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31C-017 FINAL VH-TRANSFORMATIONS-DEFINITIVE SHEETS-FULL_12.10.152JQPG Ä(CZ Ä#NNGP2NCEG0QTVJCORVQP/CUUCEJWUGVVU)TQWR+PE&GUKIP$GTMUJKTG6JG.CPFUECRG#TEJKVGEVWTG.CPF5WTXG[KPI2NCPPKPI%KXKN'PIKPGGTKPIPrepared by:June 9, 2015Sheet IndexDatePrepared for:DEFINITIVE SUBDIVISION PLANApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main Street$\HU0$¬OwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469.QECVKQP2NCP5ECNG.QECVKQP2NCP5ECNG'ZKUVKPI%QPFKVKQPU.QV2NCP'ZKUVKPI%QPFKVKQPU.C[QWV2NCP.QV2NCP&GVCKNU&GVCKNU2NCPVKPI2NCP2NCPCPF2TQHKNGU2NCPCPF2TQHKNGU2NCPCPF2TQHKNGU0QVGUCPF.GIGPF&GVCKNU)TCFKPI &TCKPCIG2NCP&GVCKNU'TQUKQP%QPVTQN2NCP1XGTCNN'ZKUVKPI5KVG1XGTCNN5KVG2NCP7VKNKV[2NCP.QV2NCP.QV2NCP2JQVQOGVTKE2NCP'TQUKQP%QPVTQN2NCP'TQUKQP%QPVTQN2NCP'TQUKQP%QPVTQN2NCP(rev. 09.30.15)SUMMIT OAKS%JGEM&CO.QECVKQPU6TCKN0GVYQTM2NCP(rev. 10.08.15)(rev. 12.10.15) RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV0QVGU .GIGPFApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finanace Agency99 High StreetBoston, MA 01469'TQUKQP 5GFKOGPVCVKQP%QPVTQN2NCP1. Erosion control measures shall be incorporated in the sequence of constructionto prevent sediment-laden runoff from leaving the site, and shall, where applicable,consist of at least the following procedures: a. A siltation fence along downslope construction boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes shall not exceed 3:1 and shall receive spread straw and/or seed and fertilizer as per plans. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation.2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification.3. Wherever haybale or silt fence filters are used, they shall be maintained in goodworking condition until ground cover is reestablished. Silt fence shall be periodicallycleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function.4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity.5. No siltation shall be allowed into any wetlands or buffer areas on site, and no erosion of any bank edge shall be allowed under any circumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover as per seedingspecifications or mulched if grading is to be delayed over winter. The downhilltoe-of-slope of all stockpiled soils shall be protected by staked haybales or silt fence.7. If any questions arise regarding erosion and sedimentation control measures, the Project Engineer shall be consulted immediately.8. The contractor shall make all required construction notification and apply for and obtain all necessary constructon permits. The contractor shall also pay all fees and post all bonds for the same and coordinate with the architect and engineer as required.1. The Boundary And Retracement Survey Depicted Hereon Was Obtained By Partial Field Surveys Conducted OnMultiple Dates Between August 18, 2006 And April 21, 2015 By The Berkshire Design Group, Inc.2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of Observable Monuments,Obtainable Plans And Deeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect TheLocus Property At The Time And Date Of The Partial Field Survey In Conjunction With The Original Delineation OfThe Parcels Part Of This Definitive Subdivision.3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. A Reasonable And DiligentAttempt Has Been Made To Observe Any Apparent, Visible Uses Of The Land; However, This Does Not Constitute AGuarantee That No Such Easements Exist.4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 Total StationWas Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was Used Having SubcentimeterAccuracy. All GNSS Data Is Post Processed With Rapid And Precise Ephemeris To Produce The Most Accurate ResultsPossible.5. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance Of Not More Than 1/10thOf The Plan Scale. Positional Tolerance Does Not Exceed Allowable Standards.6. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts State PlaneCoordinate System (NAD83).7. All elevations are based upon benchmarks provided by the City of Northampton engineering Departmentand refer to the North American Vertical Datum of 1988.8. Property lines are shown per monuments found.9. The locations of existing underground utilities are shown in an approximate way only based on available dataand all utilities may not be shown. Prior to construction, contractor shall call the 'Dig Safe Center' at1-800-322-4844 and have all utilities marked on the ground. The contractor shall be responsible for determiningthe exact location of all existing 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 locate and preserve any and allutilities.'ZKUVKPI%QPFKVKQPU0QVGU1. Underground utility infrastructure is compiled from as-built road information and is supplemented by fieldsurvey by Berkshire Design Group, Inc.2. Care shall be taken not to damage any items designated to remain; repair or replacement of damaged itemsdesignated 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 salvagable material shall be delivered by theContractor to storage areas designated by the Landscape Architect. Contractor shall remove all existingunsuitable materials from the site.4. The Contractor shall protect existing trees to remain in accordance with specifications and details.5. All topsoil shall be stripped from grass areas to be removed and stockpiled in an area designated by theOwner. 