Of The Plan Scale.5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is TheMassachusetts State Plane Coordinate System (NAD83).6. All elevations are based upon benchmarks provided by the City of Northamptonengineering Department and refer to the North American Vertical Datum of 1988.7. The locations of existing underground utilities are shown in an approximate way onlybased on available data and all utilities may not be shown. Prior to construction,contractor shall call the 'Dig Safe Center' at 811 and have all utilities marked on theground. The contractor shall be responsible for determining the exact location of allexisting utilities before commencing work. The contractor agrees to be fully responsiblefor any and all damages which might be occasioned by his/her failure to exactly locateand preserve any and all utilities.8. This plan is prepared as a site design and is not intended to be used for determinationof property lines. Approximate property lines are shown for coordination purposes. TheContractor shall utilize the services of a Professional Land Surveyor for the determinationof property lines.9. Work for the extension of Olander Drive within Lot 13a is proposed to be constructedin spring/summer 2020. the proposed work is shown as an existing condition in this planset, and should be treated as such for bidding purposes. The exact extent of this work issubject to change. If the Contractor's scope of work changes substantially from the scopeshown here, the contract price will be changed accordingly.Existing Conditions NotesThis project requires coverage under the EPA NPDES General Permitfor Stormwater Discharges from Construction Activities. Contractorand Owner are responsible for finalizing a Stormwater PollutionPrevention Plan (SWPPP) and filing for the NDPES permit prior to thestart of construction. All work shall conform to the requirements ofthe Permit for this project. All clearing, grading, drainage,construction, and development shall be conducted in strictaccordance with the SWPPP.NPDES Permit1. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify allitems to be demolished or salvaged with the Landscape Architect prior to beginningwork.2. Care shall be taken not to damage any items designated to remain; repair orreplacement of damaged items designated to remain shall be at the Contractors'expense.3. Disposal of property designated to be removed shall be at the direction of theLandscape Architect or Owner, and shall conform to all applicable laws and regulations.All salvagable material shall be delivered by the Contractor to storage areas designatedby the Landscape Architect. Contractor shall remove all existing unsuitable materialsfrom the site.4. The Contractor shall protect existing trees to remain as designated on the plans andin accordance with the Northampton Tree Protection Guidelines.5. All topsoil shall be stripped from grass areas to be removed and stockpiled in adesignated area. The Contractor is responsible for all topsoil testing and amendments asneeded to meet the specifications.6. The Contractor may use temporary fencing to control the site during construction.Prior to the finalization of the project, the Contractor shall remove all temporaryfencing and barricades.7. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a resultof demolition and construction, it shall be the responsibility of the party incurring thedamage to obtain the services of a professional land surveyor to replace and reset saidmonument.8. Erosion control shall be provided and installed according to the requirements shownon sheet L.11 and as per the NPDES Permit.9. Prior to the start of any demolition work, the contractor shall arrange an inspectionof all tree protection measures with the City Tree Warden. Stakeout of building cornersshall be in place at the time of inspection.Demolition NotesThis project is surrounded by projects that have beenrecently constructed or are currently underconstruction including the Cohousing project andOlander Extension to the east, Meadow Runsingle-family homes to the south, and the Northviewhomes to the west. Prior to the start of construction,the contractor shall thoroughly understand the existingsite conditions at the beginning of the project. Somecoordination between site contractors and overlap ofwork is anticipated and should be expected.GENERAL NOTE:
UNIT #22AUNIT #22BUNIT #21UNIT #20AUNIT #20BUNIT #19UNIT #18AFord Cross
ing NEW 10' WIDE GRAVEL PATHN.I.C.CONCRETE BLOCKRETAINING WALL, TYP.SEE DETAIL 6/L.7CONCRETE STAIRS & SIDEWALKSEE DETAIL 3/L.6 & 1/L.7DUMPSTER ENCLOSURESEE DETAIL 1/L.94' WIDE GRAVEL PATHSEE DETAIL 10/L.6CONFIRM ALIGNMENTIN FIELD WITH L.A.INSTALL BITUMINOUS CONCRETEPAVING WEARING COURSE ONLY.SEE DETAIL 1/L.6CONCRETE PAVER PATIO &STONE SEATWALLSEE DETAILS 4/L.6 & 3/L.7BITUMINOUS CONCRETESIDEWALKSEE DETAIL 2/L.6WOOD FRAMED SHELTER - SEE DETAIL 3/L.9PROVIDE 17' X 29' GRAVEL SURFACING WITHSTEEL EDGING UNDER SHELTER.SEE GRAVEL PATH DETAIL 10/L.64' WIDE GRAVEL PATHSEE DETAIL 10/L.6CONFIRM ALIGNMENTIN FIELD WITH L.A.PLANTED BUFFERSEE SHEET L.5PLAYGROUND EQUIPMENTSEE DETAIL SHEET L.10 POURED-IN-PLACE SURFACING ON SLOPE,ROLLER SLIDE & GRASS PLAY HILLSEE DETAILS 5/L.9 & 7/L.10LOAM & SEEDRAIN GARDENSEE DETAIL 6/L.8SHARED ROADWAY(N.I.C.)GRANITE CURBSEE DETAIL 5/L.6POLE LIGHT,N.I.C.GROUND SIGNSEE DETAIL 6/L.9COVERED BIKE STORAGESEE DETAIL 2/L.9INFORMAL FOOTPATH TRAILCONNECTION. PROVIDE 3' WIDEWOOD CHIP SURFACE (3" DEPTH)WOOD PICNIC TABLESPROVIDED BY OWNER.WOOD FIBER SURFACINGSEE DETAIL 4/L.9ACCESSIBLE PARKING SYMBOLS (4),STRIPING & SIGNAGE (4)WOOD GUARDRAIL.SEE DETAIL 2/L.7CONCRETE SIDEWALKSEE DETAIL 3/L.6POLE LIGHT, TYP. OF 5SEE DETAIL 4/L.7LOAM & SEED18'24'18'24'27'8'8'8'8'8'8'18'24'9' TYP.24'R39'R38'R146'R30'28'12'24'28'21'11'5'32'38'5'27'15'68'10'R15'R27'6'8'16.5'80'58'6'6.5'CONCRETE TRANSFORMER PADCONFIRM LOCATION & DETAILS W/ELEC. COMPANYEND BIT. CONC. PATH.START GRAVEL PATH.26'8'5'4'4'83'10'4' WIDE GRAVEL PATHSEE DETAIL 10/L.6GRANITE CURB(N.I.C.)SPECIMEN TREE TO BEPROTECTED & REMAIN, TYP.SEE DETAIL 3/L.11TREE GRATES (2)SEE DETAIL 8/L.715'LIMIT OF SHAREDROADWAYGRANITE