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29 Ford Crossing - Site Plans 8-13-19S SSSGGGGGGGGG2"S222.3'8" PVC222.0'222.0 'SMHRim : 231 .89 'GWWWWWWWW8" PVC8" CLD I SSWWWGGGDDDD8" CLDI2"10" PVCSMHRim: 230.45'220.1'220.1'220.2'220.3'DMHRim: 229.94'220.3 'CBRim : 230 .07 'CBRim : 230 .11 '222.8'15" RCP222.9 'CBRim: 230.02'221.9'230230225220230230230235 230235240235225220 230225 220231 23123223 2 232231231231232233234 229228 216217218219221222223224226227228229231232 2332342362372382392392 3 8 2 3 7 23 6 232233234236237228227229226 222223 221224 216219217218226229227228224 221222223230230225220230230230235 230235240235225220 230225 220Ford C ros s ing OlanderDriveS SSTECTECTECTECTECTECTECTECTEC GGGGGGGGG2"S222.3'8" PVC222.0'222.0 'SMHRim : 231 .89 'GWEWWWWWWW8" PVC8" CLD I WDD8" CLDI2"SMHRim: 230.45'220.1'220.1'220.2'220.3'DMHRim: 229.94'220.3 '222.8'CBRim : 230 .11 'CBRim : 230 .07 '222.9 'EEEE23 1 231220225 230 219.304.75% TYP.LOT 5LOT 4LOT 3LOT 2LOT 1PROPOSED STREET AND UTILITY WORK INOLANDER DRIVE TO BE CONSTRUCTED BYOTHERS UNDER CO-HOUSING PROJECTTBM = TOP OF BOUNDELEV. 231.22L-1010'20'10'40'60'SCALE 1"=20'-0" (if printed full size @ 24" x 36")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.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright 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.cF:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019 MEADOW RUN@ VILLAGE HILLNORTHAMPTON, MAMay 28, 20191"=20'JDSEXISTING CONDITIONSCatchbasin, SquareCatchbasin, RoundBasketball HoopDownspoutIrrigation, ValveMonitoring WellFire StandpipeFire HydrantTTelecom ManholeElectric BoxConiferous TreeFire ConnectionIrrigation Control BoxLight PoleManhole, Unknown TypeMemorial PlaqueEElectric HandholeEElectric BoxEElectric Guage (Meter)EElectric ManholeLPLight PoleDeciduous TreeSign, SmallOil TankSprinkler HeadGas ServiceStone PostWater ValveControl BoxBenchA/C UnitWetland FlagWater BubblerColumnSewer ValveTest PitFire Alarm Pull BoxPolePole w/LightELECElectric, PadmountSSewer ManholeCOSewer Clean OutSteam, ManholeDDrain ManholeCatchbasin, RoundCatchbasinCatchbasin, RoundTraverse PointBMBenchmarkPost / BollardTelecom Control BoxShrubUtility PoleUManhole, Unknown TypeLegend1. 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 1-800-322-4844 and have all utilities markedon the ground. The contractor shall be responsible for determining the exact location ofall existing utilities before commencing work. The contractor agrees to be fullyresponsible for any and all damages which might be occasioned by his/her failure toexactly locate and 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 NotesCONSTRUCTION DOCUMENTS6/17/2019 - REVISED STORM DRAIN7/16/2019 - ISSUED FOR CONSTRUCTIONCMC8/13/2019 - ADD TEMPORARY BENCHMARK Bitumi n o us C o ncr et e S S S S G G G G G G G G G 2"S222.3 '8" PVC222.0 ' 222.0' SMH Rim: 2 3 1. 8 9'GWW W W W W W W 8" PV C 8" CLDI SSWWWGGGDDD D 8" CLD I2"10" PVCSMHRim : 230 .45 '220.1 '220.1 '220.2 ' 220.3'DMHRim : 229 .94 ' 220.3' CB Rim: 2 3 0. 0 7' CB Rim: 2 3 0. 1 1' 222.8'15" RCP 222.9' CB Rim: 23 0 . 