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 ofthe project, the Contractor shall remove all temporary fencing and barricades.7. All existing utility infrastructure located within the scope of work delineated by these Definitive SubdivisionPlans are intended to be removed, unless specifically identified to be maintained. All new lots are intended to beprovided with stubs for new utility installation.&GOQNKVKQP0QVGU1. Existing conditions and topography taken partly from field survey by Berkshire Design Group, Inc.2. All elevations are based upon benchmarks provided by the City of Northampton engineering Departmentand refer to the North American Vertical Datum of 1988.3. All sidewalks/walkways & wheelchair accessible ramps shall conform to ADA and the MassachusettsArchitectural Access Board's (AAB) requirements. Typical sidewalk/walkway cross-slope is 1.5%. In no case shallsidewalk/walkway cross-slope exceed 2.0%, nor shall the running slope exceed 5.0%. Slopes shall not exceed 2%across any accessible parking space or adjacent aisles. Notify Landscape Architect of any discreppancies.4. All materials and construction methods shall conform to the construction standards and specifications of theCity of Northampton and the Massachusetts Department of Public Works.5. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by theLandscape Architect prior to beginning work.6. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade.7. All new or adjusted catch basin rims in roadways or parking lots shall be set 1/2 inch below finished grade.8. Notify the Landscape Architect of any discrepancies prior to construction.)TCFKPI0QVGU2NCPVKPI0QVGU1. All lines or points are perpendicular or parallel to lines from 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 and alldiscrepancies to the Landscape Architect. All discrepancies shall be resolved in writing prior to beginning work.3. All areas disturbed from construction activity to be raked, smoothed, fertilized and seeded unless otherwisenoted.4. All new walks and surfaces to meet existing walks and surfaces with smooth, continuous line and grade.5. The Contractor shall not install concrete during adverse weather conditions (rain, sleet, etc.) unless otherwisedirected by the Landscape Architect..C[QWV0QVGU1. All nursery stock shall meet the horticultural standards of the American Association of Nurserymen as 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 new trees over 4" caliper to be guyed.7. All trees and shrubs to receive two (2) fertilizer packets as shown in details.8. Planting beds to receive 4 inch depth of bark mulch.9. All plant material shall be guaranteed for 2 years (two full growing seasons) after installation.10. 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.11. Planting layout shall be approved by the Landscape Architect prior to installation. 1. All sanitary line inverts are shown from centerline to centerline of sewer manhole. Contractor is responsiblefor providing a minimum 0.1' drop from inlet invert to outlet invert (2.0% channel) unless otherwise noted.2. Water mains and services shall have a minimum of 5' of cover and a maximum of 5.5' of cover unlessotherwise noted. Water mains and services shall have a minimum of 2' horizontal separation from the outside ofwall of any catch basin structure.3. All water services shall be one (1) inch copper (Type k).4. Water mains shall have thrust blocks constructed at all angles, bends, branches, plugs and wherever else isnecessary to prevent disruption of proper functioning of the line.5. All sanitary sewer services shall be six (6) inch PVC SDR35 and installed at 2.0% slope unless otherwise noted.Cleanouts at the right-of-way line shall be installed per Northampton DPW standards.6. Whenever sewers must cross under water mains, the sewer shall be laid at such an elevation that the top ofthe sewer is at least eighteen inches below the bottom of the water main.7. All utility stubs shall be extended beyond right-of-way a minimum horizontal distance equal to the depth ofthe utility (Depth of Cover:Distance Beyond ROW = 1:1) to facilitate future connection without underminingfinished bituminous pavement, concrete, or other structures. All utility stubs shall be extended a minimum of 5feet beyond right-of-way.8. Fire hydrant spacing shall confrom to national fire standards.7VKNKV[0QVGU9. This Sediment and Erosion Control Plan is a part of, and shall be used in conjunction with, the Stormwater Pollution Prevention Plan (SWPPP). All clearing, grading, drainage,10. The Contractor is responsible for scheduling a pre-construction meeting on site with theNorthampton DPW, Engineer, and other interested parties, at least