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Aug 10 Site Plan Revised_UnsignedE MH MH MH MH S 3" Deciduous 6" Conifer 12" Deciduous 44" Locust "Goggins" Sign "No Parking" Sign D S S S 20" Locust 1 1/4"IP UP 0.6' 3" Deciduous 3" Deciduous "GACCO WATER" Cover Water Valve D DD SSS SSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S SGGGGGG6"PLASTIC GGGGGGGGGGGGGGGGGG4 "H P GA SDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DD DD DD DD D D D D D DD 10" Deciduous 18" Maple 18" Maple 24" Locust 10" Hardwood12" Hardwood 16" Hardwood OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 22" Locust OHWOHWOHWOHW18/18/10/10" Locust OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWA/C UnitWood Fence "Reserved" Sign "Reserved" Sign DMH (Previous Survey- Currently Not Visible) Rim:??Not Seen(136.88') Inv. 8"PVC(NE):128.1' Inv. 8"PVC(N):128.6' Inv. 8"PVC(SW):128.0' SMH Rim:135.14' Water Valve Cedar R o w Vent Pipe Parking Meters TBM=Top Spindle Of Hydrant EL=137.83' #79 1 Story Brick Commercial Building Concr et e R a m p / Metal R aili n g s CB Rim:137.29' Inv. In:132.9' Inv.Out:132.5' Sump:132.4'±<< 8"PVC<< 8"P V C CB Rim:137.03' Inv. Out:133.65' Sump:133.6'± R.D.<< 8"PV C KING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH Now Or Formerly Massachusetts Electric Company King Street Northampton, Massachusetts 01060 PID: 24D-330-001 Deed Book 1605, Page 375 Plan Book 79, Page 10 Now Or Formerly The Roman Catholic Bishop Of Springfield "ST. Elizabeth Ann Seton Parish" 91 King Street Northampton, Massachusetts 01060 PID: 31B-192-001 Deed Book 424, Deed 252 No Plan Referenced Now Or Formerly 71 King Condominium 71 King Street Northampton, Massachusetts 01060 PID: 32A-121-001, 32A-121-002 & 32A-121-003 Deed Book 2852, Page 185 Plan Book 5, Page 30 E D 8" Stump 30" Stump MH Rim:137.58' MH Rim:138.21' MH Rim:138.07' MH Rim:137.59' CB Rim:136.72' CB Rim:136.52' CB Rim:136.92' Bituminous Concrete Bituminous Concrete Bitumin o u s C u r b Bitumin o u s C u r b Light Pole Light Pole Light Pole Light Pole Light Pole PIL in 6"x6" Stone Bound Flush (Previously Located) Bitumi n o us C ur b Bitumi n o us C ur b Lawn Lawn Lawn Lawn Lawn Lawn Bituminous ConcreteBi tum inou s Conc re te B ikepa th N 58° 4 5' 5 5" E 350.4 0' R: 2124.00' L: 75.50' D: 2°02'12" CHD: S 28°07'55" E 75.50' Light Pole Bituminous Curb Drill Hole in 6"x6" Stone Bound Bitumi n o us C o ncr ete Bituminous Concrete Concrete Pavers Gran i te Cu rbMeta l FenceFF(Carpet) EL=138.46' FF(Metal Threshold) EL=138.41 S 50°32'54" W 163.00'S 49°35'54" W 194.79'Bituminous Curb SMH Rim:134.40' SMH Rim:134.38' SMH Rim:133.32' DMH Rim:134.03' SMH Water Valve Monitoring Well (Previous Survey) Edge Of P a v e m e n tMeta l Fen ce<< 6"PVC<< 6"PVCConcre te Ap ron Concre te Ap ron Conc re te Ap ron Evergreen Shrub Row R: 1175.00' L: 129.99' D: 6°20'19" CHD: N 28°00'17" W 129.93' Bituminous Concrete Bituminous Concrete Stone Post Plantings Plantings Plan t ing s R.D. R.D. R.D. Bollard Bollard Bollard Bollard Edge Of Pavement HP Switch Concr et e W alk ADA Pad Bitumi n o u s C ur b Concr et e C ur b Bi t . Cu rb Concre t e Walk Bi t . Cu rb Monitoring Well (Previous Survey)<< 8"P V C << 8"P V C << 8"PVC134.62' 136.50' 137.07' 137.79' 138.03' 136.84' 135.96' 135.08' 132.76' 131.42' 130.85' 134.80' 133.67' 135.32' 135.07' 136.83' 136.69' 136.79' 136.89' 137.09' 137.27' 138.08' 138.34' 139.22' 139.28' 139.02' 138.62' 137.32' 136.95' 134.82' 134.80' 134.66' D D36"R C P > > 118.7'118.3 ' 1 1 8 . 2 '1371 3 8 1 3 7 136 1371 3 6 134135136137132133137.8 137.7 137.5 137.5 136.9 136.6 136.5 136.5 136.5 138.3 138.3 138.3 TTTTTTTTTTTTTTT TTTTTTTTTTTTTTT TTT T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E EEEEEEEEEEEEEEEEEEEE EE E E Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS EXISTING CONDITIONS PLAN LC-100 0 402010 60 Notes 1. The Record Conditions And Boundary Retracement Survey Depicted Hereon Was Obtained By Field Surveys Performed Between June 2011 And June 2021 By The Berkshire Design Group, Inc. 2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of Constructed Improvements, Natural Features, Observable Monuments, Obtainable Plans And Deeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect The Locus Property At The Time And Date Of The Partial Field Survey. 3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. A Reasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses Of The Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist. 4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was Used Having Subcentimeter Accuracy. 