0 2'221.9'Ford C r o s si n g Olander Dr ive231231232232232 231 231231232233234229228216217218219221222223224226227228229231232233 2 3 4 2 3 6 2 3 7 2 3 8 2 3 9 239238237236 232 233 234 236 237 2282272292262222232212242162 1 9 2172182262292 2 7 2 2 8 2242212222232 3 0 2302252202302302302352302 3 5 240 235 225220230225220Bitumi n o us C o ncr et e 231231232232232 231 231231232233234229228216217218219221222223224226227228229231232233 2 3 4 2 3 6 2 3 7 2 3 8 2 3 9 239238237236 232 233 234 236 237 2282272292262222232212242162 1 9 2172182262292 2 7 2 2 8 2242212222232 3 0 2302252202302302302352302 3 5 240 235 225220230225220S S S TEC TEC TEC TEC TEC TEC TEC TEC TEC G G G G G G G G G 2"S222.3 '8" PVC222.0 ' 222.0' SMH Rim: 2 3 1. 8 9'GWE W W W W W W W 8" PV C 8" CLDI WD D 8" CLD I2"SMHRim : 230 .45 '220.1 '220.1 '220.2 ' 220.3'DMHRim : 229 .94 ' 220.3' 222.8' CB Rim: 2 3 0. 1 1' CB Rim: 2 3 0. 0 7' 222.9'EEEE231231 220225230219.30 4.75% TYP. 2 2 ' SAWCUT & REMOVE ROADWAY AT EXISTING CURB OPENING. REMOVE/SALVAGE GRANITE CURBING. ALL UNUSED CURB SHALL BE RETURNED TO THE CITY. SAWCUT & REMOVE CONCRETE SIDEWALKS AT NEAREST CONTROL JOINT. INSTALL TEMP. CHAIN LINK CONSTRUCTION FENCING ALONG THE BACK OF SIDEWALK. DIG AND TRANSPLANT EXISTING STREET TREE SEE SHEET L-401 REMOVE & RELOCATE EX. LIGHT POLE. SEE SHEET L-301 REMOVE & SALVAGE APPROX. 40 LF OF GRANITE CURB. SEE LAYOUT PLAN. INSTALL TREE PROTECTION AS REQUIRED, TYP. CUT AND CAP EXISTING GAS STUB AT CURB LINE COORD. WITH UTILITY CO. REMOVE EX. CONC. SIDEWALK AT NEAREST CONTROL JOINTS. CURB LINE AND PAVING TO BE MODIFIED DURING INITIAL CONSTRUCTION BY COHOUSING PROJECT TO PROVIDE FOR NEW CURB CUT AND UTILITY CONNECTIONS. INSTALL TREE PROTECTION AS REQUIRED, TYP. EROSION CONTROL BARRIER PROTECT EXISTING THERMOPLASTIC CROSSWALK WITHIN ASPHALT TO REMAIN CUT EXISTING SANITARY STUB BETWEEN SIDEWALK AND CURB PLUG WITH BRICK & MORTAR TBM = TOP OF BOUND ELEV.231.22 L-201 0'20'10'40'60' SCALE 1"=20'-0" (if printed full size @ 24" x 36") 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. 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, Inc. Design The 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. Land Surveying 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. c F:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN @ VILLAGE HILL NORTHAMPTON, MA May 28, 2019 1"=20' JDS DEMOLITION & EROSION CONTROL PLAN CMC 1. The Contractor shall be responsible for a thorough site examination to determine the extent of demolition necessary to prepare the site for construction and shall verify all items to be demolished or salvaged with the Landscape Architect prior to beginning work. 2. Care shall be taken not to damage any items designated to remain; repair or replacement 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 the Landscape Architect or Owner, and shall conform to all applicable laws and regulations. All salvageable material shall be delivered by the Contractor to storage areas designated by the Owner. Contractor shall remove all existing unsuitable materials from the site. 4. The Contractor shall protect existing trees to remain as shown in detail 1/L-201. 5. All topsoil shall be stripped from grass areas to be removed and stockpiled in an area designated by the Owner. The Contractor is responsible for all topsoil as needed 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 temporary fencing and barricades. 7. The locations of existing underground utilities are shown in an approximate way only based on available data and all utilities may not be shown. Prior to construction, the contractor shall contact Dig Safe at 1-800-322-4844 to request utilities to be marked on the ground. The contractor shall be responsible for determining the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his/her failure to exactly locate and preserve any and all utilities. 