one week prior to theconstruction, and development shall be conducted in strict accordance with the SWPPP.the start of any construction.Legend RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'ZKUVKPI5KVG1XGTCNNApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469I, CLERK OF THE CITY OF NORTHAMPTON,HEREBY CERTIFY THAT THE NOTICE OFAPPROVAL OF THIS PLAN BY THE PLANNINGBOARD HAS BEEN RECEIVED AND RECORDED ATTHIS OFFICE AND NO NOTICE OF APPEAL WASRECEIVED DURING THE NEXT TWENTY DAYSAFTER RECEIPT AND RECORDING OF SAIDNOTICE.DATE: ____________________CITY CLERKAPPROVED BY THE CITY OF NORTHAMPTONPLANNING BOARD:DATE: ____________________CHAIRPERSONPROJECT SITESHEET 2.2(1"=40')SHEET 2.1(1"=40')Legend RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'ZKUVKPI%QPFKVKQPUApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469I, CLERK OF THE CITY OF NORTHAMPTON,HEREBY CERTIFY THAT THE NOTICE OFAPPROVAL OF THIS PLAN BY THE PLANNINGBOARD HAS BEEN RECEIVED AND RECORDED ATTHIS OFFICE AND NO NOTICE OF APPEAL WASRECEIVED DURING THE NEXT TWENTY DAYSAFTER RECEIPT AND RECORDING OF SAIDNOTICE.DATE: ____________________CITY CLERKAPPROVED BY THE CITY OF NORTHAMPTONPLANNING BOARD:DATE: ____________________CHAIRPERSONSPECIMEN TREETYP. (SHADED)Notes1. The Boundary Retracement Survey Depicted Hereon WasObtained By A Partial Field Survey On June 30 and July 9-10,2014 By The Berkshire Design Group, Inc.2. The Purpose Of This Plan Is To Provide A Plan IllustratingThis Surveyors' Interpretation Of ConstructedImprovements, Observable Monuments, Obtainable PlansAnd Deeds Of Record, Witness Testimony, And Any OtherPlans And Deeds Which May Affect The Locus Property AtThe Time And Date Of The Partial Field Survey.3. This Plan Does Not Show Any Unrecorded Or UnwrittenEasements Which May Exist. A Reasonable And DiligentAttempt Has Been Made To Observe Any Apparent, VisibleUses Of The Land; However, This Does Not Constitute AGuarantee That No Such Easements Exist.4. This Plan And Survey Were Prepared Using ConventionalSurvey Methods. A Leica TCR405 Total Station Was UsedHaving An Accuracy Of 5" And 5 PPM.5. All Improvements Shown Hereon Have Been SpatiallyFixed To A Locational Tolerance Of Not More Than 1/10thOf The Plan Scale. Positional Tolerance Does Not ExceedAllowable Standards.6. The Basis Of Bearings, Azimuths, And The North ArrowShown Hereon Is Massachusetts State Plane CoordinateSystem. Elevations Are Referenced To The North AmericanVertical Datum of 1988.Legend RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'ZKUVKPI%QPFKVKQPUApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469I, CLERK OF THE CITY OF NORTHAMPTON,HEREBY CERTIFY THAT THE NOTICE OFAPPROVAL OF THIS PLAN BY THE PLANNINGBOARD HAS BEEN RECEIVED AND RECORDED ATTHIS OFFICE AND NO NOTICE OF APPEAL WASRECEIVED DURING THE NEXT TWENTY DAYSAFTER RECEIPT AND RECORDING OF SAIDNOTICE.DATE: ____________________CITY CLERKAPPROVED BY THE CITY OF NORTHAMPTONPLANNING BOARD:DATE: ____________________CHAIRPERSONSPECIMEN TREETYP. (SHADED) RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'TQUKQP%QPVTQN2NCP2*#5'+10.;ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469'TQUKQP 5GFKOGPVCVKQP%QPVTQN2NCP1. Erosion control measures shall be incorporated in the sequence of constructionto prevent sediment-laden runoff from leaving the site, and shall, where applicable,consist of at least the following procedures: a. A siltation fence along downslope construction boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes shall not exceed 3:1 and shall receive spread straw and/or seed and fertilizer as per plans. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation.2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification.3. Wherever haybale or silt fence filters are used, they shall be maintained in goodworking condition until ground cover is reestablished. Silt fence shall be periodicallycleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function.4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity.5. No siltation shall be allowed into any wetlands or buffer areas on site, and no erosion of any bank edge shall be allowed under any circumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover as per seedingspecifications or mulched if grading is to be delayed over winter. The downhilltoe-of-slope of all stockpiled soils shall be protected by staked haybales or silt fence.7. If any questions arise regarding erosion and sedimentation control measures, the Project Engineer shall be consulted immediately.8. The contractor shall make all required construction notification and apply for and obtain all necessary constructon permits. The contractor shall also pay all fees and post all bonds for the same and coordinate with the architect and engineer as required.9. This Sediment and Erosion Control Plan is a part of, and shall be used in conjunction with, the Stormwater Pollution Prevention Plan (SWPPP). All clearing, grading, drainage,10. The Contractor is responsible for scheduling a pre-construction