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79 KING STREET_PERMIT SET-AMENDMENT_10.04.2023_rsPrepared By: Layout & Materials Plan Site Details Planting Plan Snow Storage Plan Grading & Drainage Plan LC-800 LC-500 LC-700 LC-400 July 12, 2021 Sheet Index LC-100 Date: Northampton, Massachusetts 79 King Street Site Plan Submission Developer: Photometric Plan LC-600 SD-100 Site DetailsSD-200 Live Give Play (LGP) 838 West End Ave. SD-300 Site Details Site DetailsSD-400 SD-500 Site Details LC-200 Existing Conditions Plan ARCHITECTURAL DRAWINGS New York, NY 10025 Demolition Plan Typical Floor Plan North & South Elevations (Previously Approved) Representative Mass Timber Interior West Elevation (Currently Proposed) Roof Plan AR-80 AR-50 AR-70 AR-40 2nd Floor PlanAR-30 AR-10 West Elevation (Previously Approved) AR-60 AR-90 East Elevation & Site Plan Detail (Previously Approved) AR-110 AR-130 AR-140 AR-150 AR-20 Ground Floor Plan Mezzanine Plan AR-160 Front Aerial View Rear Aerial View AR-170 AR-CO Cover Sheet 79 King Street, LLC New York, NY 10025 BSBK Architects LLP 230 West 38th St, 16th Floor New York, NY 10018 Berkshire Design Group 4 Allen Place Northampton, MA 01060 REVISED AUGUST 12, 2021 REVISED OCTOBER 4, 2023 Utility PlanLC-501 79 King Street, LLC 838 West End Ave. North & South Elevations (Currently Proposed) AR-100 East Elevation & Site Plan Detail (Currently Proposed) AR-120 Northampton Precedents Zoning Analysis Zoning Analysis E 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 SSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S SGGGGGG6"PLASTIC GGGG GGGG G GG G GG G GG G 4 "H P G A SDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D DD D D DD 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 OHW A/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 Ceda r R o w Vent Pipe Parking Meters TBM=Top Spindle Of Hydrant EL=137.83' #79 1 Story Brick Commercial Building Concre t e R a m p / Metal R ai li 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" P V C KING STREETA 1987 C i t y A l te r a t ion ~ VAR IAB L E W ID TH 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 Bitumino 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 u s C u r b Bitumi n o us C ur b Lawn Lawn Lawn Lawn Lawn Lawn Bitumi n ous Co ncrete Bitum inou s Con c re te B i kep a 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 et e Bituminous Concrete Concrete Pavers Gr an i t e Cu r bMet a l Fen c e FF(Carpet) EL=138.46' FF(Metal Threshold) EL=138.41 S 50°32'54" W 163.00'S 49°35'54" W 194.79'Bitumi n o us C ur b 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 Pa v e m e n tMe t a l F e n c e<< 6"PVC<< 6"PVCConc re te Ap ron Concr e te Ap ron C o n c r e te Ap r on Evergre en S hru b R o w 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 Pl an t ing s R.D. R.D. R.D. Bollard Bollard Bollard Bollard Edge Of Pave ment HP Switch Concr et e W al k ADA Pad Bitumi n o u s C ur b Concre t e C u r b B i t . Cu r b Concre t e Walk Bit . 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"RC P > > 118.7'118.3 ' 1 1 8 . 2 '13713 8 13 7 136 1371 3 6 134135136137 132133 137.8 137.7 137.5 137.5 136.9 136.6 136.5 136.5 136.5 138.3 138.3 138.3 TT T TTTT TTT TTT TT T T TTTTTTTTT T TT TTT T T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E E EEE EE EEE E E EE EEE EEE E E E 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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 79 King Street, LLC 838 West End Avenue, 8-C New York, New York 10025 PID: 31B-216-001 Deed Book 14962, Page 131 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 OHW OHWOHWOHW OHWOHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHWOHWOHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHW OHWOHWOHWOHW OHW OHWOHW OHWOHWOHW OHWOHW OHWOHWOHW OHW OHWOHW OHW OHW OHW OHWOHW OHWOHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHWOHWOHW OHW OHW OHW OHW OHW OHWOHWOHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHW OHWOHW OHW OHWOHW OHWOHWOHWOHWOHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHW OHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHW OHWOHWOHWOHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHWOHWOHWOHW OHWOHWOHW OHW OHWOHWOHW OHWOHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHWOHWOHW OHW OHWOHWOHW OHWOHWOHWOHW OHWOHWOHWOHW OHWOHW OHWOHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHWOHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHWOHWOHW OHWOHW OHWOHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHWOHWOHW OHWOHW OHWOHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHWOHW OHW OHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHW OHWOHW OHWOHWOHWOHW OHWOHWOHW OHW OHWOHWOHW OHW OHWOHWOHW OHWOHWOHW OHW OHWOHW OHW 22" Locust OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHW OHWOHWOHWOHW OHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHWOHWOHW 18/18/10/10" Locust OHWOHW OHW OHWOHW OHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHWOHW OHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHW OHW OHWOHW OHWOHW OHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHW OHW OHWOHW OHW OHWOHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHWOHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHWOHW OHWOHW OHW OHWOHWOHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHWOHW OHW OHW OHWOHW OHW OHWOHW OHWOHW OHWOHWOHW OHWOHW OHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHWOHW OHW OHW OHWOHW Ceda r R o w #79 1 Story Brick Commercial Building KING STREETA 1987 C i t y A l te r a t ion ~ VAR IAB L E W ID TH E D 8" Stump 30" Stump Evergre en S hru b R o w 13713 8 13 7 136 1371 3 6 134135136137 132133 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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 S22 ' 3 .3 '12'3' 1 2 ' 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 1 2 '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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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 136 E E E E E E E E E E E E E T T T T T T T E EEEEE E E E E CB # RIM = 1 3 5. 6 0 136136135 136135S S W W W W W W 136136 1 3 6 136 135 1 3 7TT T TTTT TTT TTT TT T T TTTTTTTTT T TT TTT T T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E E EEE EE EEE E E EE EEE EEE E E E E E S S 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 E E E E E E E E E E E E E T T T T T T T E EEEEE 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 = 126.0TT T TTTT TTT TTT TT T T TTTTTTTTT T TT TTT T T TWWWWWWWWWWWWWWWWWWWWWW W W W E E E E E E E EEE EE EEE E E EE EEE EEE E E E 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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. October 4, 2023 S S S SKING STREETA 1987 C i t y A l te r a t ion ~ VAR IAB L E W ID TH 13713 8 13 7 136 1371 3 6 134135136137 132133 EXISTING 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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 t y A l te r a t ion ~ VAR IAB L E W ID TH 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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 t y A l te r a t ion ~ VAR IAB L E W ID TH 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 2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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\ARCHIVE\DETAILS 1_2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 12" 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 12" 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: INFILTRATION TRENCH3NOT TO SCALE 12" (MIN.) 6" (MIN.) 24" (MIN.) 18" (MIN.) SECTION UNDER GRASSSECTION UNDER PAVEMENT FINISH GRADE - SURFACE VARIES, SEE PLAN 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 6" PERFORATED SDR35 PVC WITH HOLES ORIENTED DOWN LOAM TOPSOIL/PLANTING MEDIA, AS PER LANDSCAPING REQUIREMENTS SAND OR GRAVEL BORROW SUBBASE, AS PER PAVEMENT REQUIREMENTS 0.5' Not to Scale CS SD-100 October 4, 2023 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\ARCHIVE\DETAILS 1_2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 MESHWITH 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 FLO 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 38" TO 58" 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 October 4, 2023 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\ARCHIVE\DETAILS 1_2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 October 4, 2023 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\ARCHIVE\DETAILS 1_2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 34" 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.October 4, 2023 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\ARCHIVE\DETAILS 1_2021-08-10_REVISED 2023-10-04.DWG PLOT DATE: 10/5/202379 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 OVERFL 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 OUTLE 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 October 4, 2023 79 KING STREET NORTHAMPTON, MA OCT 04, 2023 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLANGROUND FLOOR PLANKING