CURB. N.I.C.CONCRETE SIDEWALK.N.I.C.19'10'WOOD GUARD RAILN.I.C.15'R59'41'9.5'21'17'STEEL BENCHES (2),TYP. OF 6SEE DETAIL 10/L.7(5) BIKE RACKS. SEE DETAIL 11/L.7STEEL BENCH,TYP. OF 6SEE DETAIL 10/L.74' WIDE GRAVEL PATHSEE DETAIL 10/L.6CONFIRM ALIGNMENTIN FIELD WITH L.A.ACCESSIBLE CURB CUT, TYP. SEE DETAIL 7/L.620'12'5'R8'4'6'18'10'4" WHITE PAVEMENT MARKINGS.TYPICAL4"WHITE PAVEMENTMARKINGS.TYPICALRAIN GARDENSEE DETAIL 6/L.84"WHITE PAVEMENTCROSS-HATCHCONCRETE BLOCK RETAINING WALL.SEE DETAIL 6/L.7CONC. DOOR PADPINNED TO BLDG9'PROVIDE 6' GAP IN FENCEAND GUARDRAIL TO ATGRADE TRAIL CONNECTIONEND OF PAVED PATH4' CURB OPENING.TYPICAL5'3'BOLLARD LIGHT, TYP. OF 3SEE SPECIFICATIONS4' CURB OPENING.N.I.C.INSTALL BITUMINOUS CONCRETEPAVING WEARING COURSE ONLY.START NEWGRANITE CURBCONCRETE WALKRAISED CROSSWALKSEE DETAIL 8/L.6START NEWCONCRETE WALKCONCRETE SIDEWALKSEE DETAIL 3/L.6START NEWCONCRETE WALKR5' TYP.R5' TYP.R12'3'WOOD GUARDRAIL.SEE DETAIL 2/L.76'CONCRETE WALK& ACCESSIBLE CURB CUTSEE DETAILS 3/L.6 & 7/L.628'PICNIC TABLESBY OTHERSRETAINING WALL TO BE EXTENDEDFROM TERMINUS FOLLOWINGOLANDER EXTENSION PROJECT.WALL PRODUCT TO MATCH.CONFIRM IN FIELD PRIOR TO THESTART OF CONSTRUCTION.6" CONCRETE PAD(12' x 24'), SEE DETAIL3/L.6SPECIMEN TREE TOBE PROTECTED &REMAIN, TYP.SEE DETAIL 1/L.11POLE LIGHT,TYP. OF 5SEE DETAIL 4/L.722' TYP.8'12'SHELTER FOR ELEC.METERS. SEE ARCHDWGS.ALTERNATE: REPLACE GRANITECURB WITH PRECAST CURB.BEGIN PRECAST HEREALL OTHER CURBING TO BE PRECAST.G
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GCPCSTEEL BENCH,TYP. OF 6SEE DETAIL 10/L.7R11'GRAVEL ENTRY AREA1. Do not scale drawings for quantity take-offs or construction. Use written dimensions only.If dimensions are incomplete, contact The Berkshire Design Group, Inc. for clarification.2. All lines or points are perpendicular or parallel to lines from which they are measured unlessotherwise noted.3. The Contractor shall verify all the extent of site conditions including layout, dimensions,grades, and inverts prior to construction; report any and all discrepancies to the LandscapeArchitect. All discrepancies shall be resolved in writing prior to beginning work.4. All areas disturbed from construction activity to be raked, smoothed, fertilized and seededwith perennial turf grass unless otherwise noted.5. All new walks and surfaces to meet existing walks and surfaces with smooth, continuous lineand grade.6. The Contractor shall not install concrete during adverse weather conditions (rain, sleet, etc.)unless otherwise directed by the Landscape Architect.7. Roadway and parking lot layout shall be done by a registered surveyor and shall not bebased on any property line offsets shown on the plan.Layout NotesNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MASITE PLANJDS/CCJDS17031.011"=30'08/17/2020 L.3CONSTRUCTION
SET
2019SEE TRAIL CONTINUATIONTHIS SHEETTrail Continuation060301590
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231220215
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:
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:
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212213229.10TC 228.80BC 228.30TOW 229.5BOW 224.0+ 230.00LP 227.75TC 228.75BC 228.25BC 227.25TC 227.75227.25TOW 229.5BOW 228.0229.00230.00 +TC 228.65BC 228.15TC 228.50BC 228.00226.00217.75±220.60229216.90±231.25230.00239.00229.25SSEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTEEEEETC 228.90BC 228.40DDDDDDDDDDDDDD229224
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8" D.I.12" HDPE @1.0%8" PVC @0.5%8" D.I.12" HDPE @1.0%15" HDPE
18" HDPEHYDRANT, SEE DET6" PVC @1.1%229.50 +228.50+228.50+220.75223.50229.25229.00226.00TOW 229.5BOW 224.0223.25218.10217.85230.40228.60DDDSSSSSSSSSSSSDDDDDDDWWWW TC 229.50HP+BW 229.10229.30WWWWWWWWWW226.00TOW 229.5BOW 223.0TC 228.00BC 227.50BC 227.85TC 228.35228229.25HP6" DI8" DI8" DI(2)-4" ELECTRICAL DUCT BANK.COORD. WITH ELECTRIC COMPANY(2)-4" TEL/DATA CONDUIT.COORD. WITH UTILITY COMPANYSANITARY MANHOLE (N.I.C.)RIM 230.07INV 221.37SANITARY MANHOLE (N.I.C.)RIM 229.9INV 223.25CURB OPENINGSEE DETAIL 5/L.6CURB OPENINGSSEE DETAIL 5/L.6CURB OPENING,N.I.C.DRAIN MANHOLE (N.I.C.)R=230.25INV(W) 223.00INV(NW) 220.90INV (S) 223.00INV (OUT) 220.77CURBOPENINGDRAIN MANHOLE (N.I.C.)RIM 228.9INV(W) 225.00INV(SW) 225.00INV(OUT) 224.90INLET DI#1R=227.00I=224.00INLET DI#2R=226.35I=223.10INLET DI#3R=227.50I=222.40DRAIN INLET DI#4RIM 228.25INV (N) 225.75INV (W) 225.75INV (OUT) 225.656" PERFORATED HDPE PIPE, LAID FLAT.SEE RAIN GARDEN DETAIL 6/L.8DRAIN OUTLETSINV 227.756" PVC @1.0% (MIN.)RAISED CROSSWALKCATCH BASIN (N.I.C.)RIM 228.65INV 225.65CATCH BASIN (N.I.C.)RIM 228.65INV 225.65DS CONN.INV 227.60SHARED ROAD SEGMENT.KEEP FREE & CLEAR.EXISTING DRAIN LINETBM = TOP OF BOUNDELEV. 231.22INTERIOR ROOF DRAININV 228.50DS CONNECTIONINV 228.50SAN. INV 225.506" PVC@1.0%INLET DI #6R=228.75INV=225.05INLET DI#5R=228.75I=226.256" PVC@2.0%SEE DETAIL INSETTHIS SHEETLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKDRAIN INV 226.858" SEWER STUB SERVICE.N.I.C.12" HDPE @1.0%6" SANINV 223.7612" DRAININV 224.906" PVC @ 2.0%18" NYLOPLAST MH (N.I.C.)INV IN=224.65INV OUT=223.65NEW ELECTRIC & COMMSERVICE LINES AS PERUTILITY CO. REQUIREMENTSSTONE DRIP STRIP.SEE DETAIL 9/L.7CONTOURS SHOWN REPRESENT FINALELEVATIONS FOLLOWING OLANDEREXTENSION PROJECT.CONFIRM IN FIELD.UTIL. STUBSBY OTHERS.TYP.NEW ELECTRICALTRANSFORMER.COORD. W/ ELEC. CO.6" PERFORATED HDPE PIPE, LAID FLAT.SEE RAIN GARDEN DETAIL 6/L.8UTIL. STUBSBY OTHERS.TYP.8" DI FIRE SERVICEAND 4" DI DOMESTIC WATER SERVICEWITH CURB STOP SEEDETAIL 7/L.8ITEMS SHOWN AS NOT IN CONTRACT (N.I.C.)ARE PART OF THE OLANDER EXTENSIONPROJECT AND ARE SHOWN FOR REFERENCEAND FINAL PAVING INFORMATION ONLY.CONNECT TO EX.WATER STUBCONTOURS SHOWN REPRESENT FINALELEVATIONS FOLLOWING OLANDER EXTENSIONPROJECT. CONFIRM IN FIELD.SEE EXISTING CONDITION NOTE 9, SHEET L.24" CONDUIT FOR FUTURE GAS (N.I.C.)15" HDPE @1.0%TC 229.43BC 228.93BC 229.11TC 229.61TC 229.27BC 228.77TC 229.39BC 229.89229.40DOWNSPOUTTO DISCHARGETO STONEDRIP STRIPDOWNSPOUT TODISCHARGE TO DRYSTONE SWALEDD232233234236237228227229235230EEEEEEEEEEEEEETTTTTTTTTTTTTT+HP8" PVC
8" D.I.