meeting on site with theNorthampton DPW, Engineer, and other interested parties, at least one week prior to theconstruction, and development shall be conducted in strict accordance with the SWPPP.the start of any construction.This project requires coverage under the EPA NPDES GeneralPermit for Stormwater Discharges from Construction Activities.Contractor and Owner are responsible for finalizing a StormwaterPollution Prevention Plan (SWPPP) and filing for the NDPES permitprior to the start of construction. All work shall conform to therequirements of the Permit for this project. All clearing, grading,drainage, construction, and development shall be conducted instrict accordance with the SWPPP.02&'52GTOKVThe following is intended to provide a general sequence ofconstruction activities. A final sequencing plan will be preparedand submitted by the contractor selected for construction.1. Delineate the approximate limits of Phase I in the field.2. Install erosion control barrier, inlet protection and tracking padas required.3. Clear and grub vegetation slated for removal within Phase I only.4. Excavate and rough grade. Excess soils to be stockpiled withinlimits of Phase III as shown. Protect all soil stockpiles with erosioncontrol barrier at the toe of the slope. All stockpiles to be coveredwith temporary seed cover.5. Install new stormwater drainage system as shown up to newoutlet. Modifications to the existing outlet control structure is alsoincluded with this phase.6. Rough and fine grade for roadways and sidewalks.7. Install final paving, concrete, and other surfaces andimprovements as shown within the right-or-way.8. Construct single-family homes and duplexes including drivewaysand drywells within limits of Phase I.)GPGTCN5GSWGPEGQH%QPUVTWEVKQPSPECIESConstruction Tolerance* (1-good, 2-fair, 3-poor)Quercus rubra (Northern Red Oak)1Quercus alba (White Oak)1Fagus sylvatica (European Beech)3Picea abies (Norway Spruce)1Acer rubrum (Red Maple)2*References:Hawkins, David and Ackerson, George; Tree Inventory for Village Hill; 2003.Louks, Pamela; Tree species and their Tolerance to Construction Stress; Indiana DNR, Community& Urban Forestry Program.6TGG%QPUVTWEVKQP6QNGTCPEGSPECIFIC TREE PROTECTION LIMITS SHOWN ON THE PLAN REFLECT CONSIDERATION FOR THECONSTRUCTION TOLERANCE OF EACH TREE SPECIES (see below) COMBINED WITH THEEXTENT/TYPE OF WORK PROPOSED AROUND EACH TREE.FOR EXAMPLE, MINOR SURFACE GRADING VS. DEEP TRENCHING RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'TQUKQP%QPVTQN2NCP2*#5'++10.;ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469'TQUKQP 5GFKOGPVCVKQP%QPVTQN2NCP1. Erosion control measures shall be incorporated in the sequence of constructionto prevent sediment-laden runoff from leaving the site, and shall, where applicable,consist of at least the following procedures: a. A siltation fence along downslope construction boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes shall not exceed 3:1 and shall receive spread straw and/or seed and fertilizer as per plans. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation.2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification.3. Wherever haybale or silt fence filters are used, they shall be maintained in goodworking condition until ground cover is reestablished. Silt fence shall be periodicallycleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function.4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity.5. No siltation shall be allowed into any wetlands or buffer areas on site, and no erosion of any bank edge shall be allowed under any circumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover as per seedingspecifications or mulched if grading is to be delayed over winter. The downhilltoe-of-slope of all stockpiled soils shall be protected by staked haybales or silt fence.7. If any questions arise regarding erosion and sedimentation control measures, the Project Engineer shall be consulted immediately.8. The contractor shall make all required construction notification and apply for and obtain all necessary constructon permits. The contractor shall also pay all fees and post all bonds for the same and coordinate with the architect and engineer as required.9. The proposed stormwater detention basins shall be contructed to serve as erosion control and sediment basins during construction in order to prevent sediment from leaving the Site.The basins should be constructed prior to roadway construction. The sedimentthat accumulates in the basins shall be fully removed so that natural soil is exposed. Prior to construction, a dewatering and spill prevention plan shall be prepared to address construction conditions.10. This Sediment and Erosion Control Plan is a part of, and shall be used in conjunction with, the Stormwater Pollution Prevention Plan (SWPPP). All clearing, grading, drainage,11. The Contractor is responsible for scheduling a pre-construction meeting on site with theNorthampton DPW, Engineer, and other interested parties, at least one week prior to