STREET3,406 SF RETAIL (TBD) 13,815 SF PARKING 372 SF CORE 501 SF CORE 350 SF TRASH / SERVICELOBBY 251 SF ELEC ROOM 1,039 SF LOBBY VESTIBULE N M A I L B O X VESTIB U L E P A CK A G E 239 SF WATER ADJACENT BUILDING 1 4 9' - 3 1 /8 " 2 6' - 1 0 " 54' - 4"80' - 4"ACCESS TO BIKE PATH AUTOMATED STACKING CAR STORAGE (TYP) BICYCLE STORAGE SHELTER22' - 0"3' - 3"SET BACK MINIMUM4' - 0" NORTH SIDE66' - 0"0' - 0" 0' - 0" 0' - 0"135.100' 3 4 3 3 3 1 3 0 1 2 3 6 7 8 9 1 0 1 1 2 72829 4 1 4 2 223 1 9 2 5 2 6 5 1 7 1 8 2 1 2 5 2 0 3 2 0' - 0"20'-0".8' - 6" TYP .18' - 4" TYP.P U B L I C BIKE PAT H T O K IN G S T R E E T 135.100' 175 SF CORRIDOR 1 5 1 2 1 3 1 6 2 48'-0"BUILD-TO-ZONE MIN 7'-1 1/4" BUILD-TO-ZONE MAX 11'-4 1/8" REA R SET BA CK MIN I MUM47'-0" R EAR SET BACK MAX IM UM61'-4 1/4"SET BACK MINIMUM7' - 0" SOUTH SIDESET BACK MAXIMUM8' - 10" SOUTH SIDENORTH SIDE SET BACK MAXIMUM38' - 2 1/2"BUILDING WIDTH118'-2 1/8"PROPOSED PARKING SETBACK. PER SECTION 350-22.2(1)(G). COMPLIES 81'-2 3/8" 1' - 2"136.267' 0' - 0" 135.100' 0' - 0" 135.100' 1' - 2" 136.267' 0' - 0 1/2" 135.142' ENTRYWAY DEPTH 8'-11" ENTRYWAY DEPTH 11'-5 1/8"ENTRYWAY WIDTH6'-3 1/4"ENTRYWAY WIDTH6'-9 1/2"3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA PR-200 - GROUND FLOOR PLAN UNIT MIX NAME COUNT PERCENTAGE AREA 1 BD RM 24 35%21,103 SF 2 BD RM 34 50%42,371 SF 3 BD RM 3 4%4,970 SF GYM 1 50%805 SF LOUNGE 1 50%1,516 SF STUDIO 8 11%4,787 SF TOTAL 71 75,551 SF RENTABLE VS NON-RENTABLE S.F. NAME AREA COMMENTS CORRIDOR 175 SF P. RM.70 SF 3 BD RM 1,602 SF NON-RENTABLE CORE 6,130 SF NON-RENTABLE CORRIDOR 7,666 SF NON-RENTABLE ELEC ROOM 251 SF NON-RENTABLE LOBBY 1,039 SF NON-RENTABLE LOUNGE 0 SF NON-RENTABLE TRASH / SERVICELOBBY 350 SF NON-RENTABLE WATER 239 SF NON-RENTABLE 1 BD RM 21,103 SF RENTABLE 2 BD RM 42,371 SF RENTABLE 3 BD RM 4,970 SF RENTABLE BICYCLE STORAGE 0 SF RENTABLE GYM 805 SF RENTABLE LOUNGE 1,516 SF RENTABLE PARKING 13,815 SF RENTABLE RETAIL (TBD) 3,406 SF RENTABLE STUDIO 4,787 SF RENTABLE TOTAL 110,296 SF RENTABLE VS NON-RENTABLE TOTALS COMMENTS AREA 246 SF NON-RENTABLE 17,278 SF RENTABLE 92,773 SF TOTAL 110,296 SF GROSS S.F. TOTALS LEVEL AREA Not Placed 0 SF GROUND FLOOR 20,150 SF 2ND FLOOR 22,281 SF 3RD FLOOR 22,291 SF 4TH FLOOR 22,297 SF 5TH FLOOR 22,278 SF ROOF 999 SF TOTAL 110,296 SF 79 KING STREET, NORTHAMPTON, MA LOT AREA = (+/-) 36,256 S.F. CENTRAL BUSINESS DISTRICT (CB) ZONING MAP 31B SITE SUMMARY CODE SUMMARY SIDE YARD SETBACK FOR NATURAL LIGHT REQUIRED PROPOSED IBC CHAPTER 12 AT RESIDENTIAL OCCUPANCY 3' SETBACK SHALL A FIVE STORY BUILDING 7' PROPOSED IBC(2015) 1205.1PROVIDED AT FIRST TWO STORIES, PLUS 1'REQUIRES 6' SIDE YARD IBC(2015) 1206.2 PER EACH FLOOR ABOVE 2ND FLOOR (UP TO 14) CB ZONING SETBACKS:FRONT: (MAXIMUM) 5 FEETREAR: NONE REQUIREDSIDES: NONE REQUIRED CB ZONING HEIGHTS:MINIMUM HEIGHT: 30 FEETMAXIMUM HEIGHT: 70 FEET (19.3%) (80.7%) MAXIMUM AREA OF EXTERIOR WALL OPENINGS REQUIRED PROPOSED IBC CHAPTER 7 AT RESIDENTIAL OCCUPANCY (>3' -<5')15% MAXIMUM (SPRINKLERED)14%IBC(2015) 705.8AT RESIDENTIAL OCCUPANCY (>5' -<10')25% MAXIMUM (SPRINKLERED)24%IBC(2015) 705.8 CONSTRUCTION CLASSFICATION REQUIRED PROPOSED IBC CHAPTER 7CLASS IIIA (R-2, M)MAX 5 STORIES / 85'-0" (SPR)*5 STORIES / 60'-0"IBC(2015) 504CLASS IIB (S-2 PARKING)MAX 4 STORIES / 75'-0"(SPR)1 STORY / 17'-0"IBC (2015) 504 *PER 504.3 ASSEMBLY USES IN CONSTRUCTION CLASS IIIA ARE PERMITTED IN BUILDINGS WITH A MAXIMUM OF 4 STORIES. PER 508.2.2 IN MIXED USE BUILDINGS THE ALLOWABLE HEIGHT AND NUMBER OF STORIES OF THE BUILDING CONTAINING ACCESSORY OCCUPANCIES SHALL BE IN ACCORDANCE WITH SECTION 504 FOR THE MAIN OCCUPANCY OF THE BUILDING. THEREFORE, ACCESSORY ASSEMBLY USES ARE PERMITED ON THE 5TH STORY OF THE PRIMARLY RESIDENTIAL BUILDING. CONSTRUCTION TARGETS1. CONSRUCTED WITH MASS TIMBER CONSTRUCTION SYSTEM2. PROJECT TO BE DESIGNED TO PASSIVE HOUSE STANDARDS GLAZING PERCENTAGE10,475 SF GLAZED AREA / 42,635 GROSS WALL AREA = 24.5% GLAZED AREA ADA COMPLIANCEPER 1107.6.2 2015 IBC: AT LEAST 2% OF THE UNITS SHALL BE A TYPE A UNIT IN ACCORDANCE WITH ANSI 117.1 TYPE A UNITS SHALL BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. ALL OTHER UNITS TO BE TYPE B UNITS. (36) (65) Building Size 132,617 gross sf 17’-0” Ground floor height 10’-6” Typical floor height Parking 65 indoor parking spaces Amenity Program Spaces Ground floor retail space = 3,406 sf Resident amenity green roof = 3,400 sf 2nd floor resident amenity suite = 2,391 sf Construction Target consructed with mass timber structural system and designed to passive