8. All boundary monuments shall be protected and/or preserved during demolition and construction. Should any boundary monument be destroyed and/or altered as a result of demolition and construction, it shall be the responsibility of the party incurring the damage to obtain the services of a professional land surveyor to replace and reset said monument. 9. This project includes less than one acre of disturbance and does not require an EPA Notice of Intent (NOI). However, the Contractor shall prepare a SWPPP and submit it to the Northampton DPW as required by the Stormwater Permit issued by DPW. Demolition Notes CONSTRUCTION DOCUMENTS 6/17/2019 - REVISED STORM DRAIN 7/09/2019 - DPW COMMENTS Tree Protection L.201 1 Not to Scale 7/12/2019 - UPDATED PRICING SET 7/16/2019 - ISSUED FOR CONSTRUCTION 8/13/2019 - ADD TEMPORARY BENCHMARK Ford Cr o s si n g OlanderDriveD18'± 10'10' ±10'±12'3' 22'18' ±TYP. T YP . 4'TYP. R8' TYP. R12' TYP. R12' TYP. R100'± R36'± R8'TYP. 26 ' 6'± 8' 12' PROPOSED STONE TRENCH DRAIN. SEE GRADING PLAN. 12' WIDE ASPHALT DRIVE REMOVE/REPLACE EX. SIDEWALK W/ 6"CONCRETE WALK @ DRIVEWAY NEW GRANITE CURB INFILL AT EXISTING CURB OPENING APPROX. REVISED PROPERTY LINES, TYP. SEE NOTE 8 EXISTING PROPERTY LINES, TYP. POTENTIAL BUNGALOW FOOTPRINT, TYP. SEE NOTE 7 SPLIT RAIL FENCE & PLANTED BUFFER SEE SHEET L-401 NEW CURB CUT. SIGNED AS ENTRANCE ONLY. ACCESSIBLE CURB CUT ALIGN WITH EXISTING CROSSWALK CONCRETE PAVER WALK, TYP. PROPOSED PLANTINGS BY OTHERS NEW CURB CUT. SIGNED AS EXIT ONLY. GRANITE CURB AT RADIUS 6" CONCRETE SIDEWALK AT DRIVE OPENING CURB AND ROADWAY TO BE MODIFIED. COORDINATE WITH COHOUSING PROJECT. DO NOT EXIT SIGN PROPOSED PLANTINGS BY OTHERS. 4" THICK CONCRETE SIDEWALK INFILL. MATCH EXISTING JOINT SPACING. TRAIL BY OTHERS CONTINUATION OF OLANDER DRIVE EXTENSION BY OTHERS OPTIONAL SCREENED PORCH OR DECK. TYP. SEE NOTE 7 INSTALL SALVAGED STREET LIGHT. 12' x 14' PAVER PATIO. TYP. OF 5 FUTURE DEVELOPMENT BY OTHERS RELOCATE EXISTING TRAFFIC SIGN 5' EAST TBM = TOP OF BOUND ELEV.231.22 L-301 0'20'10'40'60' SCALE 1"=20'-0" (if printed full size @ 24" x 36") 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. 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, Inc. Design The 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. Land Surveying 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. c F:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN @ VILLAGE HILL NORTHAMPTON, MA May 28, 2019 1"=20' JDS SITE PLAN 1. 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 unless otherwise noted. 3. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction; report any and all discrepancies to the Landscape Architect. All discrepancies shall be resolved in writing prior to beginning work. 4. All areas disturbed from construction activity to be raked, smoothed, fertilized and seeded with perennial turfgrasses unless otherwise noted. 5. All new walks and surfaces to meet existing walks and surfaces with smooth, continuous line and grade. 6. The Contractor shall not install concrete during adverse weather conditions (rain, sleet, etc.) unless otherwise directed by the Landscape Architect. 7. Final footprint of each building as directed by the owner. Sketch of final footprint shall be submitted to the Northampton Planning Dept. prior to application for building permit. 