theconstruction, and development shall be conducted in strict accordance with the SWPPP.the start of any construction.This project requires coverage under the EPA NPDES GeneralPermit for Stormwater Discharges from Construction Activities.Contractor and Owner are responsible for finalizing a StormwaterPollution Prevention Plan (SWPPP) and filing for the NDPES permitprior to the start of construction. All work shall conform to therequirements of the Permit for this project. All clearing, grading,drainage, construction, and development shall be conducted instrict accordance with the SWPPP.02&'52GTOKVThe following is intended to provide a general sequence ofconstruction activities. A final sequencing plan will be preparedand submitted by the contractor selected for construction.1. Delineate the approximate limits of Phase II in the field.2. Install erosion control barrier, inlet protection and tracking padas required.3. Clear and grub vegetation slated for removal within Phase IIonly.4. Excavate and rough grade. Excess soils to be stockpiled withinapproved areas only. Protect all soil stockpiles with erosion controlbarrier at the toe of the slope. All stockpiles to be covered withtemporary seed cover.5. Install new stormwater drainage system as shown to connectionwith installed system.6. Rough and fine grade for roadways and sidewalks.7. Install final paving, concrete, and other surfaces andimprovements as shown within the right-or-way.8. Construct single-family homes and duplexes including drivewaysand drywells within limits of Phase II.)GPGTCN5GSWGPEGQH%QPUVTWEVKQPSPECIESConstruction Tolerance* (1-good, 2-fair, 3-poor)Quercus rubra (Northern Red Oak)1Quercus alba (White Oak)1Fagus sylvatica (European Beech)3Picea abies (Norway Spruce)1Acer rubrum (Red Maple)2*References:Hawkins, David and Ackerson, George; Tree Inventory for Village Hill; 2003.Louks, Pamela; Tree species and their Tolerance to Construction Stress; Indiana DNR, Community& Urban Forestry Program.6TGG%QPUVTWEVKQP6QNGTCPEGSPECIFIC TREE PROTECTION LIMITS SHOWN ON THE PLAN REFLECT CONSIDERATION FOR THECONSTRUCTION TOLERANCE OF EACH TREE SPECIES (see below) COMBINED WITH THEEXTENT/TYPE OF WORK PROPOSED AROUND EACH TREE.FOR EXAMPLE, MINOR SURFACE GRADING VS. DEEP TRENCHING RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'TQUKQP%QPVTQN2NCP2*#5'+++10.;ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469'TQUKQP 5GFKOGPVCVKQP%QPVTQN2NCP1. Erosion control measures shall be incorporated in the sequence of constructionto prevent sediment-laden runoff from leaving the site, and shall, where applicable,consist of at least the following procedures: a. A siltation fence along downslope construction boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes shall not exceed 3:1 and shall receive spread straw and/or seed and fertilizer as per plans. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation.2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification.3. Wherever haybale or silt fence filters are used, they shall be maintained in goodworking condition until ground cover is reestablished. Silt fence shall be periodicallycleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function.4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity.5. No siltation shall be allowed into any wetlands or buffer areas on site, and no erosion of any bank edge shall be allowed under any circumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover as per seedingspecifications or mulched if grading is to be delayed over winter. The downhilltoe-of-slope of all stockpiled soils shall be protected by staked haybales or silt fence.7. If any questions arise regarding erosion and sedimentation control measures, the Project Engineer shall be consulted immediately.8. The contractor shall make all required construction notification and apply for and obtain all necessary constructon permits. The contractor shall also pay all fees and post all bonds for the same and coordinate with the architect and engineer as required.9. The proposed stormwater detention basins shall be contructed to serve as erosion control and sediment basins during construction in order to prevent sediment from leaving the Site.The basins should be constructed prior to roadway construction. The sedimentthat accumulates in the basins shall be fully removed so that natural soil is exposed. Prior to construction, a dewatering and spill prevention plan shall be prepared to address construction conditions.10. This Sediment and Erosion Control Plan is a part of, and shall be used in conjunction with, the Stormwater Pollution Prevention Plan (SWPPP). All clearing, grading, drainage,11. The Contractor is responsible for scheduling a pre-construction meeting on site with theNorthampton DPW, Engineer, and other interested parties, at least one week prior to theconstruction, and development shall be conducted in strict accordance with the SWPPP.the start of any construction.This project requires coverage under the EPA NPDES GeneralPermit for Stormwater