15" HDPE
229.25229.00230.40WWWWTC 229.43BC 228.93BC 229.11TC 229.61TC 229.27BC 228.77TC 229.39BC 229.89229.40Grading & Utility Notes1. All sidewalks/walkways shall conform to the Massachusetts Architectural Access Board's (AAB)requirements. Typical sidewalk/walkway cross-slope is 1.5%. In no case shall sidewalk/walkwaycross-slope exceed 2.0%. Notify Engineer of any discrepancies.2. All materials and construction methods shall conform to the construction standards andspecifications of the City of Northampton and the Massachusetts Department of Transportation.3. All dimensions, elevations and layout shall be verified in the field by the contractor andapproved by the Landscape Architect prior to beginning work.4. All new or adjusted manholes, gas gates, water gates and water services to be flush withfinished grade.5. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade.6. Refer also to Site Electrical Plan for lighting and elec. manholes.7. Notify the Landscape Architect of any discrepancies prior to construction.8. All water lines shall have a minimum of 5' of cover over the crown of pipe.9. Thrust blocks shall be constructed for all water lines at all angles, bends, branches, plugs andwherever else is necessary to prevent disruption of proper functioning of the line.10. The Contractor shall coordinate a one-day shutdown of water service with Northampton DPWand the adjacent Co-Housing development for installation of proposed ductile iron tee.11. Water main shall cross above sewer main with a minimum of 4' cover. water main shall beinsulated in all locations were cover is less than 5'.12. Contractor shall prepare as-built drawings for the all utility system other than drainageincluding, at a minimum, swing ties to fixed objects for all sanitary manholes, cleanouts, watermain fittings, gate valves, and electrical/ communications structures/manholes/pull boxes. as builtdrawing shall be provided as clean readable mark-ups of design plans.13. A Professional Land Surveyor shall prepare as-built drawings for the drainage systemincluding, at a minimum, swing ties to fixed objects for all drainage structures or changes indirection of storm drains. rim and invert elevations for storm drains at all structures shall becertified by a professional land surveyor. The Contractor's own measurements of invert elevationswill not be accepted.NPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MAGRADING & UTILITY PLANJDS/CCJDS17031.011"=30'08/17/2020 L.4CONSTRUCTION
SET
2019060301590TC 229.42BC 228.92TC 229.42BC 228.92INSETScale 1"=20'PROPOSEDELECTRICAL METERENCLOSURE ONCONCRETE PAD(9' x 13.5')
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0 22920'3 CM 1 JN2 CM3 LT3 CM 2 QR1 CM1 PS2 CM2 PS3 MS3 SV4 SV3 PS1 SV1 UP2 PS2 PC 2 PS3 MG2 PS3 HC2 QR5 PT2 PT3 PT2 PT4 LT2 NS7 PV9 IV2 NS11 PV6 IVSEED RAINGARDENW/ N.E. WETMIX TYP.SEED RAINGARDENW/ N.E. WETMIX TYP.4 IG4 CS3 HC1 MG6 CS26 PV2,250 SF1 PC SEASONALPLANTINGS8 TO3 LSLOAM&SEEDLOAM&SEED54 RA3 BN13 AP16 MP3 BN1 SJ1 JN1 QP1 QP1 MG3 TO1 SJ2 HC2 HC2 QR21 AP3 TO7 CF1 IM9 SS6 EC22
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BY OWNER2 BN8 CF20 RM20 RM6 CFSE SEED MIXREMAINER OF SLOPE TO BELOAMED & SEEDED228SE SEED MIXBELOW1. All nursery stock shall comply with the latest standards of the American Nursery & LandscapeAssociation with regard to grading and quality.2. All plants shall conform to the measurements specified, except that plants larger than thosespecified may be used if approved by the Landscape Architect.3. All plants shall be nursery grown in accordance with good horticultural practices and shall begrown under climatic conditions similar to those in the project locality for at least two years.4. Balled and burlapped plants (B&B) shall be moved with the root system as solid units; rootballs shall be firmly wrapped with burlap. Container grown plants shall not be removed fromcontainer prior to the time of installation; root system shall 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 as shown in details.7. Planting beds to receive 4" depth of bark mulch.8. All plant material shall be guaranteed for one full growing season (one year) afterinstallation.9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance ofwork shall be promptly removed from the site and replaced with material of the same species,quality, size and meeting all planting specifications.10. Planting layout shall be approved by the Landscape Architect prior to installation.Planting NotesPlant ListAPBNCMCSECHCHQCFRIGIMIVJNLTMGMPMSNSPCKeyQty1774115375163933481110610Botanical NameHydrangea quercifoliaCornus florida rubraIlex glabraIlex meserveae 'Blue Girl'Ilex verticillata 'Winter Red'Carya glabraLiriodendron tulipiferaMetasequoia glyptostroboidesMyrica pensylvanicaMagnolia stellataNyssa sylvaticaPinus cembraAesculus parvifloraBetula nigra 'Heritage'Cornus masCornus sanguieaEnkianthus campanulatusHalesia carolinaCommon NameOakleaf HydrangeaPink Flowering DogwoodInkberryBlue Girl HollyWinterberryHickoryTuliptreeDawn RedwoodBayberryStar MagnoliaBlack GumSwiss Stone PineBottlebrush BuckeyeRiver BirchCornelian Cherry DogwoodRed-Twigged DogwoodRedvien EnkianthusSilverbellSize#5 pot2"-2.5" cal.#5 pot4'-5' B&B4'-5' B&B2"-2.5" cal.2.5"-3" cal.8'-10' B&B#7 pot6'-8' B&B2"-2.5" cal.5'-6' B&B#7 pot2.5"-3" cal.1.5"-2" cal.