5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts State Plane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is From An Assumed Datum. Owner Of Record Patrick M. Goggins 79 King Street Northampton, Massachusetts 01060 PID: 31B-216-001 Deed Book 3310, Page 232 No Plan Referenced The Location Of All Underground Utilities Shown Are Approximate And Are Based Upon A Field Survey And Compilation Of Plans Of Record. Berkshire Design Group, Inc. Does Not Warranty The Location Of All Utilities Depicted. Only Record Information Provided By The Respective Utility Owner And Independently Verified By Berkshire Design Group, Inc. Is Shown Hereon. The Contractor, Engineer, Or Architect Prior To Commencement Of Construction or Design, Shall Verify The Location Of All Utilities And Contact Dig Safe At 1-888-344-7233. LOCUS PLAN - Not To Scale Map Data © Mass GIS 2021 * E MH MH MH MH S 3" Deciduous 6" Conifer 12" Deciduous 44" Locust D S S S 20" Locust 3" Deciduous 3" Deciduous 10" Deciduous 18" Maple 18" Maple 24" Locust 10" Hardwood12" Hardwood 16" Hardwood OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 22" Locust OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHWOHW OHWOHWOHWOHWOHW OHWOHW OHWOHW OHW OHW OHW OHW OHWOHW OHW OHW 18/18/10/10" Locust OHW OHWOHWOHW OHW OHW OHWOHWOHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHW OHW OHW OHWOHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHWOHWOHWOHW OHW OHWOHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHWOHW OHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW Cedar R o w #79 1 Story Brick Commercial Building KING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH E D 8" Stump 30" Stump Evergreen Shrub Row 1371 3 8 1 3 7 136 1371 3 6 134135136137132133 EXISTING BITUMINOUS PARKING LOT TO BE REMOVED REMOVE EX. CATCH BASIN REMOVE LIGHT POLE & BASE REMOVE LIGHT POLE & BASE UTILITY POLE TO REMAIN. EX. SERVICE TO BE DISCONNECTED. REMOVE HEDGEROW BUILDING TO BE DEMOLISHED REMOVE DRAIN MANHOLE. OUTLET PIPE TO BE PLUGGED AT PROPERTY LINE PER DPW REQ. REMOVE SANITARY MANHOLE. OUTLET PIPE TO BE PLUGGED AT PROPERTY LINE PER DPW REQ. PROTECT HYDRANT TO REMAIN REMOVE CURBING, TYP. REMOVE/SALVAGE EX. CURB STONE. REINSTALL AT REVISED OPENING. REMOVE EX. CONCRETE CURB RAMP. EX. WATER SERVICE TO BE CUT & CAPPED PER DPW REQ. SHUT OFF TO REMAIN TREES TO REMAIN. PROVIDE TREE PROTECTION. REMOVE PAVED PATH UP TO PROPERTY LINE, SEE LC-400 FOR LAYOUT OF NEW PATH REMOVE EX. CATCH BASIN REMOVE LIGHT POLE & BASE REMOVE FENCING, TYP. EX. WALKWAY TO BE REMOVED UTILITY POLE TO REMAIN TREES TO BE REMOVED TREES TO BE REMOVED TREE TO BE REMOVED REMOVE/SALVAGE EX. CURB STONE. REINSTALL AT REVISED OPENING. SAWCUT EX. ASPHALT W/ CLEAN EDGE. EX. DRIVEWAY TO REMAIN. REMOVE SHRUB, TYPICAL REMOVE PLANTING BED, TYPICAL REMOVE EVERGREEN TREE PROTECT EXIST. ABUTTER TREE TO REMAIN BIKE PATH CONNECTION TO REMAIN REMOVE AND RECONSTRUCT CONCRETE SIDEWALK, MAINTAIN GRANITE CURBING PROTECT EXISTING GRANITE BOUND LIGHT POLE TO REMAIN Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS DEMOLITION PLAN LC-200 0 402010 60 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 salvagable material shall be delivered by the Contractor to storage areas designated by the Landscape Architect. Contractor shall remove all existing unsuitable materials from 4. The Contractor shall protect existing trees to remain with 6' temporary chain link fencing as shown on the plan. 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. Demolition Notes S S S SKING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 7/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS ILLUSTRATIVE SITE PLAN LC-300 0 402010 60 Zoning Summary MIN. LOT AREA MIN. FRONTAGE MIN. FRONT YARD MIN. SIDE YARD MIN. REAR YARD MAX. BLDG. HT. LOT COVERAGE **SIDE AND REAR YARD DIMENSIONS SHALL BE INCREASED TO 50 FT IN A BUSINESS DISTRICT WHEN ADJACENT TO AN AGRICULTURAL-RESIDENTIAL DISTRICT 46 FT0 FT MIN. 30 FT, MAX. 70 FT 0 65 FT 88% 0 SF 0 FT 0 FT, 5 FT MAX 0 FT REQUIRED 36,347 SF 130 FT 6 FT 3 FT PROPOSED CENTRAL BUSINESS DISTRICT S S S S 3 2A - 1 2 4 - 0 0 1 n / f C h a r l e s F . L y o n s& S u s e t t e D . L y o n s B o o k 2 1 7 3 P a g e 1 9EXIST INGCHURCHBUILD ING S EX. SAN. UP22'3.3 '12'3'12' R=12' R=6'R=8'R=10' R=3'R=3'R=3'R=15'R=21'R=20'R=6'5'3'12'4 ' 6'6'± 1 4 ' - 1 0 "16±'2 0 ± '10'1 2 ' 8' BIT. CONC. BIKE CONCRETE RETAINING WALL AT PROPERTY LINE W/ 42" METAL GUARDRAIL BIKE STORAGE BUILDING BIKE REPAIR STATION 6' STEEL BENCH, TYP. OF 2CONCRETE SIDEWALK ALONG BUILDING EDGE BIT. CONC. SIDEWALK BITUMINOUS CONCRETE PAVING GRANITE CURB, TYP. GARAGE ENTRANCE LOBBY ENTRANCE GRANITE CURB INFILL AND 6" CONCRETE SIDEWALK NEW CURB APRON GARAGE PARKING (65 TOTAL SPACES- CONCRETE SIDEWALK 4 '5' 15'INCL. 3 HC)12.5'7 ' CONCRETE WALK CONCRETE WALKCONCRETE SCORED PLAZA GRANITE CURB & CONCRETE SIDEWALK 12'ACCESSIBLE CURB RAMP, BOTH SIDES GARAGE EXIT 13.75'9.5'1 7 . 5 ' 8 . 8 3 ' CONNECT FLUSH TO EX. BIKE PATH CONNECTION SCORED CONCRETE PAVING BIT. CONC. WALKWAY PRECAST CONCRETE 12'8' ACROSS CURB CUT 19'PERMEABLE PAVING BIKE RACKS (3) COMMERCIAL ENTRANCES RESET SALVAGED CURB STONE AT NEW CURB OPENING RESET SALVAGED CURB STONE AT NEW CURB OPENING BUILDING OVERHEAD 16' CLEAR HGT. GRANITE CURB INFILL AND CONCRETE SIDEWALK START CONCRETE RETAINING WALL & METAL GUARDRAIL RECONSTRUCTED CONCRETE SIDEWALK 6 . 