Discharges from Construction Activities.Contractor and Owner are responsible for finalizing a StormwaterPollution Prevention Plan (SWPPP) and filing for the NDPES permitprior to the start of construction. All work shall conform to therequirements of the Permit for this project. All clearing, grading,drainage, construction, and development shall be conducted instrict accordance with the SWPPP.02&'52GTOKVThe following is intended to provide a general sequence ofconstruction activities. A final sequencing plan will be preparedand submitted by the contractor selected for construction.1. Delineate the approximate limits of Phase III in the field.2. Install erosion control barrier, inlet protection and tracking padas required.3. Clear and grub vegetation slated for removal within Phase IIIonly.4. Excavate and rough grade. Soils from previous stockpile areas tobe spread within limits of Phase III. Protect stockpiles with erosioncontrol barrier at the toe of the slope. All stockpiles to be coveredwith temporary seed cover.5. Install new stormwater drainage system as shown up to newconnection points.6. Rough and fine grade for roadways and sidewalks.7. Install final paving, concrete, and other surfaces andimprovements as shown within the right-or-way.8. Construct co-housing units and common house includingsidewalks and drywells within limits of Phase III.)GPGTCN5GSWGPEGQH%QPUVTWEVKQPSPECIESConstruction Tolerance* (1-good, 2-fair, 3-poor)Quercus rubra (Northern Red Oak)1Quercus alba (White Oak)1Fagus sylvatica (European Beech)3Picea abies (Norway Spruce)1Acer rubrum (Red Maple)2*References:Hawkins, David and Ackerson, George; Tree Inventory for Village Hill; 2003.Louks, Pamela; Tree species and their Tolerance to Construction Stress; Indiana DNR, Community& Urban Forestry Program.6TGG%QPUVTWEVKQP6QNGTCPEGSPECIFIC TREE PROTECTION LIMITS SHOWN ON THE PLAN REFLECT CONSIDERATION FOR THECONSTRUCTION TOLERANCE OF EACH TREE SPECIES (see below) COMBINED WITH THEEXTENT/TYPE OF WORK PROPOSED AROUND EACH TREE.FOR EXAMPLE, MINOR SURFACE GRADING VS. DEEP TRENCHING RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV'TQUKQP%QPVTQN2NCP2*#5'+810.;ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469'TQUKQP 5GFKOGPVCVKQP%QPVTQN2NCP1. Erosion control measures shall be incorporated in the sequence of constructionto prevent sediment-laden runoff from leaving the site, and shall, where applicable,consist of at least the following procedures: a. A siltation fence along downslope construction boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment-laden runoff from entering drainage system. c. New or regraded slopes shall not exceed 3:1 and shall receive spread straw and/or seed and fertilizer as per plans. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation.2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification.3. Wherever haybale or silt fence filters are used, they shall be maintained in goodworking condition until ground cover is reestablished. Silt fence shall be periodicallycleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function.4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity.5. No siltation shall be allowed into any wetlands or buffer areas on site, and no erosion of any bank edge shall be allowed under any circumstances.6. Soil stockpiles shall be shaped and seeded with temporary cover as per seedingspecifications or mulched if grading is to be delayed over winter. The downhilltoe-of-slope of all stockpiled soils shall be protected by staked haybales or silt fence.7. If any questions arise regarding erosion and sedimentation control measures, the Project Engineer shall be consulted immediately.8. The contractor shall make all required construction notification and apply for and obtain all necessary constructon permits. The contractor shall also pay all fees and post all bonds for the same and coordinate with the architect and engineer as required.9. The proposed stormwater detention basins shall be contructed to serve as erosion control and sediment basins during construction in order to prevent sediment from leaving the Site.The basins should be constructed prior to roadway construction. The sedimentthat accumulates in the basins shall be fully removed so that natural soil is exposed. Prior to construction, a dewatering and spill prevention plan shall be prepared to address construction conditions.10. This Sediment and Erosion Control Plan is a part of, and shall be used in conjunction with, the Stormwater Pollution Prevention Plan (SWPPP). All clearing, grading, drainage,11. The Contractor is responsible for scheduling a pre-construction meeting on site with theNorthampton DPW, Engineer, and other interested parties, at least one week prior to theconstruction, and development shall be conducted in strict accordance with the SWPPP.the start of any construction.This project requires coverage under the EPA NPDES GeneralPermit for Stormwater Discharges from Construction Activities.Contractor and Owner are responsible for finalizing a