#5 pot4'-5' B&B6'-8' B&BPS PTPVQPQRRARM121244745452Prunus serrulataPinus thunbergianaPanicum virgatum 'Heavy Metal'Quercus palustrisQuercus rubraRhus aromatica 'Gro-Low'Rosa mediland 'Scarlet'Flowering CherryJapanese Black PineSwitch GrassPin OakRed OakFragrant SumacMediland Rose2"-2.5" cal.#10 pot#3 pot2.5"-3" cal.2.5"-3" cal.#3 pot#3 potSSSJSVTO92814Itea virginianaSophora japonicaSyringa vulgaris 'Dappled Dawn'Thuja occidentalis 'Emerald'SweetspireScholar TreeLilacEmerald Arborvitae#3 pot2.5"-3" cal.5'-6' B&B5'-6' B&BUP1Sciadopitys verticillataUmbrella Pine6'-7' B&BLS3Liquidambar styracifluaAmerican Sweetgum2.5"-3" cal.CF21Calycanthus floridusCommon Sweetshrub#3 potNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MAPLANTING PLANJDSJDS17031.011"=30'08/17/2020 L.5CONSTRUCTION
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2019060301590SE SEED MIX - Shortgrass Echinacea Prairie Seed Mix (available from Prairie Moon Nursery)12.18 lbs per acre | 193 Seeds per sq/ftWILDFLOWERSBotanical Name (Common Name)% by wt.Agastache foeniculum (Anise Hyssop)1.03Allium cernuum (Nodding Onion)2.56Asclepias tuberosa (Butterfly Weed)3.08Baptisia alba (White Wild Indigo)1.03Baptisia australis (Blue Wild Indigo)1.03Baptisia sphaerocarpa (Lg Yellow Wild Indigo)1.03Callirhoe involucrata (Purple Poppy Mallow)1.03Coreopsis lanceolata (Lance-leaf Coreopsis)4.10Dalea purpurea (Purple Prairie Clover)3.08Echinacea angustifolia (Narrow-leaved Coneflower)3.59Echinacea pallida (Pale Purple Coneflower)6.16Echinacea paradoxa (Bush's Coneflower)6.89Echinacea purpurea (Purple Coneflower)3.08Eryngium yuccifolium (Rattlesnake Master)2.05Gentiana flavida (Cream Gentian)0.77Liatris ligulistylis (Meadow Blazing Star)1.03Penstemon digitalis (Foxglove Beardtongue)1.03Penstemon hirsutus (Hairy Beardtongue)3.08Rudbeckia fulgida (Orange Coneflower)0.51Rudbeckia hirta (Black-eyed Susan)3.08Ruellia humilis (Wild Petunia)1.03Silene regia (Royal Catchfly)1.03Sisyrinchium angustifolium (Stout Blue-eyed Grass)1.03Solidago speciosa (Showy Goldenrod)0.51Symphyotrichum oblongifolium (Aromatic Aster)1.54Tephrosia virginiana (Goat's Rue)1.03Tradescantia ohiensis (Ohio Spiderwort)3.08Total of WILDFLOWERS58.45 %GRASSES, SEDGES & RUSHESBotanical Name (Common Name)% by wt.Bouteloua curtipendula (Side-oats Grama) PLS16.42Carex brevior (Plains Oval Sedge)5.13Juncus dudleyi (Dudley's Rush)0.51Koeleria macrantha (June Grass) PLS1.03Schyzachyrium scoparium (Little Bluestem) PLS16.42Sporobolus compositus (Rough Dropseed)2.05Totals of GRASSES, SEDGES & RUSHES :41.55 %N.E.WETMIX (available from New England Wetland Nursery)APPLICATION RATE: 1 lb./2500 sq. ft.18 lbs./acreSPECIES: Fox Sedge (Carex vulpinoidea), Lurid Sedge (Carex lurida), Blunt Broom Sedge (Carexscoparia), Blue Vervain (Verbena hastata), Fowl Bluegrass (Poa palustris), Hop Sedge (Carexlupulina), Green Bulrush (Scirpus atrovirens), Creeping Spike Rush (Eleocharis palustris),Fringed Sedge (Carex crinita), Soft Rush (Juncus effusus), Spotted Joe Pye Weed (Eupatoriummaculatum), Rattlesnake Grass (Glyceria canadensis), Swamp aster (Aster puniceus), Blueflag(Iris versicolor), Swamp Milkweed (Asclepias incarnata), Square stemmed Monkey Flower(Mimulus ringens).
UNDISTURBED OR COMPACTEDSUBGRADENOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD.EXTEND GRAVEL 12" BEYOND EDGE OFPAVING WHERE ROAD IS NOT CURBED2-1/2''12''1-1/2''12''MDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXMDOT HOT MIX ASPHALT BINDER COURSEMDOT HOT MIX ASPHALT WEARING COURSEDRY DENSITYBituminous Concrete PavingL.61not to scalePERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGESCONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISHPOLYETHYLENE FILLERSCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALKNOTE:3/8'' PREMOLDED8''4''COMPACTED SUBGRADEUNDISTURBED ORCONCRETE, 4500 P.S.I.4'' FIBER-REINFORCEDJOINT SEALANT & RETAINER RINGJOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGSUNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20'8''6''THICKNESS TO 6" ATINCREASE SIDEWALKDUMPSTER ENCLOSURESECTION AT DUMPSTER ENCLOSUREMDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITYConcrete SidewalkL.63not to scale2''4"DECORATIVE CONCRETE PAVERSSEE SPECIFICATIONSMORTAR BEDCONCRETE BASE, 3000 PSIW/ 6''x6''x10/10 WWF8''COMPACTED SUBGRADEUNDISTURBED ORPOLYETHYLENE FILLER3/8'' PRE-MOLDEDRETAINER RINGJOINT SEALANT ANDMDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITYConcrete Paver PatioL.64not to scaleGranite CurbL.65not to scaleAccessible Curb CutL.67not to scale6''MODT HOT MIX ASPHALT BINDER COURSEGRANITE CURB, TYPE ''VB''MATERIAL VARIES, SEE PLANUNDISTURBED ORCOMPACTED SUBGRADE12'' 6''