8. This plan is prepared as a site design and is not intended to be used for determination of property lines. Approximate property lines are shown for coordination purposes. The Contractor shall utilize the services of a Professional Land Surveyor for the determination of property lines. Layout Notes CONSTRUCTION DOCUMENTS 6/17/2019 - REVISED STORM DRAIN 7/09/2019 - DPW COMMENTS 7/12/2019 - UPDATED PRICING SET 7/16/2019 - ISSUED FOR CONSTRUCTION CMC 8/2/2019 - SIGN RELOCATION 8/13/2019 - ADD TEMPORARY BENCHMARK Ford Cr o s si n g OlanderDrive231231 2252301 CK 1 CK 1 NS 1 NS 1 FS 25 RF 4 TOE N.E. SEED MIX N.E. SEED MIX N.E. SEED MIX 2 RC 3 VPT 25 HS 3 IV 1 PC 4 VT 3 IV 1 CBF 13 HH 6 TOE 3 TOE 3 TOE 7 MS 5 RC 3 HM LOAM & SEED TYP. LOAM & SEED TYP. RELOCATED STREET TREE NEW STREET TREE TO MATCH 3 HA 1 AP 1 MS 6 IVH 1 PA 5 AZ 1 SP 2 PA 5 HH CONFIRM LOCATIONS OF EX. UTIL. STUBS 14' 1 HM 4 TOE 2 IV 1 CK 1 CBF 3 HA 3 TOE 3 VPT 1 MS 3 AZ L-401 0'20'10'40'60' SCALE 1"=20'-0" (if printed full size @ 24" x 36") 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. 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, Inc. Design The 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. Land Surveying 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. c F:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN @ VILLAGE HILL NORTHAMPTON, MA May 28, 2019 1"=20' JDS PLANTING PLAN 1. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Association with regard to grading and quality. 2. All plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. 3. All plants shall be nursery grown in accordance with good horticultural practices and shall be grown 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; root balls shall be firmly wrapped with burlap. Container grown plants shall not be removed from container 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) after installation. 9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work 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 Notes N.E. SEED MIX NEW ENGLAND CONSERVATION/WILDLIFE MIX: SPECIES: Virginia Wild Rye (Elymus virginicus), Little Bluestem (Schizachyrium scoparium), Big Bluestem (Andropogon gerardii), Red Fescue (Festuca rubra), Switch Grass (Panicum virgatum), Partridge Pea (Chamaecrista fasciculata), Panicledleaf Tick Trefoil (Desmodium paniculatum), Indian Grass (Sorghastrum nutans), Blue Vervain (Verbena hastata), Butterfly Milkweed (Asclepias tuberosa), Black Eyed Susan (Rudbeckia hirta), Common Sneezeweed (Helenium autunale), Heath Aster (Asterpilosus/Symphyotrichum pilosum), Early Goldenrod (Solidago juncea), Upland Bentgrass (Agrostis perennans). APPLICATION RATE: 25lbs/acre | 1750 sq ft/lb Plant List KEY QTY LATIN COMMON SIZE CBF Carpinus betulus 'Fastigiata'Pyramidal European Hornbeam 2"-2.5" cal. CK Cladastris kentukea American Yellowwood 2"-2.5" cal. FS Fagus sylvatica 'Riversii'Riversii Beech 2"-2.5" cal. HH Hypericum 'Hidcote'St. Johnswort 5 gal. HS Hemerocallis sp.Daylily 1 gal. IVH Itea virginica 'Henry's Garnet'Sweetspire 3 gal. MS Miscanthus 'Heavy Metal'Japanese Switch Grass 3 gal. RF Rudbeckia sp.Black-Eyed Susan 1 gal. TOE Thuja occidentalis 'Emerald'Emerald Arborvitae 4-5' VT Viburnum trilobum American Cranberrybush 24"-30" VPT Viburnum plicatum tomentosum Doublefile Viburnum 5 gal. 2 3 1 18 25 6 9 24 23 4 6 PC Pinus