house standards with roof solar panels Unit Count ST 1 BD 2BD 3 BD 2ND FL 2 6 7 1 3RD FL 2 6 9 1 4TH FL 2 6 9 1 5TH FL 2 6 9 1 6TH FL 2 6 6 1 10 30 43 5 TOTAL 88 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 4 5 2 4 3 3 1 4 8 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-201 - MEZZANINE FLOOR PLANMEZZANINE PLAN 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN2ND FLOOR PLAN 1,602 SF 3 BD RM 361 SF CORE 591 SF STUDIO 974 SF 1 BD RM 295 SF CORE863 SF 1 BD RM 1,257 SF 2 BD RM 1,142 SF 2 BD RM 1,140 SF 2 BD RM 1,262 SF 2 BD RM 859 SF 1 BD RM 1,516 SF LOUNGE 853 SF 1 BD RM 1,392 SF 2 BD RM 305 SF CORE 863 SF 1 BD RM 129 SF CORE 1,931 SF CORRIDOR 1,347 SF 2 BD RM 1,258 SF 2 BD RM 605 SF STUDIO 863 SF 1 BD RM4"805 SF GYM TRASH RM 70 SF P. RM.117' - 5"66' - 0" 6 7' - 7 3 /4" 7 4 ' - 6 1 /4 " 9 ' - 3 1/8 " 6 8 ' - 1 1 /2 " 1 4 2 ' - 5 7 /8 " 1 4 2 ' - 5 7 /8 "48' - 0 3/8"65' - 8 3/4"5 ' - 2" 4' - 7 3/4" 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-202 - 2ND FLOOR PLAN 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLANTYPICAL FLOOR PLAN 360 SF CORE 1,903 SF CORRIDOR 979 SF 1 BD RM 304 SF CORE 865 SF 1 BD RM 1,260 SF 2 BD RM 1,147 SF 2 BD RM 1,142 SF 2 BD RM 1,266 SF 2 BD RM 865 SF 1 BD RM 865 SF 1 BD RM 121 SF CORE 1,353 SF 2 BD RM 1,261 SF 2 BD RM 607 SF STUDIO 865 SF 1 BD RM 2 8 ' - 6 " 1,655 SF 3 BD RM 1,383 SF 2 BD RM 843 SF 1 BD RM 1,216 SF 2 BD RM 1,157 SF 2 BD RM 590 SF STUDIO 271 SF CORE TRASH RM118' - 0"66' - 0" 6 7' - 8 1 /2 " 7 4 ' - 6 1 /4 " 9 ' - 3 1/8 " 6 8 ' - 1 1 /2 " 1 4 2 ' - 5 7 /8 " 1 4 2 ' - 5 7 /8 "48' - 0 3/8"4' - 7 3/4"65' - 8 3/4"5 ' - 2 1 /2 " 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-205 - 5TH FLOOR PLAN 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 803 SF CORE 196 SF CORE SOLAR PANEL AREA 8,400 SF L O B B Y E C R SETBACK 10'-0" 57'-6 5/8"114'-4 1/4"4'-9 1/8"63'-3 3/4"63'-3 3/4"RESIDENT AMENITY TERRACE = 3,400 SF 6 2'-11 1/4" 1 50 '-0" 6TH FLOOR TERRACE BELOW 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-206 - ROOF PLANROOF PLAN 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLANREPRESENTATIVE MASS TIMBER INTERIOR - CARBON 12 CONDOMINIUM BULDING PORTLAND, OR (COURTESY, KAISER - PATH) 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 79 KING STREET - PLANNING BOARD SUBMISSION NORTHAMPTON PRECEDENTS COMMON WINDOW SIZES IN VARIED GROUPS HIGHLY DETAILED CORNICEMASONRY PIERS 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN brickwoodmetalFIELD BRICK ACCENT BRICK WOOD CLADDING DECORATIVE CORNICE PANELS 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 10 1/2" 3RD FLOOR 38' - 9" 4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF STONE BASE (TYP)STOREFRONT WITH METAL PANELSPTD. ALUMINUM CANOPY (TYP) STONE BELT COURSE (TYP) TRIPLE PANE CASEMENT WINDOW (TYP) STOREFRONT DECORATIVE ALUM CORNICE PANELS FIELD BRICK CLADDING DARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP)63' - 2 1/2"14' - 0"14' - 0"-402 - West Elevation Large WEST ELEVATION (PREVIOUSLY APPROVED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN brickwoodmetalBRICK WOOD CLADDING DECORATIVE CORNICE PANELS 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 7 1/2" ROOF STONE BASE (TYP)STOREFRONT WITH METAL PANELSFABRIC AWNING (TYP) STONE BELT COURSE (TYP) TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD CLADDING DECORATIVE ALUM CORNICE PANELS FIELD BRICK CLADDING DARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP)14' - 0"14' - 0"GLAZED ACCENT BRICK COURSE (TYP)METAL PANEL CLADDING CORRUGATED METAL CLADDING 59' - 0" 6TH FLOOR WOOD PANELS PTD. ALUMINUM CANOPY 3/16" = 1'-0" KING ST. NORTHAMPTON, MA Project No.: 2030 R-402 - WEST ELEVATION LARGE WEST ELEVATION (CURRENTLY PROPOSED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 10 1/2"3RD FLOOR 38' - 9" 4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF STONE BASE (TYP)ALUMINUM FENCEWOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) STOREFRONT DECORATIVE ALUM CORNICE PANELS FIELD BRICK CLADDINGDARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP)63' - 2 1/2"PTD. MTL PANELS 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 10 1/2" 3RD FLOOR 38' - 9"4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF 69' - 3" T.O. BULKHEAD STONE BASE (TYP) WOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) FIELD BRICK CLADDING DARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP) PTD. ALUM. GARAGE DOOR 62' - 5 1/2"65' - 3"5' - 0" 4' - 6" 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: Project Number 05/27/21 P-401 - NORTH & SOUTH ELEVATIONS 3/32" = 1'-0"2 PRESENTATION SOUTH ELEVATION 3/32" = 1'-0"1 PRESENTATION NORTH ELEVATION 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 10 1/2"3RD FLOOR 38' - 9" 4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF STONE BASE (TYP)ALUMINUM FENCEWOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) STOREFRONT DECORATIVE ALUM CORNICE PANELS FIELD BRICK CLADDINGDARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP)63' - 2 1/2"PTD. MTL PANELS 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 10 1/2" 3RD FLOOR 38' - 9"4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF 69' - 3" T.O. BULKHEAD STONE BASE (TYP) WOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) FIELD BRICK CLADDING DARK ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP) PTD. ALUM. GARAGE DOOR 62' - 5 1/2"65' - 3"5' - 0" 4' - 6" 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: Project Number 05/27/21 P-401 - NORTH & SOUTH ELEVATIONS 3/32" = 1'-0"2 PRESENTATION SOUTH ELEVATION 3/32" = 1'-0"1 PRESENTATION NORTH ELEVATION SOUTH ELEVATION NORTH ELEVATION NORTH & SOUTH ELEVATIONS (PREVIOUSLY APPROVED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 7 1/2" ROOF STONE BASE (TYP)ALUMINUM FENCEWOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD CLADDING CORRUGATED METAL PANELS CEMENT BOARD CLADDINGGLAZED ACCENT BRICK COURSE (TYP)CORRUGATED METAL PANELS CEMENT BOARD CLADDING CEMENT BOARD SILLS DECORATIVE ALUM CORNICE PANELS CEMENT BOARD CLADDING 59' - 0"6TH FLOOR OPEN GARAGE WALL OPENINGS (TYP) 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 7 1/2" ROOF 80' - 7 1/2" T.O. BULKHEAD STONE BASE (TYP) STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD CLADDING GLAZED ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP) PTD. ALUM. GARAGE DOOR 5' - 0" CEMENT BOARD SILLSCORRUGATED METAL PANELS CORRUGATED METAL PANELSCEMENT BOARD CLADDING 59' - 0" 6TH FLOOR OPEN GARAGE WALL OPENINGS (TYP)PTD. ALUM. GARAGE DOOR 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-401 - NORTH & SOUTH ELEVATIONS 3/32" = 1'-0"2 PRESENTATION SOUTH ELEVATION 3/32" = 1'-0"1 PRESENTATION NORTH ELEVATION 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 7 1/2" ROOF STONE BASE (TYP)ALUMINUM FENCEWOOD PANELS STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD CLADDING CORRUGATED METAL PANELS CEMENT BOARD CLADDINGGLAZED ACCENT BRICK COURSE (TYP)CORRUGATED METAL PANELS CEMENT BOARD CLADDING CEMENT BOARD SILLS DECORATIVE ALUM CORNICE PANELS CEMENT BOARD CLADDING 59' - 0"6TH FLOOR OPEN GARAGE WALL OPENINGS (TYP) 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 7 1/2" ROOF 80' - 7 1/2" T.O. BULKHEAD STONE BASE (TYP) STONE BELT COURSE (TYP)TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD CLADDING GLAZED ACCENT BRICK COURSE (TYP)SOLDIER COURSE BRICK SPANDRELS (TYP) PTD. ALUM. GARAGE DOOR 5' - 0" CEMENT BOARD SILLSCORRUGATED METAL PANELS CORRUGATED METAL PANELSCEMENT BOARD CLADDING 59' - 0" 6TH FLOOR OPEN GARAGE WALL OPENINGS (TYP)PTD. ALUM. GARAGE DOOR 3/32" = 1'-0"79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-401 - NORTH & SOUTH ELEVATIONS 3/32" = 1'-0"2 PRESENTATION SOUTH ELEVATION 3/32" = 1'-0"1 PRESENTATION NORTH ELEVATION SOUTH ELEVATION NORTH ELEVATION NORTH & SOUTH ELEVATIONS (CURRENTLY PROPOSED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 17' - 0" 2ND FLOOR 27' - 10 1/2" 3RD FLOOR 38' - 9"4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF FIELD BRICK CLADDING SOLDIER COURSE BRICK SPANDRELS (TYP) WOOD PANELSALUM. CASEMENT WINDOW (TYP) 17' - 0" 2ND FLOOR 27' - 10 1/2" 3RD FLOOR 38' - 9" 4TH FLOOR 49' - 7 1/2" 5TH FLOOR 7' - 6" MEZZANINE 60' - 6" ROOF WOOD PANELS TRIPLE PANE CASEMENT WINDOW (TYP) FIELD BRICK CLADDING SOLDIER COURSE BRICK SPANDRELS (TYP) DECORATIVE PTD. ALUMINUM FIN (TYP) 4" DEEP BRICK PILASTER (TYP) PTD. ALUMINUM COPING As indicated79 KING ST. NORTHAMPTON, MA Project No.: Project Number 06/07/21 P-403 - EAST ELEVATION EAST ELEVATION INE, TYPICAL NEW MIXED-USE BUILDINGSEE ARCHITECTURAL PLANS PARKING GARAGE ENTRANCE PARKING GARAGE EXIT EXISTING CONNECTION TO NORTHAMPTON BIKEWAY PLAZA WITH BENCHES & BIKE REPAIR STAND BUILDING OVERHEAD EXIT DRIVE BIKE CONNECTOR/WALKWAY BIT. CONC. PAVING EXISTING LARGE TREES TO REMAIN BICYCLE STORAGE FIRE TRUCK ACCESS LANE CONCRETE RETAINING WALL WITH RAILING BUILDING SOLAR PANEL AREA RETAINING WALL EAST ELEVATION & SITE PLAN DETAIL (PREVIOUSLY APPROVED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 7' - 6" MEZZANINE 69' - 