3 3 ' 6" THICK CONCRETE WALK 20'± 6" CONCRETE SIDEWALK NEW CURB APRON ACROSS CURB CUT 7 ' PATH/SIDEWALK BIT. CONC. BIKE PATH/SIDEWALK FLUSH BUILDING MOUNTED STEP LIGHTS SEE PHOTOMETRIC PLAN NEW BOLLARD LIGHT TYPICAL OF 13 SEE PHOTOMETRIC PLAN 58'± NEW BOLLARD LIGHT (2) - SB2 FLUSH BUILDING MOUNTED STEP LIGHTS (9) - SS1 NEW BOLLARD LIGHT (6) - SB1 NEW BOLLARD LIGHT (5) - SB2 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS LAYOUT & MATERIALS PLAN LC-400 0 402010 60 1"=20' 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. Layout Notes 3 2A - 1 2 4 - 0 0 1 n / f C h a r l e s F . L y o n s& S u s e t t e D . L y o n s B o o k 2 1 7 3 P a g e 1 9EXIST INGCHURCHBUILD ING OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWSSSSSS S S S S S S S S S S S S SSSSSSSSSSSW WGGGGGG GGGGGGGGGDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DOHW OHW OHW OHW OHW OHW OHW OHWEX. SAN. D D D D D D D D D D D D DDDDDDD D D D D D D D D D D D DTP-1 TP-2 TP-4 TP-3 + + + 136.30 136.50 TOW 136.00 + + 137.00 + 137.00 + + TOC 135.92 BOC 135.42 + + 1.25% 2.5% 1.25% 2 . 0%FFE136.25 136.95 + + PLAZA FLUSH WITH SIDEWALK WALK AND BIKE PATH FLUSH WITH SIDEWALK 1.0% + + + 136.16 136.10 + + 136.12 + 136.36 136.25 DRAIN MANHOLE # 4 RIM 136.50 INV. IN = 130.50 INV. OUT = 131.25 STORM WATER TREATMENT CHAMBER W/ GRATE INLET RIM 135.60, INV. OUT 132.05 SUBSURFACE INFILTRATION SYSTEM RTANK SINGLE + MINI (2.17') TOP OF STONE = 132.17 TOP OF RTANK = 131.67 BOTTOM OF RTANK = 129.50 BOTTOM OF STONE = 129.25 GROUNDWATER ELEV. = 126.5 DRAIN MANHOLE #3 W/ GRATE, RIM 135.50 INV IN = 130.88 INV. OUT = 130.78 CONNECT TO EXISTING MANHOLE IN KING STREET EXIST RIM ELEV. 134.77 EXIST INV. IN (54") = 119.44 EXIST INV. OUT (54") = 119.34 PROP. INV. IN (12") = 124.68 6" HDPE CONNECTION FROM ROOF DRAINAGE 136.25 + 136.36 + + 136.36 3.5% + H.P. 137.00 1.0%1.0%1.0% + +1.0% 136.26 TOC 136.60 BOC 136.10 DDAREA DRAIN #1 RIM 136.0 12" HDPE DRAIN LINE L = 37', S=0.0100 12" HDPE DRAIN LINE L = 113', S=0.0102 DRAIN MANHOLE #2 RIM 136.05 INV. IN (DMH 3) = 129.62 INV. IN (ROOF) = 129.75 INV. IN (SWTC) = 131.30 INV. OUT = 129.52 DRAIN MANHOLE #1 RIM ELEV - TBD INV. IN (DMH 2) = 127.39 INV. IN (CB1) = 127.50 INV. IN (ROOF) = 127.80 INV. OUT = 127.29 12" HDPE DRAIN LINE L = 142', S=0.0150 CATCH BASIN #1 RIM ELEV - TBD INV. OUT = 128.20 12" HDPE DRAIN LINE L = 14', S=0.0500 12" RCP DRAIN LINE L = 78', S=0.0335 6" HDPE CONNECTION FROM ROOF DRAINAGE 6" HDPE CONNECTION FROM ROOF DRAINAGE INV INTO SIS = 130.50 12" HDPE DRAIN LINE L = 30', S=.0200 INV. INTO SIS = 130.50 AREA DRAIN #2 RIM = 136.00 INV = 131.10 12" HDPE PERF PIPE L = 11', S=0.0000 INV OUT OF SIS = 130.50 TRENCH DRAIN #2 RIM = 136.40 INV. = 133.60 TRENCH DRAIN #1 RIM = 135.60 INV. = 132.80 18" HDPE PERF PIPE SUBSURFACE INFILTRATION L = 50', S = 0.0050 18" HDPE PERF PIPE SUBSURFACE INFILTRATION L = 50', S = 0.0050 12" HDPE DRAIN LINE L = 15', S=0.0500 TOW 137.50 BOW 137.00 EX. GRD 135.4 TOW 136.25 BOW 135.75 EX. GRD 133.0 TOC 136.75 BOC 136.25 TOC 136.25 BOC 135.75 136 E E E E E E E E E E E E E T T T T T T TEEEEEE E E E E CB # RIM = 1 3 5. 6 0 136136135136135S S W W W W W W 136136 1 3 6 13 6 135 1 3 7TTTTTT TTTTTTTTT TTTTTTTTTTTTTTT TTT T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E EEEEEEEEEEEEEEEEEEEE EE E E S S UTIL. CROSSING INV. 12" DRAIN = 125.5 INV 8" SAN = 123.8 UTIL. CROSSING INV. 12" DRAIN = 126.4 INV 10" WATER = 128.9 UTIL. CROSSING INV. 6" GAS = 131.7 INV 12" DRAIN = 125.8 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS GRADING & DRAINAGE PLAN LC-500 0 402010 60 1"=20' Grading & Drainage Notes 1. Project benchmark is top of hydrant spindle at King Street, as per topographic survey by Berkshire Design Group. 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 City of Northampton 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. Notify the Landscape Architect of any discrepancies prior to construction. 8. Estimated pipe inverts are shown at certain utility crossings, in order to identify potential conflicts. Invert elevation of drain and sanitary pipes are calculated based on invert information at nearest structures. Depth of other utilities is assumed and shall be verified in the field. 8/10/2021 DPW COMMENTS UP 3 2A - 1 2 4 - 0 0 1 n / f C h a r l e s F . L y o n s& S u s e t t e D . L y o n s B o o k 2 1 7 3 P a g e 1 9EXIST INGCHURCHBUILD ING OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWSSSSSS S S S S S S S S S S S S SSSSSSSSSSSW WGGGGGG GGGGGGGGGDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DOHW OHW OHW OHW OHW OHW OHW OHWEX. SAN. D D D D D D D D D D D D DDDDDDD D D D D D D D D D D D DDDE E E E E E E E E E E E E T T T T T T TEEEEEE E E E E S SNEW 6" PVC SANITARY SEWER CONNECTION TO EXISTING MANHOLE R=134.70 INV (NEW 6")=125.70 INV (EX 8")=123.68 OIL/WATER SEPARATOR W W W W W W COORD. W/ PLUMBING + INV= 1 3 1. 