MIN.ASMDOT HOT MIX ASPHALT WEARING COURSE6''SPECIFIED6''AS SPECIFIED3000 PSICEMENT CONCRETEMIN.MIN.MDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITY12''1 1/2''MDOT HOT MIX ASPHALT WEARING COURSE8''1 1/2"MDOT HOT MIX ASPHALT BINDER COURSECOMPACTED STONE DUST;APPLY APPROVED HERBICIDEWEED-PREVENTING PERFORATEDPOLYFILM, SEE SPECIFICATIONSUNDISTURBED OR4''8''COMPACTED SUBBASENOTE: SEE PLAN FOR DIMENSIONSSTEEL EDGINGSTEEL STAKE SPACEDPER MANUFACTURER'SRECOMMENDATIONSBOTH SIDESMDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITYBituminous Concrete SidewalkL.62not to scaleFLUSH GRANITECURBPROVIDE MIN. 24"WIDE FLAT AREAAT BOTTOM OF SWALE. (TYP.)4"-8" DIA. NATIVEWASHED STONEPLACED 18" DEEPOVER FILTER FABRIC12"-24" DIA. ROUND BOULDERS FORDISSIPATING WATER FLOWS (3-5 percurb opening). BURY 1/2OF BOULDER DIA. TYP.3:1 SLOPEMAX.ROAD SURFACEFLOW2"-4" DROPFLUSH GRANITECURB18" GRANITE CURBTRANSITION EITHER SIDE.36"CURB INLETSEE PLANFOR WIDTH6'-0''MIN.12:1 MAX.12:1 MAX.SLOPED RAMP SURFACESEE PLAN FOR MATERIALCONTROL JOINTSCURB TRANSITIONCURB-6'' REVEALMAINTAIN 6'' MIN.COMPACTED GRAVEL UNDERCURB TRANSITIONDETECTABLE WARNING STRIP PERADAAG SPECIFICATION6'-0'' MIN.12:1 MAXMIN.6'-0''TYPICALCURB/RAMP TO BE FLUSHWITH ROADWAY24''FINISH GRADE ROADWAY10'BITUMINOUS CONC. TOP COURSEMHD STD. CLASS I, TYPE I-1. TOP WITH4"6'6'SAWCUT TOP COURSE PRIORTO INSTALLATION OF RAMP TAPERSTHERMOPLASTIC LADDER CROSSWALKRaised CrosswalkL.68not to scaleGravel PathL.610not to scale24''TYP.STREET PRINTEDGE OF PAVING90°DURATHERM CROSSWALK12''12''
8'-0''6''TYPICALTYP.12''Thermoplastic CrosswalkL.69not to scaleNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MASITE DETAILSJDS/CCJDS17031.01AS NOTED08/17/2020 L.6CONSTRUCTION
SET
2019MDOT TYPE B GRAVEL BORROWCOMPACTED TO 95% OF MAXDRY DENSITYELEVATIONSECTION6''BITUMINOUS CONCRETE PAVINGAS DETAILEDPRECAST CONCRETE CURBMATERIAL VARIES, SEE PLANSET IN 3000 PSI*UNDISTURBED ORCOMPACTED SUBGRADECONCRETE, TYP12'' 10''
MIN.6''6''6''95% MIN. DENSITYCOMPACTED GRAVEL BASE* PROCEDURE DESCRIBED HEREIN IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/ OR BINDER COURSESARE IN PLACE OTHERWISE CONCRETE WILL BE ELIMINATED AND GRAVEL BROUGHT UP TO BOTTOM OF BASE COURSE.Precast Concrete CurbL.65anot to scale
Stone SeatwallL.73not to scaleCONCRETE FOOTING, 3000 PSI8'' MIN. COMPACTED GRAVEL BASEUNDISTURBED OR COMPACTED SUBGRADE#4 BARS, 12'' O. C.3/4''2% TYP.12''8''8''8''EQ.EQ.2'' I.D. GALV. SLEEVE W/ HIGHDENSITY GROUT6''8''4'-0''1-1/2'' O.D. PIPE RAIL W/ ONE COATPRIMER AND TWO COATS BLACK EPOXY.CONTRACTOR TO SUBMIT SHOP DRAWING.WALK, SEE PLAN FOR MATERIAL6''90° RAD. TYP.#4 BARS, CONTINUOUS26"TYP.8''TYP.12''14''14''TYP.12''CONC. STEPS, 4000 P.S.I.;#4 BAR EACH NOSING, 1'' MIN. COVER;45° CHAMFER EACH NOSING, TYP.WALK, SEE PLANFOR MATERIALCONTRACTOR TO SUBMIT SHOP DRAWING. APPLY ONE COAT PRIMER & TWO COATS BLACK EPOXY.1-1/2'' SQUARE POST W/ 1/2" SPACER. SEE PLAN FOR WIDTHTO POST AND RAILSUPPORT WELDED1-1/2'' WIDE X 1/2'' THICK1-1/2'' DIA.1-1/2" SQ..POSTRAIL34''SECTION4''ROUND ALL JOINTSSMOOTH1/2" DIA. X 12" SMOOTH STEEL DOWELAT 24" O.C. - 6" LUBRICATED END WITH5/8" MIN. EXPANSION CAPStreet LightL.74not to scaleTree PlantingL.75not to scaleConcrete StepsL.71not to scale8'' x 8'' POST3'' x 10'' RAIL8'-0'' O.C.2'' CHAMFER6''2'-6''FINISH GRADE5/8''x7 1/2'' BOLTSCOUNTERSUNKVANDAL PROOFEDNOTES:1. ALL WOOD TO BE PRESSURE TREATED, 2. ALL HARDWARE SHALL BE GALVANIZED3. SET POSTS 3' - 6'' DEEP IN WELL-3'-0"6"6"6"SELECT PINE GRADE 'B' OR BETTERTAMPED GRAVEL BACKFILLWood GuardrailL.72not to scaleLIGHT MOUNTINGPLATE & POLE#6 GROUND WIRE,BOLT TO POLEBOLT PROJECTION3/4"X16" ANCHOR ROD(4 REQUIRED)CADWELD CONNECT#6 GROUND WIRE1" SCHEDULE 40PVC CONDUIT4 - #6 BARS#4 TIES @ 12" O.C.5/8"X8' COPPERWELDGROUND RODNOTES:1. ALL LIGHTING PRODUCTS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 1" CHAMFERSAFETYTAPEBUSHINGCOMPACTED GRAVELCONC. FOOTING, 4000 PSIUNDISTURBED ORCOMPACTED SUBGRADE6"3"#4 TIES @ 12" O.C.3/4"X16" STEEL ANCHOR4 - #6 BARSPLAN18"1"24''24''48"6''2. THE GENERAL CONTRACTOR SHALL PROVIDE A LEVEL BASE FOR THE ELECTRICAL CONTRACTORTO MOUNT THE POLE TO THE BASE. THE ELECTRICAL CONTRACTOR SHALL SHIM THE POLE WITHMETAL WASHERS AS REQUIRED. DOUBLE NUTTING IS NOT ACCEPTABLE IF MORE THAN A 1/8"GROUT LINE IS REQURIED BETWEEN BASE COVER AND CONCRETE BASE.3. ALL LIGHT FIXTURES SHALL BE GlasWerks Flat LED 2 PRAGUE AS MANUFACTURED BY HOLOPHANE LIGHTING,OR APPROVED EQUAL. LIGHTS ARE REQUIRED TO MATCH THE EXISTING LIGHTING ALONG OLANDER DRIVEWITH RESPECT TO STYLE AND HEIGHT.NPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MASITE DETAILSJDS/CCJDS17031.01AS NOTED08/17/2020 L.7CONSTRUCTION
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2019Tree GrateL.78NTSNEW TREE PLANTING PER DETAIL 5/L.7SQUARE TREE GRATE AS SPECIFIED60''1-3/4" x 1-3/4" x 1/4"STEEL ANGLE W/ NELSONFINISH SIDEWALK GRADEStone Drip StripL.79NTSMANUFACTURER'S INSTRUCTIONSALUMINUM EDGING, INSTALL PER2'' WASHED RIVER STONE-TAN/BEIGE HUESSUBMIT SAMPLE TO ARCHITECT FOR APPROVAL4''4'-0''COMPACTED NATIVEGRANULAR BACKFILLFILTER FABRICBLDG. FOUNDATION13''±WELD TO BOTTOM OF POST6"x4"x1/4" STEEL PLATE,15"6''6''6''3'-6''BACKFILLCOMPACTED GRAVEL3000 PSICONCRETE FOOTING,COMPACTED SUBGRADEUNDISTURBED ORDECORATIVE BENCH-FLAT OR BACKED,AS SPECIFIED16''15''PLAN FOR MATERIALFINISH GRADE-SEESteel BenchL.710NTSBike RackL.711NTSCONCRETE SIDE WALKSEE PLANBIKE LOOPSEE SPECIFICATIONSCONCRETE FOOTING3000 PSIUNDISTURBED ORCOMPACTED SUBGRADENOTE:INSTALL AS PERMANUFACTURER'SDIRECTION12''3'-6''32''±32''±18"WALL BLOCK UNIT,CAP BLOCK UNIT,18"GEOTEXTILE FABRIC12" MIN. BEHIND WALLBACKFILL TO EXTEND3/4" CRUSHED STONENON-WOVENINSTALL PER MANUFACTURER'SINSTRUCTIONSINSTRUCTIONSINSTALL PER MANUF.EX. GRADE18"LEVELLING PAD3/4" CRUSHED STONE6"BOTTOM BLOCK UNIT,INSTALL PER MANUFACT.INSTRUCTIONSNOTE:RETAINING WALL TO BE LARGE BLOCK GRAVITY WALL SYSTEM, WITH 18" MIN. HEIGHTBLOCKS, & INCLUDE A GROUTED METAL GUARDRAIL & WOOD GUARDRAIL. MANUFACTUERERS INCLUDE:1. REDI ROCK, 603-863-10002. STONE STRONG SYSTEMS, 860-653-506318"4" PERF. PVC SUBDRAINFINISH GRADESEE DETAIL 2/L.7WOOD GUARD RAILConcrete Block Retaining WallL.76not to scaleMetal GuardrailL.77not to scaleFINISH GRADEFIELD STONE WALLMORTAR JOINTS, TYP.PLANTING BED20''±4'-0''