7 1/2" ROOF CEMENT BOARD CLADDING CEMENT BOARD SILLS ALUM. CASEMENT WINDOW (TYP) 59' - 0" 6TH FLOOR OPEN GARAGE WALL OPENINGS (TYP) 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 7' - 6" MEZZANINE 69' - 7 1/2" ROOF WOOD PANELS TRIPLE PANE CASEMENT WINDOW (TYP) CEMENT BOARD SILLS DECORATIVE PTD. ALUMINUM FIN (TYP) CEMENT BOARD CLADDING PTD. ALUMINUM COPING SOLDIER COURSE BRICK SPANDRELS (TYP) 59' - 0" 6TH FLOOR As indicated79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-403 - EAST ELEVATION EAST ELEVATION INE, TYPICAL NEW MIXED-USE BUILDINGSEE ARCHITECTURAL PLANS PARKING GARAGE ENTRANCE PARKING GARAGE EXIT EXISTING CONNECTION TO NORTHAMPTON BIKEWAY PLAZA WITH BENCHES & BIKE REPAIR STAND BUILDING OVERHEAD EXIT DRIVE BIKE CONNECTOR/WALKWAY BIT. CONC. PAVING EXISTING LARGE TREES TO REMAIN BICYCLE STORAGE FIRE TRUCK ACCESS LANE CONCRETE RETAINING WALL WITH RAILING BUILDING SOLAR PANEL AREA RETAINING WALL EAST ELEVATION & SITE PLAN DETAIL (CURRENTLY PROPOSED) 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN K I N G S T R E E T 79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-208 - 3D VIEW - FrontFRONT AERIAL VIEW 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN 79 KING ST. NORTHAMPTON, MA Project No.: 2030 09/29/23 PR-209 - 3D View - RearREAR AERIAL VIEW 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN ZONING DISTRICT ADDRESS 79 KING ST, NORTHAMPTON, MA LOT AREA LOCATION ZONING ANALYSIS ITEM AS PER SECTIONOF ZONING RES.ALLOWED / REQUIRED PROPOSED CENTRAL BUSINESS-SIDE STREET DISTRICT (CB-SIDE STREET) TOTAL ZONING LOT = 36,348 S.F. REFER TO DRAWINGS (SHEET / DETAIL)COMPLIANCE SECTION 350-22.2 CENTRAL BUSINESS-SIDE STREET DISTRICT (CB-SIDE STREET) LOT STANDARDS (1)LOT SIZE (MINIMUM / MAXIMUM) FRONTAGE (MINIMUM / MAXIMUM) LOT WIDTH LOT DEPTH SIDE SET BACK (MINIMUM / MAXIMUM) A. REAR SETBACK B. BUILD-TO-ZONE. 0 FEET TO 10 FEET SPECIAL PERMIT TO INCREASE MAXIMUM FRONT SET-BACK. PB C. BUILDING TO FRONTAGE OCCUPANCY (MINIMUM). 75% D. ALLOWED USES OF LOT FRONTAGE ZONE. BUILDING, LANDSCAPE COMPONENT, PUBLIC REALM COMPONENT, DRIVEWAY (WHEN ALLOWED) E. DRIVEWAY WIDTH IN LOT FRONTAGE ZONE (MAXIMUM) (WHEN ALLOWED).20 FEET F. GROUND FLOOR USE LIMITATION AREA, RESIDENTIAL USE (MINIMUM). 0 FEET G. GROUND FLOOR USE LIMITATION AREA, PARKING USE (MINIMUM). 0 FEET; SITE H. DISTRICT TRANSITIONAL BUFFER, WIDTH (MINIMUM). 20 FEET LOT AREA = 36,348 S.F. (2)I. FURNISHING AND UTILITY ZONE (MINIMUM). 2 FEET J. PEDESTRIAN THROUGHWAY (MIINIMUM). 5 FEET K. LOT FRONTAGE ZONE (MINIMUM). 2 FEET PUBLIC REALM DIMENSIONS (3) (a) HEIGHTBUILDING MASSING L. HEIGHT (MINIMUM / MAXIMUM). 30 FEET/70 FEET M. GROUND FLOOR HEIGHT (MINIMUM). 12 FEET N. UPPER FLOOR HEIGHT (MINIMUM). 10 FEET O. GROUND FLOOR ELEVATION (MAXIMUM AVERAGE). 2 FEET UPPER STORY SETBACK AT FRONT OF LOT (MAXIMUM BUIDLING HEIGHT AT FRONT LOT LINE/ REQUIRED STEP-BACK DISTANCE FROM FRONT LOT LINE FOR ADDITIONAL STORIES). 55 FEET/10 FEET (4) (a) ROOF P. MAXIMUM PITCHED ROOF SURFACE DISTANCE WITHOUTH VARIATION. 100 FFET (4) (b) FACADE Q. VERTICAL ARTICULATION OF BAYS FOR STREET-FACING FACADES (MINIMUM / MAXIMUM LENGHT OF BAYS). 6 FEET/ 50 FEET R. CONTIGUOUS BLANK WALL AREA, GROUND FLOOR (MAXIMUM PER FLOOR).85 SQUARE FEET S. CONTIGUOUS BLANK WALL AREA, UPPER FLOOR (MAXIMUM PER FLOOR). 100 SQUARE FEET T. MAXIMUM DISTANCE BETWEEN GROUND FLOOR PEDESTRIAN ENTRANCES. 50 FEET (4) (c) FENESTRATION U. PERCENTAGE FENESTRATION, GROUND FLOOR (MINIMUM / MAXIMUM). PER GROUND FLOOR FACADE TYPE V. PERCENTAGE FENESTRATION, UPPER FLOORS (MINIMUM / MAXIMUM) WHEN NOT SPECIFIED ELSEWHERE . 20% / 40% (4) (d) GROUND FLOOR FACADE TYPES* STOREFRONT FACADE TYPE. Y COMMERCIAL FACADE TYPE. Y RESIDENTIAL FACADE TYPE. SITE CIVIC FACADE TYPE, FOR CIVIC USE [SEE SECTION 350-21.7 F(6)(f).]. SITE CIVIC FACADE TYPE, FOR ALL OTHER USES [SEE SECTION 350-21.7 F(6)(g).]. PB (4) (e) BUILDING COMPONENTS AWNING. Y ENTRY CANOPY. Y BALCONY. Y BAY WINDOW. Y ARCADE. Y GALLERY. Y PORCH. Y STOOP, PORTICO, LIGHTWELL. SITE (5) BUILDING DETAILS BUILDING DESIGN STANDARDS AND GUIDELINES, REVIEW DESIGN GUIDELINES AND STANDARDS RELATED TO BUILDINGS CONTAINED IN SECTION 350-21.7. REVIEW BY PLANNING BOARD FOR PROJECTS SUBJECT TO SITE PLAN APPROVAL. (6)NEW CONSTRUCTION OR ADDITION WITH FOOTPRINT OF 10,000 TO 90,000 SQUARE FEET GROSS FLOOR AREA. PBBUILDING BULK GREEN INFRASTRUCTURE (8) PUBLIC REALM COMPONENTS (9) OFF-STREET PARKING AND DRIVEWAYS (10)EXPANSION OF FOOTPRINT, NEW GROSS FLOOR AREA; NEW CONSTRUCTION. NEW PARKING REQUIRED ONLY FOR THEATERS AND NIGHTCLUBS. SEE TABLE IN SECTION 350-8.1. BICYCLE PARKING. PER SECTION 350-8.11 -MIXED USE: REQUIREMENTS FOR EACHRESIDENTIAL, HOTEL, MOTEL, BED-AND-BREAKFAST: 0.1 SPACES PER DWELLING UNIT. THEATER. GYMNASIUM...COMMERCIAL, RETAIL...:1.0 SPACES PER 1000 NEW CURB CUT. PB MORE THAN ONE CURB CUT. NO SURFACE PARKING LOCATED WITHIN THE LOT FRONTAGE ZONE. NO PEDESTRIAN PASSAGE FROM REAR PARKING TO FRONT OF LOT (MAXIMUM DISTANCE ALONG FRONTAGE BETWEEN PEDESTRIAN PASSAGES). 