2 5 6" PV C EXISTING UNDERGROUND PRIMARY ELECTRIC TO POLE AT 71 KING STREET TO REMAIN EXISTING OVERHEAD THREE-PHASE PRIMARY ELECTRIC TO REMAIN EXISTING ELECTRIC MANHOLE IN SIDEWALK EXISTING UNDERGROUND ELECTRICAL DUCT BANK EXISTING UNDERGROUND CABLE DUCT BANK POSSIBLE ROADWAY SUB-DRAIN IN VICINITY OF R.O.W. LINE VERIFY IN FIELD SEE NOTE 5 EXISTING UTILITY POLE TO REMAIN ABANDON ELECTRIC AND COMMUNICATION SERVICE TO EXISTING BUILDING AS PER UTILITY COMPANY REQUIREMENTS EXISTING 6" PLASTIC GAS MAIN DEPTH UNKNOWN, VERIFY IN FIELD EXISTING HYDRANT TO REMAIN 6" DI W A T E R NEW 6" WATER SERVICE TAP 10X6 TAPPING SLEEVE & VALVE PER CITY REQ. 6" GATE VALVE AT PL WITH BOX TO SURFACE PER CITY REQ. 6" FIRE & 4" WATER D.I. WATER SERVICE WITH SEPARATE GATE VALVES & BOXES TO SURFACE CUT & CAP EXISTING WATER SERVICE AT MAIN REMOVE CURB STOP & SERVICE IN STREET ABANDON SERVICE WITHIN SITE FIRE DEPARTMENT (SIAMESE) CONNECTION 6" PVC @10.0% @ 4.6 % NEW SITE DRAINAGE CONNECTION SEE SHEET LC-500 PRIMARY ELECTRICAL SERVICE PRELIMINARY LAYOUT FINAL LAYOUT TBD BY ELECTRIC UTILITY CONDUIT SHALL BE CONCRETE ENCASED NEW COMM. STRUCTURE PER UTILITY CO. REQUIREMENTS NEW UNDERGROUND COMM. SERVICE PRELIMINARY LAYOUT FINAL LAYOUT & REQUIREMENTS TBD BY UTLIITY NEW UNDERGROUND DRAINAGE STRUCTURE SEE SHEET LC-500 UTIL. CROSSING 10" WATER = 128.9 INV 8" SAN = 126.7 NEW SANITARY MANHOLE R=135.10 INV IN=130.37 INV OUT=127.32 UTIL.CROSSING 6" GAS = 131.7 INV 8" SAN = 126.0TTTTTTTTTTTTTTT TTTTTTTTTTTTTTT TTT T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E EEEEEEEEEEEEEEEEEEEE EE E E S S EXIST. SMH RIM = 134.77 INV 8" = 124.00 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS UTILITY PLAN LC-501 0 402010 60 1"=20' 8/10/2021 SHEET ADDED LM CC UTILITY NOTES 1.ALL SANITARY LINE INVERTS ARE SHOWN FROM CENTERLINE TO CENTERLINE OF SEWER MANHOLE. CONTRACTOR IS RESPONSIBLE FOR 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. 3.WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 2' HORIZONTAL SEPARATION FROM THE OUTSIDE OF WALL OF ANY CATCH BASIN STRUCTURE. 4.WATER MAINS SHALL HAVE THRUST BLOCKS CONSTRUCTED AT ALL ANGLES, BENDS, BRANCHES, PLUGS AND WHEREVER ELSE IS NECESSARY TO PREVENT DISRUPTION OF PROPER FUNCTIONING OF THE LINE. 5.NORTHAMPTON DPW HAS REPORTED THAT A SUBDRAIN IS LIKELY TO EXIST ALONG THE FRONTAGE OF #79 KING STREET. EXACT LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY IN FIELD. IF SUBDRAIN IS DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPAIR THE SUBDRAIN TO IT'S ORIGINAL CONDITION TO THE SATISFACTION OF THE NORTHAMPTON DPW. 6.ESTIMATED PIPE INVERTS ARE SHOWN AT CERTAIN UTILITY CROSSINGS, IN ORDER TO IDENTIFY POTENTIAL CONFLICTS. INVERT ELEVATION OF DRAIN AND SANITARY PIPES ARE CALCULATED BASED ON INVERT INFORMATION AT NEAREST STRUCTURES. DEPTH OF OTHER UTILITIES IS ASSUMED AND SHALL BE VERIFIED IN THE FIELD. S S S SKING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH 1371 3 8 1 3 7 136 1371 3 6 134135136137132133EXISTING LARGE TREES TO REMAIN EXISTING LARGE TREE TO REMAIN EXISTING LARGE TREE TO REMAIN LOAM & SEED DISTURBED AREAS, TYPICAL LOAM & SEED, TYPICAL LOAM & SEED, TYPICAL 1 UAP 1 UAP 3 BNH 1 BNH 1 BNH 3 TOS 4 PAC 3 TOS 3 IGC 5 IGC 4 IGC 6 RV 15 CAK 6 CAK 55 CAK 2 CA 3 CAM 3 CA 12 HM 3 CAM LOAM & SEED, TYPICAL 3 CA 1 GBPS 1 CC EXISTING LARGE TREE TO REMAIN 1 BNH Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SYM QTY 6 Thuja occidentalis 'Smaragd'Emerald Arborvitae 6'-7' ht.TOS 6 Princeton ElmUAP Ilex glabra 'Compacta'Compact Inkberry 36"-48"IGC 12 Picea abies 'Cupressina'Upright Norway Spruce 6'-7' ht.PAC 4 Cercis canadensis Eastern Redbud 3"-3.5" cal.CC 1 RV 6 multi-stem PLANTING PLAN LC-600 0 402010 60 Plant List LATIN NAME COMMON NAME SIZE NOTES Betula nigra 'Heritage'Heritage River Birch 7'-8' ht.BNH Rhododendron viscosum Pink and Sweet Swamp Azalea 36"-48" Clethra alnifolia SummersweetCA8 Ulmus americana 'Princeton'4"-4.5" cal.2 Hydrangea macrophylla 'Endless Summer'Endless Summer HydrangeaHM12 36"-48"blue purple pink Calamagrostis x. acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 2 gal.CAK 76 36"-48"white Callicarpa americana BeautybushCAM6 36"-48"violet Ginkgo biloba 'Princeton Sentry'Columnar GinkgoGBPS1 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 1"=20' 4"-4.5" cal. TOTAL TREE CALIPER REMOVED: 24" @ DBH (Black Locust) REQUIRED TREE CALIPER RESTORED: 12" TOTAL TREE CALIPER REPLACEMENT: 32" COMPLIANCE WITH SECTION 350.12.3 SIGNIFICANT TREES 6 Princeton Elm Picea abies 'Cupressina'Upright Norway Spruce 2" cal.4 Cercis canadensis Eastern Redbud 3"-3.5" cal.1 Betula nigra 'Heritage'Heritage River Birch 1.5" cal. (multi-stemmed) Ulmus americana 'Princeton'4"-4.5" cal.2 Ginkgo biloba 'Princeton Sentry'Columnar Ginkgo 1 4"-4.5" cal. 32" cal.TOTAL PROVIDED QTY SIZE S S S SKING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH UP SS1 SS1 SS1 SS1 SS1 SS1 SS1 SB1 SB1 SB1 SB1 SB1 SB1 SS1 SS1 SB2 SB2 SB2 SB2 SB2 SB2 SB2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS PHOTOMETRIC PLAN