24''6" LOAM AND SEED4'' DIA. WEEPHOLE#4 Ø REBAR @ 12'' O.C.HORIZ. AND VERT.18"EVERY 8' O.C.12''6''8''2" STONE CAP3000 PSICONCRETE FOOTING,COMPACTED SUBGRADEUNDISTURBED ORSEE PLANCONTRACTOR SHALL PROVIDE STAMPED ENGINEERED DRAWINGS FROM THE APPROVEDMANUFACTURER PRIOR TO CONSTRUCTION.AND BURLAP FROM TOPREMOVE ALL TWINE, ROPEUNDISTURBED ORPLANTING SOIL4" HIGH EARTH SAUCERSET FLAIR AT OR ABOVE FIN. GRADE18"8"MULCH RING; 6' MIN. DIAMETER,MARK NORTH SIDE OF THE TREE IN THE NURSERY,ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLEDO NOT HEAVILY PRUNE TREE ATPLANTING; PRUNE ONLY CROSSOVERLIMBS, CO-DOMINANT LEADERS ANDBROKEN OR DEAD BRANCHES. (SOMEINTERIOR TWIGS AND LATERALBRANCHES MAY BE PRUNED; HOWEVER,DO NOT REMOVE THE TERMINAL BUDSOF BRANCHES THAT EXTEND TO THEEDGE OF THE CROWN.)2" DEPTH; DO NOT PLACE MULCH INCONTACT WITH TREE TRUNKBEYOND EDGE OF ROOT BALL1/2 OF ROOT BALLCOMPACTED SUBGRADE FERTILIZER ROOTPACKET, 2 PER TREE,6"-8" DEEP, PLACED ASROOT BALL ISBACKFILLEDTAMP SOIL AROUND ROOT BALLFIRMLY WITH FOOT PRESSURE SOTHAT ROOT BALL DOES NOT SHIFTNOTE: DO NOT STAKE OR WRAP TRUNK* EACH TREE SHALL BE PLANTED SUCHTHAT THE TRUNK BASE FLARE IS VISIBLEAT THE TOP OF THE ROOT BALL. DO NOTCOVER THE TOP OF THE ROOT BALL WITHSOIL*FIN. GRADEFOR BALL AND BURLAPPED TREES(B&B), REMOVE THE BURLAPAND BASKET (SEE NOTES)NOTES1.THE FOLLOWING PROCEDURE SHALL BE USED FOR BALL AND BURLAPPEDTREES:1.1.CUT OFF THE BOTTOM PORTION OF THE BASKET1.2.ROLL THE TREE IN THE HOLE AND STAND IT UP STRAIGHT1.3.CUT THE REMAINS OF THE BASKET1.4.PULL DOWN THE BURLAP AND CUT OFF THE EXCESSANCHORS6''COMPACTED GRAVELSECURE CAP BLOCK TO FREESTANDING BLOCK WITHPOLYURETHANE SEALANT. OPTIONAL SHEAR LUGS CAST INTO CAPBLOCK OR REBAR TIES THAT CAN BE EMBEDDED IN SITE-CONCRETE(WITH GARDEN BLOCK) ARE ALSO AVAILABLE.VARIES
GROUT FENCING ORRAILING POST IN PLACEFIELD CORE INTO BLOCK INSECOND COURSEMETAL GUARDRAIL18"2" WASHED STONEALONG BACK OF WALL.6" DEPTH.WALL MANUFACTURER SHALL MATCH WALL INSTALLED AS PART OF OLANDER EXTENSION PROJECT.8'-0'' O.C. NOM.CLCL48"
4''
24" MIN.FINISH GRADE1" SQUARE X 16 GA.INTERNAL BRACKETSPICKET, TYP.2-1/2'" I.D. SLEEVE WITHHIGH DENSITY GROUT, SET IN NEW1-3/4" "U" CHANNEL RAIL ATTACHEDTO POSTS WITH INTERNAL BRACKETS2-1/2'' SQ. X 12 GA. POST40-1/4"
9-3/16"
2"4''1-3/4" "U" CHANNEL RAILATTACHED TO POSTS WITH2. EACH SECTION OF FENCE BETWEEN POSTS TO BE PRE-FABRICATED PANELS, CONNECTTO POSTS WITH BOLTS THROUGH INTERNAL BRACKET ATTACHED TO POSTS.3. PANELS MAY BE CUT IN FIELD FOR SECTIONS SHORTER THAN 8 FEET. CUT ENDOF RAILS TO BE PRIMED AND PAINTED AS PER MANUFACTURER'S RECOMMENDATIONS.4. FOR ANGLED CONNECTIONS, BRACKETS MAY BE REMOVED AND RE-INSTALLED ORFABRICTAED TO ACHIEVE DESIRED ANGLE AS PER MANUFACTURER'S RECOMMENDATIONS.5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.EXISTING CONCRETE AS REQUIREDRETAINING WALL, AND DRILLED INTOAS MANUFACTURED BY AMERISTAR, 1555 N. MINGO, TULSA, OK 74116, 1-800-321-8724NOTES: 1. PRE-FABRICATED FENCE TO BE AMERISTAR, AEGIS II STYLE, OR APPROVED EQUAL,SEE DETAIL 7/L.7CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.
Fire HydrantL.81not to scaleTypical Utility TrenchL.82not to scaleThrust BlockL.84not to scaleSEE "FORCE MAIN THRUST BLOCK SCHEDULE" FOR THE AREA OF CONCRETE REQUIREDHYDRANT SHALL BE AMERICAN DARLING,KENNEDY OR OTHER SUCH HYDRANT AS APPROVED BY THE NORTHAMPTONWATER DEPARTMENTVARIES (SEE PLAN)5'-0" COVERNOTE: HYDRANT TO BE LOCATED 2FT. MIN., 8FT. MAX TO CURB.3000 PSI CONCRETE BACKING AGAINST UNDISTURBED MATERIALPROVIDE 4 CU. FT. 3/4 CRUSHED STONE TO AT LEAST 6" ABOVE DRIP DRAIN HOLES.FLAT STONE OR CONCRETE BLOCKBACK UP HYDRANT ELBOWWITH 6 SQ. FT. 3000 PSI CONCRETE PLACED AGAINST UNDISTURBED MATERIAL6" MAX.FINISH GRADE15" MIN.123451. ADJUSTABLE VALVE BOX 2. 6" GATE VALVE 3. ANCHOR TEE4. MAIN5. ALL GLANDS TO BEMEGA LUG TYPERain GardenL.86not to scaleMULCH LAYERHIGH WATER LEVELVARIES - SEE PLAN6" COMPACTED CRUSHED STONERIM ELEVATION VARIES. SEE PLAN.PLANTING MEDIA24"6"UNDISTURBED OR COMPACTEDSUBGRADECOARSE GRAVEL FILL6" PERFORATED DRAIN PIPEFILTER FABRICTIE INTO CB12"6"W/ 24" ROUND, CAST IRON CATCH BASIN GRATE24'' ROUND H-20 RATED PVC INLET STRUCTURE1111VARIES5'-0" MAX.
MINIMUM COVERAGE
SEE NOTE 2
18"
12"
DD/26" MIN.D + 24"3'-0" MIN.EMBEDMENT
MATERIAL
12" MIN. AT PAVED AREASFINISH GRADE - SURFACEVARIES, SEE PLANDETECTABLE WARNING TAPE TO RUNCONTINUOUS WITH ALL UTILITIESCOMPACTED GRAVEL BORROW UNDERPAVEMENT; COMPACTED SUITABLEMATERIAL UNDER NON-PAVED AREASSEE NOTE 1HAND-TAMPED BACKFILL1" MINUS GRAVELHAND-TAMPED BEDDING3/4" CRUSHED STONEUNDISTURBED OR COMPACTED SUBGRADENOTES1.NATIVE EXCAVATED MATERIAL THAT MEETS THE SPECIFICATIONSFOR SUITABLE FILL MAY BE USED AS BACKFILL IN NON-PAVED AREAS.SUITABILITY SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.2.MINIMUM COVERAGE REQUIREMENTS:WATER: 5'-0"SANITARY: 4'-0"GAS: 2'-6"ELECTRICAL/COMMUNICATION: 2'-0"3.ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING.24"FINISH GRADE (OR CURB) AS SHOWN ON PLAN4'-0"Ø ±1"4'-0" MIN.