cembra Swiss Stone Pine 5-6' ht.1 HM Heptacodium miconioides Seven-Son Flower 7 gal.4 GTI Gleditsia triacanthos inermis 'Sunburst'Honeylocust 2"-2.5" cal.9 NS Nyssa sylvatica Tupelo2 2"-2.5" cal. RC Rhododendron carolinianum Carolina Rhododendron 24"-30"7 CONSTRUCTION DOCUMENTS HA Hydrangea 'Mariesii' Lacecap Hydrangea 5 gal.6 AP Acer palmatum 'Oshio Beni'Japanese Maple 4' - 5' ht.1 PA Pennisetum alopecuroides Fountain Grass 2 gal.3 IV Ilex verticillata 'Winter Red'Winterberry 5 gal.8 AZ Azalea sp.Azalea 5 gal.8 SP Stewartia pseudocamellia Japanese Stewartia 2"-2.5" cal.1 6/17/2019 - REVISED STORM DRAIN 7/09/2019 - DPW COMMENTS 7/16/2019 - ISSUED FOR CONSTRUCTION CMC 8/6/2019 - LOT 1 PLANTING S S S S G G G G G G G G G 2"S222.3 '8" PVC222.0 ' 222.0' SMH Rim: 2 3 1. 8 9'GWW W W W W W W 8" PV C 8" CLDI SSWWWGGGDDD D 8" CLD I2"10" PVCSMHRim : 230 .45 '220.1 '220.1 '220.2 ' 220.3'DMHRim : 229 .94 ' 220.3' CB Rim: 2 3 0. 0 7' CB Rim: 2 3 0. 1 1' 222.8'15" RCP 222.9' CB Rim: 23 0 . 0 2'221.9'231231232232232 231 231231232233234229228216217218219221222223224226227228229231232233 2 3 4 2 3 6 2 3 7 2 3 8 2 3 9 239238237236 232 233 234 236 237 2282272292262222232212242162 1 9 2172182262292 2 7 2 2 8 2242212222232 3 0 2302252202302302302352302 3 5 240 235 225220230225220231231232232232 231 231231232233234229228216217218219221222223224226227228229231232233 2 3 4 2 3 6 2 3 7 2 3 8 2 3 9 239238237236 232 233 234 236 237 2282272292262222232212242162 1 9 2172182262292 2 7 2 2 8 2242212222232 3 0 2302252202302302302352302 3 5 240 235 225220230225220Ford Cr o s si n g OlanderDrive S S S TEC TEC TEC TEC TEC TEC TEC TEC TEC G G G G G G G G G 2"SGWE W W W W W W W 8" CLDI WD D 8" CLD I2"SSSSSSSSS230231231D2312242292322342362384 5 8 7 6 GGGGGGGGGG229 230230EEEE231231 220225230219.30 4.75% TYP.WWWW W W W W W W W W W W W W W W WWWWWWWWEEEEEE E EEEEEEEEWWWWWWWWWWWWWWWVWVWVWVWVDDDDDDDDDDDDDDD D D D D EEE E EEEEEEEEWWWWD D D D D DSSSSSS S S S S S S S S S S S S WV 231.21 231.80 232.50 232.33 232.0 232.08 FFE=232.40 FFE=232.95 FFE=233.65 FFE=233.23 FFE=233.15 231.21 231.17 231.80 232.50 232.00 232.00 233.40 232.87 232.44 232 231 231232232231 232232232.00 232.00 232.50 231.21 231.80231231.80 231.21 232 232 232.50 232.00 232.00 TC 231.42BC 230.92 TC 231.05BC 230.55 231.65 231.59 230.74 231.47 231.25 231.01 231.85 231.61 231.43 231.21 231.50 233.40 232.98 232.98 231.95 231.6 6 232.87231.90 232.01 232.08 232.20 232.68 232.56 232.40 232.29 232.70 232.70 232.13 231.59 231.44 232.15 232.15 BC 230.96TC 231.46 BC 230.36TC 230.86 231.41 231.28 231.80 231.92 231.67 232.26 232.19232.09 231.85 231.4 1 231.36 232NEW 6" PVC SANITARY SERVICE TYP. SANITARY CLEAN-OUT, TYP. OF 1 NEW TRANSFORMER & ELEC. SERVICE. COORD. W/ NATIONAL GRID. 6" PVC YARD DRAIN FOR OVERFLOW R=230.75 IN=229.50 2" TYP E K W A T E R S E R VI C E 6" PER F. H D P E D R AI N R U N F L A T YARD DRAIN FOR OVERFLOW R=231.50 IN=229.50 YARD DRAIN FOR OVERFLOW R=230.75 IN=229.50 INFILTRATION TRENCH SEE DETAIL DRY WELL FOR ROOF RUNOFF TYP. OF 5. SEE DETAIL INFILTRATION TRENCH PIPE INV=229.00 INFILTRATION TRENCH PIPE INV=229.00 SANIT A R Y @ 1. 8 % CLEAN-OUT, TYP. OF 2 CLEAN-OUT, TYP. OF 2 10' TYP. YARD DRAIN R=231.00 INV= 229.00 WATER SERVICE TAP TO BE 1" TYPE K COPPER TO 3' BEYOND VALVE. 