200 FEET USES RESIDENTIAL USE ABOVE FIRST FLOOR. Y MIXED RESIDENTIAL / COMMERCIAL. Y ALL RETAIL, PERSONAL SERVICE, ARTIST'S SPACE, RETAIL OR MEDICAL MARIJUANA SALES, WHOLESALE AND BUSINESS SALES AND SUPPLY OF GOODS AND SERVICES. Y ROOFTOP SOLAR HOT WATER AND PHOTOVOLTAICS. Y SEE SECTION 350-21.9 SEE SECTION 350-21.10 UTILITIES DRIVEWAY & ALLEY CROSSING SIDEWALKS LANDSCAPE COMPONENTS DRIVEWAY WIDTH = 22'-0" N/A FRONTAGE 129.99'N/A 357.79'N/A 129.99'N/A NORTH: MINIMUM = 4'-0", MAXIMUM = 38'-2 1/2 SOUTH: MINIMUM = 7'-0", MAXIMUM = 8'-10"N/A MINIMUM: 47'-0", MAXIMUM: 61'-4 1/4"N/A COMPLIES N/A N/A BUILDING TO FRONTAGE CCCUPANCY 91%COMPLIES PROPOSED USES = BUILDING, LANDSCAPE COMPONENT, PUBLIC REALM COMPONENT & DRIVEWAY COMPLIES NO RESIDENTIAL USE PROPOSED AT GROUND FLOOR COMPLIES PROPOSED PARKING = 81' 2 3/8" SETBACK FROM PROPERTY LINE COMPLIES N/A COMPLIES EXISTING 7'-6" SIDEWALK TO REMAIN COMPLIES EXISTING 7'-6" SIDEWALK TO REMAIN COMPLIES EXISTING 7'-6" SIDEWALK TO REMAIN COMPLIES PROPOSED BUILDING HEIGHT = 69'-6"COMPLIES PROPOSED GROUND FLOOR HEIGHT = 17'-0"COMPLIES PROPOSED UPPER FLOOR HEIGHT = 10'-6"COMPLIES PROPOSED GROUND FLOOR = 0'-0" ALONG KING STREET, 1'-2" WITHIN PARKING AREA COMPLIES PROPOSED BUILDING HEIGHT = 69' 6". 10'-0" SETBACK PROVIDED.DOES NOT COMPLY NO PITCHED ROOF PROVIDED COMPLIES COMPLIES MAXIMUM CONTIGUOUS BLANK WALL AREA AT GROUND FLOOR = 190SF PREVIOUSLY APPROVED MAX CONTIGUOUS BLANK WALL AREA AT UPPER FLOOR = 59 SF COMPLIES COMPLIES SEE ANALYSIS PER 350-21.7 (F)(4) COMPLIES N/A COMPLIES COMMERCIAL FACADE TYPE PROPOSED COMPLIES N/A COMPLIES N/A COMPLIES N/A COMPLIES TWO AWNINGS PROPOSED COMPLIES ONE ENTRY CANOPY PROPOSED COMPLIES NO BALCONY PROPOSED N/A NO BAY WINDOW PROPOSED N/A NO ARCADE PROPOSED N/A NO GALLERY PROPOSED N/A NO PORCH PROPOSED N/A NO STOOP, PORTICO, LIGHTWELL PROPOSED N/A SEE ADDITIONAL ZONING ANALYSIS THAT FOLLOWS 20,083 SF GROSS FLOOR AREA N/A SEE LANDSCAPE PLANS NEW UNDERGROUND UTILITY CONNECTIONS PROPOSED NONE REQUIRED / 65 PROPOSED SPACE ONE NEW CURB CUT PROPOSED COMPLIESONE NEW CURB CUT PROPOSED COMPLIESPROPOSED PARKING BEYOND LOT FRONTAGE ZONE. COMPLIESN/A RESIDENTIAL USE PROPOSED ABOVE FIRST FLOOR MIXED RESIDENTIAL / COMMERCIAL PROPOSED COMMERCIAL / RETAIL PROPOSED ROOFTOP PHOTOVOLTAICS PROPOSED.SEE BUILDING SECTION FOR PARKING REQUIREMENTS PROPOSED BAYS 16'-10" MINIMUM, 20'-0" MAXIMUM 23'-5 1/2" BETWEEN GROUND FLOOR PEDESTRIAN ENTRANCES SEE ELEVATION SEE ELEVATION SEE ELEVATION SEE ELEVATION /4 PR-601 SEE ELEVATION SEE ELEVATION COMPLIES PB COMPLIES COMPLIES COMPLIES COMPLIES PB DRIVEWAY PROPOSED SIDEWALK PROPOSED LANDSCAPE COMPONENTS PROPOSED /2 PR-601 SEE GF PLAN SEE GF PLAN MIN = 7' 1 1/4", MAX = 11' 4 1/8"SEE GF PLAN PREVIOUSLY APPROVED SEE GF PLAN SEE GF PLAN /2 PR-601 /2 PR-601 /2 PR-601 SEE GF PLAN /2 PR-601 /2 PR-601 (7)(b) BUFFERS PARKING BUFFER, WIDTH (MINIMUM)*. 10 FEET PARKING BUFFER, SCREENING HEIGHT (MINIMUM). SEE ALSO SECTION 350-6.8E. 5 FEET. ALL PARKING INTERIOR TO BUILDING ALL PARKING INTERIOR TO BUILDING COMPLIES COMPLIES SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS (7)(a) LANDSCAPE COMPONENTS SIDEWALK EXTENSION. Y FRONT PLAZA. Y FRONT TERRACE. Y FRONT YARD. SITE LANDSCAPE PATH. Y FRONT RAMP. Y GARDEN. Y FENCE OR LANDSCAPE WALL. Y LANDSCAPING SIDEWALK EXTENSION PROPOSED. FRONT PLAZA PROPOSED. NO FRONT TERRACE PROPOSED. FRONT YARD SETBACK 7'-1 1/4" TO 11'-4 1/8" PROPOSED. BIKE PATH FROM FRONT TO REAR OF PROPERTY PROPOSED. NO FRONT RAMP PROPOSED. REAR YARD GARDEN PROPOSED. RETAINING WALL AND GUARDRAIL PROPOSED ALONG BIKE PATH COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS SEE GF PLAN SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES 32% AND 36% FENESTRATION AT UPPER FLOORS SEE ELEVATION /3 PR-601 RESIDENTIAL: 88 UNITS X 0.1 = 8.8 = 9 SPACESCOMMERCIAL: 3406 SF/1000 = 3.4 = 4 SPACES13 SPACES TOTAL. 