StormwaterPollution Prevention Plan (SWPPP) and filing for the NDPES permitprior to the start of construction. All work shall conform to therequirements of the Permit for this project. All clearing, grading,drainage, construction, and development shall be conducted instrict accordance with the SWPPP.02&'52GTOKVThe following is intended to provide a general sequence ofconstruction activities. A final sequencing plan will be preparedand submitted by the contractor selected for construction.1. Delineate the approximate limits of Phase IV in the field.2. Install erosion control barrier, inlet protection and tracking padas required.3. Clear and grub vegetation slated for removal within Phase IVonly.4. Excavate and rough grade. Excess soils to be stockpiled withinlimits of Phase IV as shown. Protect all soil stockpiles with erosioncontrol barrier at the toe of the slope. All stockpiles to be coveredwith temporary seed cover.5. Install new stormwater drainage system as shown up to newconnection points.6. Rough and fine grade for roadways and sidewalks.7. Install final paving, concrete, and other surfaces andimprovements as shown within the right-or-way.8. Construct single-family homes and duplexes including drivewaysand drywells within limits of Phase IV.)GPGTCN5GSWGPEGQH%QPUVTWEVKQPSPECIESConstruction Tolerance* (1-good, 2-fair, 3-poor)Quercus rubra (Northern Red Oak)1Quercus alba (White Oak)1Fagus sylvatica (European Beech)3Picea abies (Norway Spruce)1Acer rubrum (Red Maple)2*References:Hawkins, David and Ackerson, George; Tree Inventory for Village Hill; 2003.Louks, Pamela; Tree species and their Tolerance to Construction Stress; Indiana DNR, Community& Urban Forestry Program.6TGG%QPUVTWEVKQP6QNGTCPEGSPECIFIC TREE PROTECTION LIMITS SHOWN ON THE PLAN REFLECT CONSIDERATION FOR THECONSTRUCTION TOLERANCE OF EACH TREE SPECIES (see below) COMBINED WITH THEEXTENT/TYPE OF WORK PROPOSED AROUND EACH TREE.FOR EXAMPLE, MINOR SURFACE GRADING VS. DEEP TRENCHING RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV1XGTCNN5KVG2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469<QPKPI5WOOCT[MIN. WIDTHMIN. LOT AREAMIN. FRONTAGEMIN. DEPTHMIN. FRONT YARDMIN. SIDE YARDMIN. REAR YARDMAX. BLDG. HT.PROJECT OPEN SPACE)70 FT40 FT40%40 FT70%+0 SF0 FT0 FT0 FT0 FT0 FTPLANNED VILLAGEREQUIRED6)0 FT)7)7)7)7PROPOSEDDISTRICT&'8'.12/'0657//#4;CO-HOUSING UNITSLOTS CREATEDSINGLE-FAMILYDUPLEXESTOTAL2329231561BLDGS32233085UNITS RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV4QCF.C[QWV2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469 RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV)TCFKPI &TCKPCIG2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469STRUCTURE IDRIMI. IN.I. OUTAD#1229.50226.50AD#2229.50226.50AD#3228.75225.75225.75AD#4226.75223.75223.75AD#5226.75223.75223.75AD#6226.50222.55222.55AD#7227.00224.25224.25AD#8228.00224.75224.75AD#9227.75225.00225.00AD#10228.75225.75AD#11228.75225.75AD#12228.75226.00AD#13228.75226.00AD#14227.75225.50225.50AD#15226.75222.00222.00AD#16226.75224.00224.00AD#17226.75222.00222.00AD#18226.75223.75223.75AD#19228.00225.00AD#20229.00226.00AD#21228.80223.25AD#22228.00221.30222.30CB#1227.10224.00CB#2227.17224.00CB#3226.00222.50CB#4227.08221.00CB#5203.00200.30CB#6208.00206.00CB#7205.50203.00CB#8206.50204.00DMH#1227.22223.00 (2) NW222.50222.75 (1) SWDMH#2227.71222.35 (3)222.25223.50 (1) CB#2DMH#3227.00220.40 (2)220.30DMH#4226.10220.00 (2)219.90DMH#5227.28218.50 (1)W218.40220.50 (3) SW/NWDMH#6227.04218.00 (3)217.90DMH#7208.40198.47 (2) N198.37205.18 (1) EDMH#8213.10210.00 (1) W196.50196.72 (1) NDMH#9211.40198.20 (1) NW198.10200.50 (1) SDMH#10207.00194.38194.28DMH#11206.95202.75 (2) E, S202.65SWTC #1211.10197.90197.80AD = AREA DRAINCB = CATCH BASINDMH = DRAIN MANHOLESWTC = STORMWATER TREATMENTCHAMBER = BORING LOCATION = TEST PIT LOCATION RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV7VKNKV[2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469 RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV2JQVQOGVTKE2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 014696[RKECN5VTGGV.KIJV#U0QVGF RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV4QCFYC[2NCP 2TQHKNGIndex Plan Scale 1"=400'1.#0&'441#&Ä2.#05ECNG5ECNG*QT\8GTV1.#0&'441#&Ä241(+.'ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main Street$\HU0$¬OwnerHospital Hill Development, LLCc/o MA Development FinanceAgency99 High StreetBoston, MA 014696.16.2C.O. = FLUSH CURB OPENING RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV4QCFYC[2NCP 2TQHKNG1.#0&'441#&Ä2.#05ECNG5ECNG*QT\8GTV1.#0&'441#&Ä241(+.'ApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main Street$\HU0$¬OwnerHospital Hill Development, LLCc/o MA Development FinanceAgency99 High StreetBoston, MA 0146924+8#6'&4+8'Ä2.#05ECNG24+8#6'&4+8'Ä241(+.'5ECNGC.O. = FLUSH CURB OPENING Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying &'(+0+6+8'2.