1" HDPE SERVICE TO WITHIN 10' OF BUILDING FOUNDATION. TYP. OF 5 10" HDPE @2.0%INV(D)=227.40 INV(S)=221.74 PROPOSED UTILITIES IN OLANDER DRIVE BY OTHERS CONNECT TO DRAIN MH INV=226.0 MH BY OTHERS NEW 2" WATER SERVICE TAPPED TO EXISTING STUB WATER SERVICE SHALL BE 5' (MIN.) FROM ELECTRICAL SERVICE GAS STUB TO BE ABANDONED REMOVE TO ALLOW TREE PLANTING, SEE SHEET L-401 COORD. W/ GAS CO. DOWNSPOUT CONNECTION TO DRYWELL, TYP. SANITARY STUB TO BE ABANDONED SEE NOTE 13 NEW SANITARY MANHOLE R=230.90 INV=220.87 COORDINATE WITH COHOUSING PROJECT SANIT A R Y @ 1. 8 % RELOCATED LIGHT POLE SEE SHEET L-301 8. 9% 1 .0% 1 .0%1.2%1.1%0.7%2.0% 0.7%2.0% 1 .5%6%TBM = TOP OF BOUND ELEV.231.22 L-501 0'20'10'40'60' SCALE 1"=20'-0" (if printed full size @ 24" x 36") 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. 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, Inc. Design The 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. Land Surveying 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. c F:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN @ VILLAGE HILL NORTHAMPTON, MA May 28, 2019 1"=20' JDS GRADING, DRAINAGE & UTILITY PLAN Grading & Utility Notes 1. Project benchmark is PK in utility pole at northwest corner of school, elevation=231.36, as per topographic survey by Toomey-Munson, dated April 23, 2001. 2. 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/walkway cross-slope exceed 2.0%. Notify Engineer of any discrepancies. 3. All materials and construction methods shall conform to the construction standards and specifications of the Town of Norfolk and the Massachusetts Department of Public Works. 4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work. 5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade. 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Refer also to Site Electrical Plan for lighting and elec. manholes. 8. Notify the Landscape Architect of any discrepancies prior to construction. 9. All water lines shall have a minimum of 5' of cover over the crown of pipe. 10. Thrust blocks shall be constructed for all water lines at all angles, bends, branches, plugs and wherever else is necessary to prevent disruption of proper functioning of the line. 11. This project is subject to a Stormwater Permit issued by the Northampton DPW. The contractor shall comply with all conditions of the permit, including coordinating required inspections with DPW. 12. All drainage infrastructure, including dry wells and stone trenches, shall be inspected and approved by the Engineer at all critical stages before the work is buried. 13. Abandon existing sewer stub. Terminate pipe within tree belt between sidewalk and curb. Plug stub with brick and mortar. CONSTRUCTION DOCUMENTS 6/17/2019 - REVISED STORM DRAIN 7/09/2019 - DPW COMMENTS 7/12/2019 - DPW COMMENTS CMC 7/16/2019 - ISSUED FOR CONSTRUCTION 8/2/2019 - MINOR UTILITY REVISIONS 8/13/2019 - ADD TEMPORARY BENCHMARK L-601 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. 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, Inc. Design The 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. Land Surveying 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. c F:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN @ VILLAGE HILL NORTHAMPTON, MA May 28, 2019 AS NOTED JDS SITE DETAILS UNDISTURBED OR COMPACTED SUBGRADE NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. EXTEND GRAVEL 12" BEYOND EDGE OF PAVING WHERE ROAD IS NOT CURBED 2-1/2'' 12'' 1-1/2'' 12'' 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 2''±PRECAST CONCRETE PATIO PAVERS 