LC-700 0 402010 60 1"=20' LIGHTING The point where all ascending lines converge SOLUTIONS CONNECTICUT MASSACHUSETTS RHODE ISLAND MAINE NEW HAMPSHIRE VERMONT PHONE: 877-886-2843 FAX: 877-886-2844 www.apexltg.com Luminaire Schedule Qty Label Wattage Luminaire Lumens LLF BUG Rating Description 6 SB1 11 1234 0.225 B0-U0-G1 USA LTG RZRB1-PLED-III-W-20LED-175mA-WW-VOLT-FINISH-HS-PLED Dimmed to 25% of Initial Output 7 SB2 11 1231 0.225 B0-U0-G1 USA LTG RZRB1-PLED-IV-FT-20LED-175mA-WW-VOLT-FINISH-HS-PLED Dimmed to 25% of Initial Output 9 SS1 8 24 0.900 B0-U1-G0 WE-EF STL134 / 190-9005 Recessed in Wall @ 1ft-3in AFG Calculation Summary Label Avg - FC Max - FC Min - FC Avg/Min Max/Min OVERALL GRID 0.02 4.5 0.0 N.A.N.A. OUTSIDE PROPERTY LINE 0.00 0.0 0.0 N.A.N.A. SOUTH SIDEWALK 0.12 3.9 0.0 N.A.N.A. TYPE SB 1 & 2 - BOLLARD LIGHT TYPE SS 1 - STEP LIGHT S S S SKING STREETA 1987 C i ty A l te ra t ion ~ VAR IAB LE W IDTH SNOW STORAGE AREA, TYP. SNOW STORAGE AREA, TYP. SNOW STORAGE AREA, TYP. SNOW STORAGE AREA, TYP. Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\SITE PLAN.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SNOW STORAGE PLAN LC-800 0 402010 60 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 8/10/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SITE DETAILS CS Not to Scale SCALE: CATCH BASIN01NOT TO SCALE 24" FINISH GRADE (OR CURB) AS SHOWN ON PLAN 4'-0"Ø ±1"4'-0" MIN.2"5" MIN.18" MIN.5" MIN.2' TO 4'BASE SECTION6" MIN.FRAME TO BE SET IN FULL BED OF MORTAR 5" M I N . 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 MORTAR PRECAST CONCRETE RISER SECTION1' TO 4' RISERSECTIONSMORTAR ALL JOINTS PIPE BEDDING AS PER UTILITY TRENCH REQUIREMENTS COMPACTED GRAVEL BORROW COMPACTED 3/4" CRUSHED STONE UNDISTURBED OR COMPACTED SUBGRADE NOTES 1.WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE AROUND OUTSIDE END 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 ADJUST TO GRADE (12" MAX.) PRECAST CONICAL SECTION WEEP HOLE (MIN. 3) PRECAST CONCRETE BASE SECTION BICYCLE-SAFE CAST IRON CATCH BASIN GRATE 6" MIN.8"8" SCALE: DRAIN MANHOLE4NOT TO SCALE NOTES 1.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF STRUCTURE 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" M I N .1' TO 4'RISERSECTIONS3'-0" MIN.5" MIN.4'-0"Ø ±1" 5" MIN. 24" MORTAR ALL JOINTS FINISH GRADE AS SHOWN ON PLAN CAST IRON MANHOLE COVER FRAME TO BE SET IN FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) ECCENTRIC PRECAST CONICAL SECTION "V" OPENING FILLED WITH NON-SHRINK MORTAR UNDISTURBED OR COMPACTED SUBGRADE POLYPROPYLENE MANHOLE STEP WITH 1 2" Ø GRADE 60 STEEL REINFORCEMENT PRECAST CONCRETE RISER SECTION 6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES PRECAST CONCRETE BASE SECTION PIPE OPENINGS TO BE PRECAST IN RISER/BASE SECTION 1-#3 BAR AROUND OPENINGS FOR PIPES 18"Ø AND OVER, 1" MIN. COVER COMPACTED 3/4" CRUSHED STONE6" MIN.PIPE BEDDING AS PER UTILITY TRENCH DETAIL PIPE MATERIAL, SIZE & SLOPE AS SHOWN ON PLAN 8"8"2' TO 4'BASE SECTIONNOTE: 1.THE PROPOSED DESIGN IS BASED ON THE STORMCEPTOR BRAND STORMWATER TREATMENT CHAMBER, MODEL 450i. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE STORMWATER TREATMENT DEVICE. IF A SUBSTITUTION IS PROPOSED, THE CONTRACTOR SHALL SUBMIT DATA VERIFYING THAT THE TREATMENT PERFORMANCE OF THE ALTERNATIVE DEVICE IS EQUAL TO OR GREATER THAN THE STOMRCEPTOR 450i TO THE ENGINEER FOR APPROVAL. 2.GRATE SHALL BE POSITIONED OVER THE INLET DROP PIPE AND THE OIL PORT. 3.ALL PIPE CONNECTIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS. SECTION SCALE: STORMCEPTOR 450i6NOT TO SCALE UNDISTURBED OR COMPACTED SUBGRADE COMPACTED 3/4" CRUSHED STONE PIPE BEDDING AS PER UTILITY TRENCH DETAIL PIPE MATERIAL, SIZE & SLOPE AS SHOWN ON PLAN 8"24" 6"VARIESSEE DRAINAGE PLAN8"48"8"18"60" (MIN.)FINISH GRADE (OR CURB) AS SHOWN ON PLAN BICYCLE-SAFE CAST IRON CATCH BASIN GRATE SEE NOTE 2 FRAME TO BE SET IN FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) MORTAR ALL JOINTS 6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES SEAL PIPE CONNECTIONS WITH FLEXIBLE RUBBER CONNECTOR 6" MIN.5" PVC PIPE, 15" (MIN.) HIGH W/ 4" END CAP STORMCEPTOR INSERT INLET DOWN PIPE (REMOVABLE) OUTLET RISER PIPE PLAN SEE NOTE 2 OIL PORT OUTLET RISER PIPE INSERT TEE HERE (TEE OPENING TO FACE SIDE WALL) SCALE: UTILITY TRENCH5NOT TO SCALE 1 1 1 1VARIES 5'-0" MAX.MINIMUM COVERAGESEE NOTE 218"12"DD/2 6" MIN. D + 24" 3'-0" MIN.EMBEDMENTMATERIAL12" MIN. AT PAVED AREAS FINISH GRADE - SURFACE VARIES, SEE PLAN DETECTABLE WARNING TAPE TO RUN CONTINUOUS WITH ALL UTILITIES COMPACTED GRAVEL BORROW UNDER PAVEMENT; COMPACTED SUITABLE MATERIAL UNDER NON-PAVED AREAS SEE NOTE 1 HAND-TAMPED BACKFILL 1" MINUS GRAVEL HAND-TAMPED BEDDING 3/4" CRUSHED STONE UNDISTURBED OR COMPACTED SUBGRADE NOTES 1.NATIVE EXCAVATED MATERIAL THAT MEETS THE SPECIFICATIONS FOR 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. SCALE: SANITARY MANHOLE02NOT TO SCALE NOTES 1.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.). 