2"5" MIN.18" MIN.5" MIN.2' TO 4'
BASE SECTION
6" MIN.FRAME TO BE SET INFULL BED OF MORTAR5" MIN.HINGED CAST IRON HOOD IN PAVED AREAS(AS PER MA DOT STANDARD CATCH BASIN HOOD)OUTLET PIPE; MATERIAL, SIZE &SLOPE AS SHOWN ON PLAN"V" OPENING FILLED WITH NON-SHRINK MORTARPRECAST CONCRETE RISER SECTION1' TO 4' RISER
SECTIONS
MORTAR ALL JOINTSPIPE BEDDING AS PER UTILITY TRENCH REQUIREMENTSCOMPACTED GRAVEL BORROWCOMPACTED 3/4" CRUSHED STONEUNDISTURBED OR COMPACTED SUBGRADENOTES1.WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH WALL OF CATCH BASIN. OUTSIDE END TO BECOVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE AROUND OUTSIDEEND OF PIPE. USE MINIMUM OF 3 WEEP HOLES PER BASIN.2.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF BASIN PROHIBITS THE USE OF CONICAL SECTION.3.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).4.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.BRICK AS REQUIRED TO ADJUSTTO GRADE (12" MAX.)PRECAST CONICAL SECTIONWEEP HOLE (MIN. 3)PRECAST CONCRETE BASE SECTIONBICYCLE-SAFE CAST IRON CATCH BASIN GRATE6" MIN.8"8"Catch BasinL.83not to scaleNPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MASITE DETAILSJDS/CCJDS17031.01AS NOTED08/17/2020 L.8CONSTRUCTION
SET
2019NOTES1.CONCRETE COMPRESSIVE STRENGTHSHALL BE 4,000 PSI (MIN.).2.STRUCTURE SHALL BE REINFORCEDTO MEET OR EXCEED H20 LOADING.5" MIN.1' TO 4'
RISER
SECTIONS
3'-0" MIN.5" MIN.4'-0"Ø ±1"5" MIN.24"SEAL ALL JOINTS WITH PRE-FORMEDRUBBER GASKET OR O-RINGFINISH GRADE AS SHOWN ON PLANCAST IRON MANHOLE COVERFRAME TO BE SET INFULL BED OF MORTARBRICK AS REQUIRED TO ADJUSTTO GRADE (12" MAX.)ECCENTRIC PRECAST CONICAL SECTIONUNDISTURBED OR COMPACTED SUBGRADEPOLYPROPYLENE MANHOLE STEP WITH12" Ø GRADE 60 STEEL REINFORCEMENT6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDESPIPE OPENINGS TO BE PRECASTIN RISER/BASE SECTIONCOMPACTED 3/4" CRUSHED STONE6" MIN.SEAL PIPE CONNECTIONS WITHRUBBER BOOT SEALED JOINT SYSTEM8"8"2' TO 4'
BASE SECTION
PIPE MATERIAL, SIZE & SLOPEAS SHOWN ON PLANPIPE BEDDING AS PER UTILITY TRENCH DETAILPRECAST CONCRETE RISER SECTIONBRICK CHIPS & MORTAR OR 4000 PSI CONCRETECONSTRUCT INVERT AND SHELFWITH BRICKS LAID ON END2.0%Sanitary ManholeL.87NTSNOTES1.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OFSTRUCTURE PROHIBITS THE USE OF CONICAL SECTION.2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).3.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.5" MIN.1' TO 4'
RISER
SECTIONS
3'-0" MIN.5" MIN.4'-0"Ø ±1"5" MIN.24"MORTAR ALL JOINTSFINISH GRADE AS SHOWN ON PLANCAST IRON MANHOLE COVERFRAME TO BE SET INFULL BED OF MORTARBRICK AS REQUIRED TO ADJUSTTO GRADE (12" MAX.)ECCENTRIC PRECAST CONICAL SECTION"V" OPENING FILLED WITH NON-SHRINK MORTARUNDISTURBED OR COMPACTED SUBGRADEPOLYPROPYLENE MANHOLE STEP WITH12" Ø GRADE 60 STEEL REINFORCEMENTPRECAST CONCRETE RISER SECTION6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDESPRECAST CONCRETE BASE SECTIONPIPE OPENINGS TO BE PRECASTIN RISER/BASE SECTION1-#3 BAR AROUND OPENINGSFOR PIPES 18"Ø AND OVER, 1" MIN. COVERCOMPACTED 3/4" CRUSHED STONE6" MIN.PIPE BEDDING AS PER UTILITY TRENCH DETAILPIPE MATERIAL, SIZE & SLOPEAS SHOWN ON PLAN8"8"2' TO 4'
BASE SECTION
Drain ManholeL.85NTSNOTES:1. TABLES SHOW THE MINIMUM ACCEPTABLE BEARING DIMENSIONS.2. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR ROADS AT VERTICAL BENDS AND GATE VALVES.3. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.4. THRUST BLOCKS SHALL NOT BEAR AGAINST UNSUITABLE SOILS.BENDSPIPE SIZEBEND ANGLEBCPIPE SIZEBEND ANGLEBC4"11.25°18"12"8"11.25°24"18"4"22.5°18"12"8"22.5°24"18"4"45°18"12"8"45°30"18"4"90°24"18"8"90°36"36"6"11.25°24"18"12"11.25°24"18"6"22.5°36"24"12"22.5°36"24"6"45°24"18"12"45°48"36"6"90°36"18"12"90°60"48"12"(MIN.)B24"8"(MIN.)CUNDISTURBED ORCOMPACTED SUBGRADETEES & DEAD ENDSPIPE SIZEEF4"18"18"6"24"24"8"36"24"10"42"36"12"48"42"12"(MIN.)E24"8"(MIN.)FUNDISTURBED ORCOMPACTED SUBGRADESoil mix for rain garden areas should be a mixture of sand compost and soil. 40 % sand, 20-30% topsoil, and 30-40% compost.•The soil mix must be uniform, free of stones, stumps, roots or similarobjects larger than 2 inches. Clay content should not exceed 5%.•Soil pH should generally be between 5.5-6.5, a range that is optimal formicrobial activity and adsorption of nitrogen, phosphorus, and otherpollutants.•Use soils with 1.5% to 3% organic content and maximum 500-ppmsoluble salts.•The sand component should be gravelly sand that meets ASTM D 422.Sieve Size Percent Passing2-inch 100%¾-inch 70-100%¼-inch 50-80%U.S. No. 40 15-40%U.S. No. 200 0-3%•The topsoil component shall be a sandy loam,loamy sand or loam texture.