12"X12", COLOR: LIGHT GREY, COMPACTED GRAVEL BASE 95% MIN. DENSITY 6''BROOM JOINTS WITH STONEDUST MIN.UNDISTURBED OR COMPACRTED SUBGRADE 1'' TYP. 8'' CAST IRON GRATE BY NYLOPLAST USA, INC. 8'' INLINE DRAIN BY NYLOPLAST USA, INC. OR APPROVED EQUAL 6" PVC DRAIN PIPE DRAIN AREA 20.3 S.I. CASTINGS SHALL BE RATED FOR LIGHT WHEEL TRAFFIC MATERIAL SHALL CONFORM TO ASTM A48-CLASS 30B CASTINGS SHALL BE PAINTED BLACK NOTES:0.51''6" PVC ELBOW OR TEE FOR CONTINUATION TO DOWNSTREAM DRAIN WALK-SEE PLAN FOR MATERIAL SLOPED RAMP SURFACE SEE PLAN FOR MATERIAL CURB TRANSITION CURB-6'' REVEAL SEE PLAN FOR MATERIAL12:1 MAX 6'' TYP. SEE PLA N FOR WID T H6'-0'' (MIN.) FLUSH WITH EDGE OF ROADWAYSLOPE 3' TYP. DETECTABLE WARNING STRIP PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGES CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH POLYETHYLENE FILLER SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK NOTE: 3/8'' PREMOLDED 8''2''2''COMPACTED SUBGRADE UNDISTURBED OR 4000 P.S.I. GRAVEL BASE, 95% MIN. DENSITY WIRE MESH WITH 6''x6''x10/10 4'' CONCRETE COMPACTED JOINT SEALANT & RETAINER RING JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS UNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20'**** CONCRETE THICKNESS SHALL BE INCREASED TO 6" WHERE SIDEWALK CROSSES A DRIVEWAY. 5x5 SQUARE HAND SPLIT POST W/ 1/2'' TOP CHAMFER8'-0'' O.C.4''42''NOTES: 1. ALL WOOD TO BE NORTHERN WHITE CEDAR 2. ALL HARDWARE, FASTENERS TO BE GALVANIZED 3. SET POSTS 3' - 6'' DEEP IN WELL-TAMPED GRAVEL BACKFILL MORTICED JOINT, TYP. 4'' SQUARE HAND SPLIT RAIL FINISHED GRADE 4''8''6''20''42''2-5/8x4 GALV. WOOD SCREWS EACH JOINT Bituminous Concrete Paving L.601 1 Not to Scale Concrete Pavers L.601 2 Not to Scale Concrete Walk L.601 3 Not to Scale Yard Drain L.601 4 Not to Scale Accessible Curb Ramp L.601 6 Not to Scale Split Rail Fence L.601 7 Not to Scale Drywell L.601 11 Not to Scale CLEAN OUT FRAME AND COVER NEENAH MODEL R-1791-A OR EQUAL WITH WORD SEWER IN 3" LETTERS 6" MIN. CONCRETE GRADING RING OR 2 LAYERS SEWER BRICK MORTARED IN PLACE 2" THREADED PLUG 45° PVC SDR35 BEND 3/4" CRUSHED STONE BACK FILL WITH SAND AROUND PIPE TO 2" BELOW TOP OF CLEAN OUT 8" MIN. 12" MIN. 2" FINISH GRADE - SEE PLAN FOR MATERIAL FLOW NOTES: 1. LOCATE CLEANOUT UP GRADIENT OF SWEEP. 2. ALL PVC PIPE SHALL BE SDR35. 3. PIPE SIZES SHALL BE 6". PVC SDR35 PIPE SWEEP COMPACTED SUBGRADE PVC SDR35 WYE Sanitary Clean-out L.601 8 Not to Scale 12'' MIN. OVERLAP SOIL SEPARATOR FABRIC COMPACTED SUBGRADE PERFORATED HDPE PIPE SEE PLAN FOR PIPE SIZE 36''48"12" MIN.3/4'' COMPACTED UNDISTURBED OR CRUSHED STONE AND PIPE INVERT BIT. CONC. DRIVE 12''4"-6" WASHED RIVER STONE Infiltration Trench L.601 12 Not to Scale Site Signage L.601 5 Not to Scale 18" TYP EXIT ONLY 18" x 18" x 2" THICK WOOD SIGN 3-1/2" TALL CARVED LETTERS 1/2" CARVED BORDER18" TYPENTER ONLY 4" x 4" WOOD PT POST, TYP. DRY WELL TO BE FLO WELL DRY WELL AS MANUFACTURED BY NDS.12"24" 3/4" CRUSHED STONE BACKFILL CONSTRUCTION DOCUMENTS 6/17/2019 - REVISED STORM DRAIN MIN.MIN. CEMENT CONCRETE 3000 PSI 95% MIN. DENSITY AS SPECIFIED 4'' SPECIFIED 6''ASMIN. 6''12''BASE AND BACKFILL, COMPACTED SUBGRADE UNDISTURBED OR COMPACTED GRAVEL MATERIAL VARIES, SEE PLAN GRANITE CURB, TYPE ''V'' AS DETAILED BITUMINOUS CONCRETE PAVING 6''Granite Curb L.601 9 Not to Scale 7/09/2019 - DPW COMMENTS 6" PVC CLEANOUT RISER 7/12/2019 - UPDATED PRICING SET CMC 7/16/2019 - ISSUED FOR CONSTRUCTION