#0 CV 2NCPVKPI2NCP Applicant Energy Positive Homes, LLC c/o Transformations, Inc. 323 West Main Street $\HU0$¬ Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469 PLANT LIST KEY LATIN COMMON SIZE NOTES Quercus robur English Oak 3" cal.QR Crataegus punctata 'Ohio Pioneer'Ohio Pioneer HawthornCP Malus 'Profusion 'Flowering Crabapple purple-redMF HA CS Carex stricta Tussock Sedge CK Cornus kousa Kousa Dogwood 2.5"-3" cal. OC Osmunda cinnamomeae Shade Trees Typical Swale Plantings (see below) 1 gallon 1 gallon 1 gallon Ulmus americana "Valley Forge" Valley Forge Elm 3" cal.UA Small Flowering Trees Malus 'Golden Raindrops'Flowering Crabapple whiteMC 2.5"-3" cal. 2.5"-3" cal. 2.5"-3" cal. Helianthus angustifolius Cinnamon Fern Swamp Sunflower TYPICAL ROADSIDE SWALE PLANTING* HA CS OC HA OC CS LOAM & SEEDLOAM & SEED1. In LID and/or shared or yield streets developments, smaller trees or shrubs may be incorporated as part of bioretention areas or swales that exist within the tree belt. 2. If pursuing a LID plan, tree belts may also include bioretention areas or other vegetated stormwater BMPs. Bioretention areas should utilize noninvasive species and species that can tolerate cycles of drought and inundation. Bioretention areas should also utilize Massachusetts stormwater management standards as well as vegetation that is not on any Massachusetts invasive plant list. SCALE 1'=10' FLUSH CURB OPENING. TYPICAL CHECK DAM, TYP. Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying &'(+0+6+8'2.#0 CV &GVCKNU 6[RKECN4QCF%TQUU5GEVKQP 0QVVQ5ECNG Applicant Energy Positive Homes, LLC c/o Transformations, Inc. 323 West Main Street $\HU0$¬ Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469 9GV$QVVQO5YCNG&GVCKNU 0QVVQ5ECNG 2NCP 5GEVKQPCVHNWUJEWTDKPNGVU 5VQPG%JGEM&COFGVCKNU 'NGXCVKQPCVHNWUJEWTDKPNGVU 5GGUJGGVHQTEJGEMFCONQECVKQPFGVCKN Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying &'(+0+6+8'2.#0 CV &GVCKNU (KTG*[FTCPV 0QVVQ5ECNG 6[RKECN7VKNKV[6TGPEJ 0QVVQ5ECNG 6JTWUV$NQEM 0QVVQ5ECNG &WEV$CPM 0QVVQ5ECNG %QPETGVG9CNM 0QVVQ5ECNG )TCPKVG%WTD 0QVVQ5ECNG 5GYGT/CPJQNG 5/* 0QVVQ5ECNG $KV%QPE9CNM&TKXGYC[#RTQP 0QVVQ5ECNG )TCXGN2CVJ 0QVVQ5ECNG %CVEJ$CUKP %$ 0QVVQ5ECNG &TCKPCIG/CPJQNG &/* 0QVVQ5ECNG WALK THICKNESS AT ALL DRIVEWAY CROSSINGS SHALL BE INCREASED TO 6". Applicant Energy Positive Homes, LLC c/o Transformations, Inc. 323 West Main Street $\HU0$¬ Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469 Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying &'(+0+6+8'2.#0 CV &GVCKNU 'TQUKQP%QPVTQN$CTTKGT 0QVVQ5ECNG 6[RKECN6TGG2NCPVKPI 0QVVQ5ECNG 6[RKECN5VTGGV.KIJV #U0QVGF 6[RKECN6TGG2TQVGEVKQP 0QVVQ5ECNG 5VTGGV2TKPV&WTCVJGTO%TQUUYCNM 0QVVQ5ECNG Applicant Energy Positive Homes, LLC c/o Transformations, Inc. 323 West Main Street $\HU0$¬ Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469 )CVG8CNXG PQVVQUECNG 5" MIN. COVER TO METER VALVE BOX NORTHAMPTON STD. CURB STOP NORTHAMPTON STD. COPPER TYPE-K WATER SERVICE CORPORATION STOP DUCTILE IRON WATER MAIN FINISH GRADE FINISH GRADE FILL, PER COMPACTED NORTHAMPTON STD. SAND BEDDING WATER SERVICE TRENCH SECTION 3" 5CPKVCT[)TQWPF%NGCPQWV PQVVQUECNG #EEGUUKDNG%WTD%WV PQVVQUECNG 6TCEMKPI2CF PQVVQUECNG /QFKHKGF1WVNGV%QPVTQN5VTWEVWTG PQVVQUECNG #TGC&TCKP PQVVQUECNG Revisions Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Land Surveying &'(+0+6+8'2.#0 CV &GVCKNU Applicant Energy Positive Homes, LLC c/o Transformations, Inc. 323 West Main Street $\HU0$¬ Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469$QCTFYCNM PQVVQUECNG &T[9GNN PQVVQUECNG 2" 12" MAX 8" MIN 48" 42"42" 2& 8' 2.#0 '.'8#6+10 5'%6+10 $QWNFGT4GVCKPKPI9CNN 0QVVQ5ECNG 5VQPG&TKR5VTKR 0QVVQ5ECNG 2'-0''5' MIN.FLAT AR E A BACK OF WALK GRANITE CURB RADIUS, TYP. STREET TO FLAT AREA RAMPED SECTION FROM STREET/CURB LINE BIT. CONC. DRIVEWAY, SEE PLAN FOR WIDTH FLUSH WITH TOP OF CURB 6" THICK CONCRETE WALK CONC. WALK GRASS/SWALE AREA 4" THICK SEE DETAIL 1/8.2 5KFGYCNMCV&TKXGYC[%WTD%WVU 0QVVQ5ECNG 6'' GRAVEL BASE COMPACTED BACKFILL UNDISTURBED OR %<3,3(6,=( FLOW 6'' MIN. RIPRAP BLANKET FLOW 10' MIN. HDPE DRAINAGE PIPE; SIZE VARIES (SEE PLAN) STONE/RIP RAP BLANKET HDPE FLARED END OUTLET SECTION PLAN SIDE ELEVATION (NCTGF'PF1WVNGV 0QVVQ5ECNG %JGEM&CO.QECVKQPUApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469 RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV6TCKN0GVYQTM2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetǇĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469EXISTINGGRAVEL PATHNEW COMPACTED8' W GRAVEL PATHOVER EX. ROADBED.SEE DETAIL 9/8.2EXTEND PATHTO PROP. LINETRAILHEAD MARKEDW/ SIGNAGE ANDBOULDERS, TYP.NEW 8' W ASPHALTPATH OVER EX.ROADBED. SEERIGHT INSET.NEW 8' W ASPHALTPATH. SEE LEFT FORCONTINUATION.SEE DETAIL 8/8.2NEW 8' W ASPHALTPATH OVER EXISTINGROADBED.SEE DETAIL 8/8.2APPROX. 100 LF OF8' W/ BOARDWALKWITHIN DRIP LINE(S)OF BEECH TREES.SEE DETAIL 1/8.4NEW 8' W ASPHALTPATH TO CONNECTTO EXISTING PATHSEE DETAIL 8/8.2EX. GRAVEL PATHTO REMAIN8% MAX. GRADE(APPROX. 175 LF)EXISTING TRAILEXISTING TRAILNEW TRAIL CONNECTION.SEE ABOVENEW TRAIL CONNECTION.SEE LEFTNEW 8' WIDEASPHALT PATH.SEE DETAIL 8/8.2FUTURE CONNECTIONTO MEMORIAL PARKFUTURE CONNECTIONTO MEMORIAL PARKPOTENTIAL FUTUREHIKING TRAIL