Dumpster EnclosureL.91not to scaleWood ShelterL.93not to scaleWood Fiber SurfacingL.94not to scalePoured-In-Place SurfacingL.95not to scale18"8''AND DETAILCONC. PAD, SEE PLAN1'' WASHED STONE,COLOR: LIGHT GREYAND SLEEVE6''12''GALV. STEEL POSTS4'' DIA. SCH. 40CANE BOLT ASSEMBLYWELDED TO POST5'' GALVANIZED HINGES,HINGESOUTSIDE GATE FOR2''x 6'' VERTICAL BOARDINSIDE GATE1''x 6'' BRACE2''4''3'-2''MAX. SPACING8' O.C.CEDAR CAP AND TRIMCOLOR: LIGHT GREY1'' WASHED STONE,6''12''2''2''x 4'' PRESSURE TREATEDBRACINGTONGUE & GROOVE PLANKINGBACKFILL, TYP.UNDISTURBED ORCOMPACTED SUBGRADECOMPACTED GRAVEL6'WOOD POSTS4''x 4'' PRESSURE TREATED1''x 4'' FIRST GRADE CEDAR3'-2''4''
3'-6''GALVANIZEDUNDISTURBED ORCONCRETE FOOTING3000 PSICOMPACTED SUBGRADETHUMB LATCHSELF LATCHINGFRONT ELEVATIONSIDE ELEVATIONGATE POST, SEE FRONTELEVATION3''4''±COMPACTED GRAVELBACKFILLCAP WELDED TOTOP OF POSTCovered Bike ShelterL.92not to scale12''4''FINISH GRADE2''x12'' PRESSURE TREATED WOOD EDGING TO BE FLUSH WITH FINISH GRADE (TYP)3/4" CRUSHED STONE2'' X 4'' X 3'-0'' PRESSURETREATED WOOD STAKE -3 STAKES/10' BOARD MIN.NOTE:WOOD CARPET MANUFACTURED BY:ZEAGER BROS. INC.4000 EAST HARRISBURG PIKEMIDDLETOWN, PA 170571-800-346-852412'' WOOD CARPET SURFACESEE SPECIFICATIONSUNDISTURBED OR SUITABLECOMPACTED SUBGRADE1''STONE SUB-BASEPLACE AND COMPACTIN 2 LAYERSUNDISTURBED ORCOMPACTED SUBGRADERUBBERIZED IMPACT LAYER1-3/4" MIN. THICKNESSPOURED-IN-PLACE RUBBERIZED WEARINGSURFACE, 1/2" MIN. THICKNESS,12"COLOR: AS SPECIFIED PER PLAN3/4" WASHED CRUSHED2-1/4"Ground SignL.96not to scaleSTONE CLADDINGOVER REINFORCED MASONRY WALL.2" STONE CAP RECESSED WOOD SIGN BODY5" ROUTED LETTERS, FONT TO BE"Calisto MT"- COLOR: BLACKCommonsNorth72"24"48"10"10"24"TO MATCH SEAT WALL8" x 8" CEDAR POST, TYP.14'8" x 8" CEDAR SUPPORT, TYP.8" x 8" CEDAR BEAM, TYP.27'2" x 6" JOISTS, TYP.SEAMLESS METAL ROOF15'8'STONE TO MATCH SEAT WALLWOOD COLOR TO MATCH BUILDING5"12"NPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MASITE DETAILSJDS/CCJDS17031.01AS NOTED08/17/2020 L.9CONSTRUCTION
SET
2019FOOTINGS TO BE PROVIDED AT EACHPOST AS PER ENGINEEREDSTRUCTURAL DRAWINGS.NOTE: CONTRACTOR SHALL PROVIDE FINAL PLANS & DETAILS TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO CONSTRUCTION.THIS DETAIL IS INTENDED TO SHOW THE GENERAL DESIGN INTENT AND DOES NOT CONSTITUTE AN ENGINEERED STRUCTURAL DRAWING.NOTE: CONTRACTOR SHALL PROVIDE FINAL DETAIL FOR APPROVAL.16"#4 Ø REBAR @ 12'' O.C.HORIZ. AND VERT.3000 PSICONCRETE FOOTING,COMPACTED SUBGRADEUNDISTURBED ORELEVATIONSECTION48"RUBBERIZED WEAR LAYERRUBBERIZED IMPACT LAYERCOMPACTED SUBGRADE3/4" CRUSHED STONE10" MIN.CONCRETE HAUNCH ORPT WOOD BORDERENGINEERED WOOD FIBERSURFACING4''1-3/4" THICK MIN.1/2" THICK MIN.NOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL DESIGN INTENT AND DOES NOT CONSTITUTE AN ENGINEEREDSTRUCTURAL DRAWING.2.CONTRACTOR SHALL PROVIDE FINAL STAMPED PLANS & DETAILS TO BUILDING INSPECTOR FOR APPROVAL PRIORTO CONSTRUCTION.3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SLAB/FOOTING REQUIREMENTS FOR THE BICYCLESHELTER. (SEE SPECIFICATIONS)
229232
234
236
238
D D D D D D228227
Robinia Swing SetL.106not to scalePlayground Layout DetailL.1011"=10'POURED-IN-PLACE RUBBERIZED SURFACINGSEE DETAIL 5/L.96' STEEL BENCHPARKOUR ROPE CLIMBERSEE DETAIL & SPECIFICATIONSEMBEDDED RING CLIMBERSSEE DETAIL 2/L.11ROPE CLIMBERSEE DETAIL 3/L.11ROLLER SLIDESEE DETAIL 7/L.11EMBEDDED LANDSCAPE BOULDERS (6)SEE DETAIL 5/L.11'Robinia' SWING SETSEE DETAIL & SPECIFICATIONSWOOD FIBER SURFACINGSEE DETAIL 4/L.9'Robinia' WITCH TOWER STRUCTURESEE DETAIL & SPECIFICATIONS'TIPI CAROUSEL' SPINNERSEE DETAIL & SPECIFICATIONSORBITS STEPPING PODSSEE DETAIL & SPECIFICATIONSHOPPER SEESAWSEE DETAIL & SPECIFICATIONS6' STEEL BENCH'TREE' NET CLIMBERSEE DETAIL & SPECIFICATIONSEmbedded Ring ClimbersL.102ntsPOURED-IN-PLACE SURFACING4" BENT STEEL PIPE.PAINTED WITH ONE COATCONCRETE FOOTING3000 PSIUNDISTURBED ORCOMPACTED SUBGRADE8'' DIA.48''18"±18''±PRIMER & TWO COATS COLOREDEPOXY. CONFIRM COLORS W/ L.A.1/2"x9" STEEL PINSET THRU LEG6''Rope ClimberL.104nts8'' DIA.48''6''36''CONCRETE FOOTING3000 PSI1/2"x9" STEEL PINSET THRU LEGUNDISTURBED ORCOMPACTED SUBGRADE4" STEEL PIPEPAINTED WITH ONE COATPRIMER & TWO COATS COLOREDEPOXY. CONFIRM COLORS W/ L.A.POURED-IN-PLACESURFACINGS.S. EYEBOLTTHROUGH BOLTEDS.S. EYEBOLTSET FLUSH & ANCHORED3/8" DIA. BLACK STATIC NYLON ROPE30' LONG ±Robina Swing is a 2 seat wood swing set as available from Kompan Inc.POURED-IN-PLACESURFACINGEnbedded BouldersL.103not to scaleNATURAL ROUNDED BOULDERSSET A MINIMUM OF 16"BELOW FINISH GRADE.CONFIRM ROCK SELECTION &LOCATIONS IN FIELD W/ L.A.Orbits Stepping PodsL.107not to scaleRoller SlideL.105not to scaleOrbits Stepping Pods shall consist of a variety of sizes (see specifications) as available from Kompan Inc.8'' DIA.48''6''36''CONCRETE FOOTING3000 PSI1/2"x9" STEEL PINSET THRU LEGUNDISTURBED ORCOMPACTED SUBGRADEPOURED-IN-PLACESURFACINGACCESSIBLE PLATFORMROLLER SLIDECONCRETE FOOTING3000 PSISUPPORTS IN36" ±10' ±10' ±NPQ141514151616Copyright Davis Square Architects, Inc.cREVISIONS/SUBMISSIONSNo.DateDesignedCheckedDateProject No.ScaleDrawing No.ConsultantProjectTitle23456789101112131ABCDEFGHJKLM23456789101112131NOTESF:\Hospital Hill\TCB\DRAWINGS\NORTH COMMONS\VH-TCB - NORTH COMMONS_construction set.dwgWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.comFAX (413) 582-7005 (413) 582-70004 Allen Place, Northampton, Massachusetts 01060BerkshireDesignGroupPlanningCivil EngineeringLandscape ArchitectureLand SurveyingNEW CONSTRUCTIONNORTH COMMONS AT VILLAGE HILLNORTHAMPTON, MAPLAYGROUND DETAILSJDS/CCJDS17031.01AS NOTED08/17/2020 L.10CONSTRUCTION
SET
2019SEE SPECIFICATIONS.Footings & Install as per manufacturers requirements.Footings & Install as per manufacturers requirements.Install as per manufacturers requirements.SEE DETAIL 10/L.7 & SPECIFICATIONSSEE DETAIL 10/L.7 & SPECIFICATIONSHopper SeesawL.108not to scaleWitch Tower ADA PlaystructureL.1011not to scaleTree ClimberL.1012not to scaleTIPI CarouselL.109not to scaleParkour ClimberL.1010not to scaleFootings & Install as per manufacturers requirements.Footings & Install as per manufacturers requirements.Footings & Install as per manufacturers requirements.Footings & Install as per manufacturers requirements.Footings & Install as per manufacturers requirements.LOAM & SEED