2.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING. 5" M I N .1' TO 4'RISERSECTIONS3'-0" MIN.5" MIN.4'-0"Ø ±1" 5" MIN. 24" SEAL ALL JOINTS WITH PRE-FORMED RUBBER GASKET OR O-RING FINISH GRADE AS SHOWN ON PLAN CAST IRON MANHOLE COVER FRAME TO BE SET IN FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) ECCENTRIC PRECAST CONICAL SECTION UNDISTURBED OR COMPACTED SUBGRADE POLYPROPYLENE MANHOLE STEP WITH 1 2" Ø GRADE 60 STEEL REINFORCEMENT 6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES PIPE OPENINGS TO BE PRECAST IN RISER/BASE SECTION COMPACTED 3/4" CRUSHED STONE6" MIN.SEAL PIPE CONNECTIONS WITH RUBBER BOOT SEALED JOINT SYSTEM 8"8"2' TO 4'BASE SECTIONPIPE MATERIAL, SIZE & SLOPE AS SHOWN ON PLAN PIPE BEDDING AS PER UTILITY TRENCH DETAIL PRECAST CONCRETE RISER SECTION BRICK CHIPS & MORTAR OR 4000 PSI CONCRETE CONSTRUCT INVERT AND SHELF WITH BRICKS LAID ON END 2.0% SCALE: TRENCH DRAINS AND SUBSURFACE INFILTRATION PIPES3NOT TO SCALE 12" (MIN.) 6" (MIN.) 30" (MIN.) TRENCH SHALL BE BUILT ON UN-COMPACTED, SCARIFIED SUBGRADE 3/4" WASHED, CRUSHED STONE NON-WOVEN GEOTEXTILE FILTER FABRIC SURROUNDING ENTIRE TRENCH WITH 12" (MIN.) OVERLAP 4" SAND BORROW 18" PERFORATED HDPE WITH HOLES ORIENTED DOWN 6" Not to Scale CS SD-100 50' 4" CONCRETE PAVING OVER 8" COMPACTED GRAVEL (SEE DTL 04/SD-200) TRENCH DRAIN 8" COMPACTED GRAVEL 4" CONCRETE PAVING OVER 8" COMPACTED GRAVEL (SEE DTL 04/SD-200) NON-WOVEN GEOTEXTILE FILTER FABRIC SURROUNDING ENTIRE TRENCH WITH 12" (MIN.) OVERLAP 18" PERFORATED HDPE WITH HOLES ORIENTED DOWN SECTION PROFILE 4" SAND BORROW 6" (MIN.) 3/4" WASHED, CRUSHED STONE NOTES 1.TRENCH DRAIN SHALL FLOW TO CENTRAL TRENCH DRAIN CATCH BASIN IN ORDER TO CONNECT TO PERF PIPE. 2.PERF PIPES ARE DESIGNED TO CONTAIN AND INFILTRATE THE 100-YR DESIGN STORM. DISCHARGE WILL SURCHARGE FROM TRENCH DRAIN GRATE IN STORMS GREATER THAN 100-YR. 8/10/2021 Revised Detail 03 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SITE DETAILS SD-200 CS Not to Scale 30" LIGHT POLE TOP OF FOOTING 2" ABOVE FINISH GRADE 1" FORMED TAPER 45° GRADE SOIL LOCALLY TO AVOID BASE PLATE & COVER STRUCTURAL FILL 95% MAX DRY DENSITY ANCHOR RODS AS REQUIRED BY LIGHT POLE MANUFACTURER. GALVANIZE PER MANUFACTURER'S RECOMMENDATIONS BASE PLATE EDGE OF PAVING24" SEE STRUCTURAL SPECS FOR REBAR, PSI, FOOTING SIZE ETC FOR LIGHT POSTS 12" 2"12"2 " HOT MIX ASPHALT TOP COURSE SAW CUT EDGES STRAIGHT AND CLEAN HOT MIX ASPHALT BINDER COURSE COMPACTED CLEAN GRANULAR FILL COMPACTED SUBGRADE EXTEND BASE COURSE AND SUBBASE COURSE 12" BEYOND EDGE OF PAVING WHERE ROAD IS NOT CURBED NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 1.ALL MATERIALS & CONSTRUCTION SHALL IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH REFERENCED PORTIONS OF STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, MASSACHUSETTS DEPARTMENT OF TRASPORTATION (MDOT). 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' PVC RISER, LENGTH PVC ELBOW PVC WYE THREADED PVC CAP FL O W FLO W AS REQ'D., SIZE 6''AS PER PLAN MAX.12" ROUND CAST IRON FINISH GRADE 3/4" CRUSHED STONE BED 4''VALVE BOX 15.5"13" 8" HEAVY DUTY CAST IRON GRATE OPENINGS SHALL BE PERPENDICULAR TO DIRECTION OF TRAVEL OR RATED AS BICYCLE AND ADA SAFE PRECAST CONCRETE TRENCH BODY END PIECE WITH 7" KNOCKOUT 2"3/4" CRUSHED STONE BEDDING 3"6"3" 5" MIN. COVER TO BUILDING VALVE BOX NORTHAMPTON STD. CURB STOP NORTHAMPTON STD. COPPER WATER SERVICE LINE CORPORATION STOP WATER MAIN FINISH GRADE FINISH GRADE FILL, PER COMPACTED NORTHAMPTON STD. SAND BEDDING WATER SERVICE TRENCH SECTION 3" SIZE AS SHOWN ON SITE PLAN HDPE SERVICE COPPER WATER SERVICE LINE 2'-0" (MIN.) BEYOND CURB STOP BENDS PIPE SIZE BEND ANGLE B C PIPE SIZE BEND ANGLE B C 4"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" TEES & DEAD ENDS PIPE SIZE E F 4"18"18" 6"24"24" 8"36"24" 10"42"36" 12"48"42" SCALE: GRANITE CURB10NOT TO SCALE SEE PLAN FOR MATERIAL SAWCUT NEAT LINE 12" FROM FACE OF NEW CURB, REMOVE BIT. CONC. AND GRAVEL BASE, REPLACE WITH CEMENT CONCRETE TO TOP OF BINDER COURSE GRANITE CURB, TYPE "V" or VB, AS SPECIFIED SEE PLAN FOR MATERIAL CLASS A CEMENT CONCRETE COMPACTED GRAVEL BASE AND BACKFILL, 95% MIN. DENSITY UNDISTURBED OR COMPACTED SUBGRADE 6"6"AS SPECIFIED12"6"MINFULL DEPTH B.C. PAVEMENT PATCH NOTE: 1.JOINTS SHALL BE 3 8" TO 5 8" GAP BETWEEN CURB SECTIONS. 2.ALL JOINTS SHALL BE FILLED WITH MORTAR. 6" X 6" WWF MESH - CONTRACTOR TO ENSURE MIN. 4" COVER OF WIRE MESH WITH CONCRETE CAST IN PLACE CONCRETE EXPANSION JOINT 1/2" URETHANE SEALANT TOOLED 1/4" ROUND RADIUS EDGES 1/2" FIBRE FILL EXPANSION JOINT 6" X 6" WWF MESH - CONTRACTOR TO ENSURE MIN. 2" COVER OF WIRE MESH WITH CONCRETE CIP CONCRETE THICKENED AS SHOWN WITHIN 3' OF ALL EXPANSION JOINTS AND SLAB EDGES NOTE: EXPANSION/ ISOLATION JOINTS TO BE PLACED EVERY 40'-0"MINIMUM AND BETWEEN ADJACENT PAVING AREAS AND STRUCTURES TYPICAL EXPANSION JOINT IN THICKENED SLAB TYPICAL CONTROL JOINT IN CONCRETE SLAB COMPACTED SAND AND GRAVEL 3/16" CONTROL JOINT, TOOLED TO 1/4 OF SLAB THICKNESS IN DEPTH WITHIN 1/4" ROUND RADIUS EDGES NOTE: CONTROL JOINTS TO BE PLACED AT 5' O. C. MINIMUM6" TYPICAL WALK/9" THICKNED SLAB4"XX X X XX X X X FLOW NOTE 1. EROSION CONTROL BARRIER SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITIES. 2. EROSION CONTROL BARRIER INSTALLATION SHALL BE INSPECTED BY THE LANDSCAPE ARCHITECT OR ENGINEER BEFORE ANY SITE WORK MAY BEGIN. 1" X 1" X 3' STAKES, 2 PER BALE STRAW BALES, BUTT TIGHTLY TOGETHER IN CONTINUOUS LINE IN LOCATIONS SHOWN STRAW BALES TO BE TOED 4" MIN INTO GROUND UNDISTURBED SOIL END OF FABRIC TURNED UNDER STRAW BALE FILTER FABRIC STAPLED TO POSTS, PULLED TAUT BETWEEN STAKES 1" X 1" X 4' HARDWOOD STAKE OR LARGER ROAD STABILIZED CONSTRUCTION ACCESS NOTES: 1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAY LENGTH: 50' MIN. GRADE AND CROSS SLOPE: 2% 2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. 3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY. 50' MIN 8" MINEXISTING GROUND GEOTEXTILE SEPARATION FABRIC FOR FULL WIDTH AND LENGTH 4-6" WASHED COURSE AGGREGATE SCALE: CLEANOUT01NOT TO SCALE SCALE: TRENCH DRAIN02NOT TO SCALE SCALE: TYPICAL WATER SERVICE03NOT TO SCALE SCALE: CONCRETE PAVING04NOT TO SCALE SCALE: VEHICLE ASPHALT PAVING05NOT TO SCALE SCALE: PEDESTRIAN/BIKE PAVING06NOT TO SCALE SCALE: THRUST BLOCK07NOT TO SCALE SCALE: EROSION CONTROL BARRIER11NOT TO SCALE SCALE: TYPICAL LIGHT POLE FOOTING IN PLANTING12NOT TO SCALE SCALE: TYPICAL CONCRETE PAVING JOINTS08NOT TO SCALE SCALE: TEMPORARY TRACKING PAD09NOT TO SCALE Not to Scale CS 1-1/4"8"1-1/4 " HOT MIX ASPHALT TOP COURSE SAW CUT EDGES STRAIGHT AND CLEAN HOT MIX ASPHALT BINDER COURSE COMPACTED CLEAN GRANULAR FILL COMPACTED SUBGRADE NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 1.ALL MATERIALS & CONSTRUCTION SHALL IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH REFERENCED PORTIONS OF STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, MASSACHUSETTS DEPARTMENT OF TRASPORTATION (MDOT). SCALE: SITE BENCH13NOT TO SCALE Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SD-300Not to Scale GRID SPACING LAYOUT PLANEQEQ 24"6"SECTIONEQ.EQ. 3/4 SHRUB SPACING TRIANGULAR SPACING LAYOUT PLAN CL EQ. 3/4 SHRUB SPACING PLANTING SOIL SCARIFY SUBGRADE SHRUB PLANTING PULL MULCH 6" FROM STEM FOOT-COMPACTED TOPSOIL PEDESTALEQEQ. CL 1/2 SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULEEQ.1/2 SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 11 1' TOP EDGE OF ROOTBALL PROTECT BRANCHES FROM DAMAGE PLANT TRUNK PLUMB BY OWNER REMOVE TREE TAG AT SUBSTANTIAL COMPLETION BY OTHERS 1:1 1 MAX 1 FALL 5% MIN. FALL 5% MIN. SECTION SUBGRADE PLAN SUBDRAINAGE WHEN SHOWN ON PLAN RADIUS OF ROOTBALL 1'4" MIN6 3/4"2" MULCH AROUND TREE - HOLD MULCH AWAY FROM TREE FLARE TEMPORARY SOIL SAUCER FOR WATERING - REMOVE PRIOR TO SURFACE FINISHING ROOT FLARE EVEN WITH FINISH GRADE +1"-0" SCARIFY SUBGRADE REMOVE WIRE BASKET & BURLAP FROM TOP HALF OF ROOTBALL (BY OTHERS) COMPACTED SUBGRADE PEDESTAL SUBDRAINAGE WHEN SHOWN ON PLAN 1' WOODEN TREE STAKES (BY OWNER)6"12"SCARIFY SUBGRADE LAWN PLANTING SOIL SCALE: BICYCLE SHELTER01NOT TO SCALE SCALE: BICYCLE REPAIR STATION02NOT TO SCALE SCALE: SHRUB AND GROUNDCOVER PLANTING03NOT TO SCALE SCALE: TREE PLANTING 04 NOT TO SCALE SCALE: LAWN PLANTING05NOT TO SCALE CS PLANTING SOIL SITE DETAILS Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 8/9/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SD-400Not to Scale CS SITE DETAILS SCALE: CONCRETE RETAINING WALL 01 NOT TO SCALE 4 12 A 2'-0" T BW W COMPACTED EX. SUBGRADE OR STRUCTURAL FILL 1 1 1 1 NOTES: 1. USE CLASS 'A' CONCRETE 2. EXPANSION JOINTS TO BE 90' MAX. ON CENTER; CONSTRUCTION JOINTS TO BE 30' MAX ON CENTER. 3. REMOVE UNSUITABLE MATERIAL BENEATH WALL AT 1:1 SLOPE AWAY FROM WALL AND REPLACE WITH STRUCTURAL FILL 4. DETAIL BASED ON MASS DOT STANDARD DRAWING 302.1.0 HEIGHTS WIDTH A T W 3'-0"5'-0"2'-8" 3'-6"5'-6"2'-10" 4'-0"6'-0"3'-0" 4'-6"6'-6"3'-2" 5'-0"7'-0"3'-4" 5'-6"7'-6"3'-6" 42" HIGH, 1.5" DIA. STEEL TUBE POST 1.5" DIA. STEEL TUBE TOP RAIL 1.5" DIA. STEEL TUBE BOTTOM RAIL PAVED WALK, SEE PLAN #4 @ 12" E.W. 4" PVC WEEP HOLE 40' O.C. TYP. 1" CONTINUOUS CHAMFER BOTH SIDES OF WALL STEEL FACE MOUNTED POST BRACKET, SEE ELEVATION FOR DETAIL FINISH GRADE, VARIES, SEE GRADING PLAN12"10"3"1.5" DIA. STEEL TUBE TOP RAIL 3 4" DIA. STEEL TUBE PICKETS 1.5" DIA. STEEL TUBE POST 1.5" DIA. STEEL TUBE BOTTOM RAIL STEEL FACE MOUNTED POST ANCHOR, SEE ENLARGEMENT FINSIH GRADE, VARIES, SEE PLAN 3'-6"TOP OF WALL ELEVATION VARIES, SEE GRADING PLAN 4"3"SCALE: RETAINING WALL RAILING ELEVATION02NOT TO SCALE UNCOMPACTED SUBGRADE, CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID COMPACTING. PRECAST UNIT PERMEABLE PAVER, FILL JOINTS WITH #8 OPEN-GRADED STONE UP TO 1/2" FROM TOP CHOKER COURSE, 3/4" CRUSHED STONE FILTER COURSE, BANK RUN GRAVEL FILTER BLANKET, 3/8" PEA GRAVEL RESERVOIR COURSE, 3/4" CRUSHED STONE±3.5"4"12"4"3"GW ELEV. SCALE: PERMEABLE PAVING03NOT TO SCALE24"MIN. Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c F:\NORTHAMPTON - 79 KING STREET\DESIGN PROCESS\DRAWINGS\DETAILS 1.DWG PLOT DATE: 8/10/202179 King Street Northampton, MA Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Land Surveying FOR REVIEW ONLY July 12, 2021 JS ML/JS SD-500Not to Scale GH SITE DETAILS 3" MIN. GEOGRID (TENSAR BX-1200 OR EQUAL) PLACED 12” ABOVE THE R-TANKᴴᴰ SYSTEM. OVERLAP ADJACENT PANELS BY 18” MIN. GEOGRID SHOULD EXTEND 3' BEYOND THE EXCAVATION FOOTPRINT. NOTES: 1.FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKᴴᴰ MODULE SHEET. 2.INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF H20 LOADING PER THE 1983, 13TH EDITION OF THE AMERICAN ASSOCIATION OF STATE, HIGHWAY AND TRAFFIC OFFICIALS (AASHTO) STANDARD SPECIFICATIONS. 3.PRE-TREATMENT STRUCTURES NOT SHOWN. 4.TOTAL COVER: 20” MINIMUM AND 84” MAXIMUM. 5.FIRST 12” MUST BE FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5” OR SOIL (USCS CLASS GW, GP, SW OR SP). 6.ADDITIONAL FILL MAY BE STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4. 7.A MIN. 12” COVER MUST BE MAINTAINED BETWEEN BACKFILL EQUIPMENT AND THE TOP OF THE R-TANK™ SYSTEM AT ALL TIMES. 8.TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 7'. CONTACT ACF ENVIRONMENTAL IF MORE THAN 7' OR LESS THAN 20" OF TOP BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). 9.TO PROVIDE A LEVEL BASE SURFACE. MUST BE SMOOTH, FREE OF LUMPS OR DEBRIS, AND EXTEND 2' BEYOND R-TANKᴴᴰ. 10.FOOTPRINT. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKᴴᴰ. NATIVE SOILS MAY BE ACCEPTABLE IF DETERMINED TO BE STABLE BY GEOTECHNICAL ENGINEER. R-TANKᴴᴰ UNITS WRAPPED IN 8 OZ. NONWOVEN GEOTEXTILE (OR EQUAL) LOAD RATING: 33.4 PSI (MODULE ONLY) EXCAVATION LINE 8 OZ. NONWOVEN GEOTEXTILE BETWEEN STONE AND NATIVE SOIL UTILITY MARKERS AT CORNERS (TYP.) 20" MIN., 84" MAX OPTIONAL OVERF L O W P I P E 36" MIN. 12" COVER FROM FINISH GRADE TO TOP OF TANK: MAINTENANCE PORT THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. 24" FRAME AND COVER PAVED SURFACE BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY 12" DIA. PVC MAINTENANCE PORT 12" GEOGRID24" TYP. 18" MIN. PIPE NOTCHING PATTERN 6"-10" NOTCHES CUT IN SHADED AREAS NON-CORROSIVE HOSE CLAMP GEOTEXTILE NON-CORROSIVE SOLID PLATE PLASTIC, SLATE OR EQUIVALENT REINFORCED CONCRETE COLLAR WHERE REQUIRED 1" +/- VENTING PERFORATIONS FRONT VIEW 5.0' PIPE O.D.PIPE5.0'SIDE VIEWPIPEO.D.2'-0" NOTE: CUT FABRIC AND WRAP AROUND PIPE SO THAT PIPE BUTS DIRECTLY AGAINST ACF R-TANKᴴᴰ PIPE EFFLUENT SHALL NOT PASS THROUGH FABRIC GEOTEXTILE FABRIC OVER ACF R-TANKᴴᴰ SECTION STAINLESS STEEL BANDS STAINLESS STEEL BANDS NON-CORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN FABRIC TO PIPES TO PREVENT BACKFILL FROM ENTERING STRUCTURE GEOTEXTILE FABRIC OVER ACF R-TANKᴴᴰ NON-CORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN FABRIC TO PIPES TO PREVENT BACKFILL FROM ENTERING STRUCTURE GEOTEXTILE FABRIC OVER ACF R-TANKᴴᴰ INLET/OUTLET PIPE END VIEW OF PIPE/FABRIC CONNECTION. CUT AN "X" IN THE FABRIC SLIGHTLY LARGER THAN PIPE, PULL THE FABRIC AROUND THE PIPE TO CREATE THE "BOOT" AND THEN SECURE WITH A HOSE-CLAMP. "X" CUT IN THE FABRIC TO ALLOW PIPE/TANK INTERFACE GEOTEXTILE FABRIC PAVED SURFACE INLET PIPE 24" OPTIONAL OUT L E T P I P E BASE: 3" MIN. FREE DRAINING COMPACTED to 95% STANDARD PROCTOR BACKFILL SIDE BACKFILL: 24" MIN. OF FREE DRAINING BACKFILL STONE <1.5” OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE FROM LUMPS, DEBRIS AND OTHER SHARP OBJECTS. SPREAD EVENLY TO PREVENT R-TANKᴴᴰ MOVEMENT. COMPACT SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS. SCALE: SUBSURFACE INFILTRATION STRUCTURE- R-TANKᴴᴰ 02 NTS SCALE: FABRIC PIPE BOOT FOR R-TANKᴴᴰ 03 NTS NOTES: 1.12 OZ/SY NONWOVEN GEOTEXTILE 2.FABRIC COLLAR TO FIT OUTSIDE DIAMETER OF INLET/OUTLET PIPE SCALE: SUBSURFACE INFILTRATION MAINTENANCE PORT01NTS SCALE: SUBSURFACE INFILTRATION TYPICAL INLET/ OUTLET06NTS 2 FT WIDE STONE PERIMETER (TYP) SCALE: TYPICAL R-TANKᴴᴰ MODULE & MAINTENANCE PORT LAYOUT07NTS AREA DRAIN #1 SURROUNDED BY 2 FT ± STONE PERIMETER. CONNECT TO SDS PER DTL's 03/SD-500 & 06/SD-500. NOTCH BOTTOM OF PIPE (SEE PATTERN) 12" HDPE OUT TO DMH #4 R-TANK SINGLE R-TANK MINI 12" HDPE IN FROM AREA DRAIN #2 MATCH INVERT OF DISCHARGE PIPE TO BOTTOM OF SDS#1 ELEV. = 130.50 CONNECT HDPE PIPE TO SIS#1 PER DTL's 03/C504 & 06/C504 SCALE: OUTLET FROM SUBSURFACE INFILTRATION SYSTEM04NTS SCALE: FROM AREA DRAIN #2 & ROOF DRAINAGE05NTS INLET TO SUBSURFACE INFILTRATION SYSTEM R-TANK SINGLE CONNECT HDPE PIPE TO SIS#1 PER DTL's 03/C504 & 06/C504 INVERT OF INLET PIPE 130.50 TYP. MAINTENANCE PORT, INSTALL IN PROXIMITY TO PIPE CONNECTION ALIGN END MODULES 90° TO MAIN LAYOUT (TYP BOTH ENDS) 6" HDPE ROOF DRAIN CONNECTION (SEE DTL's 03, 05 & 06/SD-500) 12" HDPE INLET FROM AREA DRAIN #2 (SEE DTL's 03, 05 & 06/SD-500) 12" HDPE OUTLET TO DMH #4 (SEE DTL's 03, 04 & 06/SD-500) R-TANK MINI 8/10/2021 Sheet Added