33 PROPOSED COMPLIES 79 KING ST. NORTHAMPTON, MA Proje PR-600 - ZONING ANALYSIS 1 ZONING ANALYSIS 79 KING STREET - PLANNING BOARD SUBMISSION 10.04.23 3,532 SF PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 940 SF PARKING 2,369 SF PARKING 3 2 3 3 3 4 3 5 3 6 4 5 4 6 3 7 3 8 3 9 4 9 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 4 0 4 1 4 2 5 5 5 6 5 7 5 0 5 1 5 3 5 4 4 7 2ND LEVEL OF AUTOMATED STACKING CAR STORAGE (TYP) 4 3 4 4 5 2 4 3 3 1 4 8 MECHANIAL CATWALK 3/32" = 1'-0"ST. NORTHAMPTON, MA Project No.: Project Number 04/27/21 - MEZZANINE FLOOR PLAN SECTION 350-21.7 BUILDINGS (B)(2)THE PRIMARY FACADE OF A PRINCIPAL BUILIDING MUST BE BUILT GENERALLY PARALLEL TO A FRONT LOT LINE OR TO THE TANGENT OF A CURVE FRONT LOT LINE.B. BUILDING ORIENTATION ON A LOT (C)(3) UPPER STORY SETBACK AT FRONT OF LOT LINE DISTRICT STANDARDS IN SECTION 350-22 SET THE MAXIMUM ALLOWED HEIGHT OF A BUILDING AT THE FRONT LOT LINE. STORIES ABOVE THAT HEIGHT MAY GO UP TO THE MAXIMUM ALLOWED BUILDING HEIGHT IF THEY ARE STEPPED BACK THE REQUIRED DISTANCE FROM THE FRONT LOT LINE DESIGNATED IN THE DISTRICT STANDARDS IN SECTION 350-22. C. BUILDING HEIGHT (D)(3)A BUILDING WITH A FLAT ROOF MUST INCLUDE AN ARCHITECTURAL FEATURE THAT VISUALLY EXPRESSES THE TOP OF THE BUILDING AND DISTINGUISHES THE ROOF FROM THE BUILDING'S UPPERMOST STORY THROUGH USE OF ELEMENTS SUCH AS ARTICULATED PARAPETS OR A PROJECTING OVERHANG. D. ROOFS (D)(7) ROOFTOP STRUCTURES (a) MECHANICAL EQUIPMENT. [1] ALL ROOFTOP MECHANICAL EQUIPMENT, INCLUDING AIR CONDITIONING, PIPING, DUCTS, AND CONDUITS EXTERNAL TO THE BUILDING, MUST BE FULLY SCREENED AND POSITIONED TO MINIMIZE VIEW FROM PUBLIC STREET LEVEL AT THE FRONT FACADES. [2] DESIGN GUIDELINES. SCREENNING SHOULD BE INCORPORATED IN A MANNER CONSISTENT WITH THE OVERALL ARCHITECTURAL DESIGN OF THE BUILDING, AND MAY CONSIST OF PARAPETS, SCREENS, PENTHOUSE, LATTICEWORK, LOUVERED PANELS, OR OTHER SIMILAR METHODS. (c) SOLAR COLLECTION DEVICES THAT ARE PLACED ON, OR INCORPORATED INTO, A ROOF MUST BE NO MORE THAN 10 FEET ABOVE THE ROOF SURFACE. (E)(2) BAYS (a) ARTCIULATION OF BAYS FOR HORIZONTALLY PROPORTIONED BUILDINGS. A BUILDING THAT IS MORE THAN TWICE AS LONG AS IT IS TALL MUST FURTHER ARTICULATE ARCHITECTURAL BAYS. THIS ARTICULATION MAY BE ACHIEVED THROUGH THE USE OF SURFACE RELEIF, CHANGE IN MATERIAL OR COLOR, SHADOW LINE OR ANOTHER TECHNIQUE. (b) BUILDINGS MORE THAN 100 FEET LONG. WHEN A STREET-FACING BUILDING FACADE IS LONGER THAN 100 FEET, ONE OR MORE ARCHITECTURAL BAYS MUST EITHER RECESS OR PROJECT FROM THE AVERAGE PLANE OF THE FACADE BY AT LEAST TWO FEET. THE RESULTING BAYS MUST BE BETWEEN SIX FEET AND 50 FEET IN WIDTH. THE CHANGE IN PLANE MUST EXTEND THE FULL HEIGHT OF THE FACADE. (c) DESIGN GUIDELINES. A STREET-FACING BUILDING FACADE MAY BE VERTICALLY ARTICULATED WITH ARCHITECTURAL BAYS BETWEEN SIX FEET AND 50 FEET IN WIDTH. [1] THE WIDTH OF ARCHITECTURAL BAYS SHOULD BE DERIVED FROM THE BUILING'S STRUCTURAL BAY SYSTEM OR HISTORIC PRECEDENTS IN THE DISTRICT, IF APPLICABLE. [2] PILASTERS, OR OTHER FEATURES DEFINING EACH ARCHITECTURAL BAY SHOULD EITHER EXTEND ALL THE WAY TO THE GROUND OR TERMINATE AT ANY HORIZONTAL ARTICULATION DEFINING THE BASE OF THE BUILDING. E. FACADES (F)(3) GROUND FLOOR FACADE TYPES (a) AWNING AND CANOPIES. SEE SECTION 350-2I(3) AND 350-21.7I(4). (c) UTILITY ELEMENTS. VENTS, DUCTS, PERMANENT AIR CONDITIONERS, AND OTHER UTILITY ELEMENTS ARE NOT ALLOWED ON A GROUND FLOOR BUILDING FACADE EXCEPT WHERE SUCH ELEMENTS ARE ENCLOSED, CAMOUFLAGED, SCREENED, OBSCURED (d) DRAINAGE SYSTEMS. IF PRESENT, DRAINAGE SYSTEMS MUST BE ARCHITECTURALLY INTEGRATED INTO THE DESIGN OF THE BUILDING FACADE. F. GROUND FLOOR FACADE TYPES (F)(4) COMMERCIAL GROUND FLOOR GLAZING (MINIMUM). 50% HEIGHT OF BOTTOM OF GROUND FLOOR WINDOW SILL (MINIMUM/ MAXIMUM). -/ 3 FEET ABOVE GROUND FLOOR ELEVATION DISTANCE BETWEEN FENESTRATION (MAXIMUM). 8 FEET DEPTH OF RECESSED ENTRYWAY (MINIMUM). - WIDTH OF RECESSED ENTRYWAY (MAXIMUM). 20 FEET DEPTH OF UNOBSTRUCTED VIEW BEHIND GROUND FLOOR WINDOWS (MINIMUM). 2 FEET (G)(1) (2) (3)(b) (3)(f) EACH BUILDING MUST HAVE AT LEAST ONE PEDESTRIAN ENTRANCE. IT MUST BE LOCATED ON THE FRONT FACADE OF A BUILDING , PROVIDE BOTH INGRESS AND EGRESS, AND BE OPERABLE DURING NORMAL HOURS OF OPERATION OF THE USE. A SEPERATE FRONT-FACING, GROUND FLOOR PEDESTRIAN ENTRANCE MUST BE PROVIDED FOR EACH GROUND FLOOR COMMERCIAL SPACE THAT HAS A FRONTAGE IN A BUILDING. THE DISTANCE BETWEEN PEDESTRIAN ENTRANCES ON STREET-FACING FACADE OF A BUILDING MUST NOT EXCEED THE DISTANCE SPECIFIED FOR THE DISTRICT. A MINIMUM OF 50% OF A REQUIRED ENTRANCE MUST BE GLAZED. G. GROUND FLOOR PEDESTRIAN ENTRANCE (1)(c)GROUND FLOOR FENESTRATION, BOTTOM OF MEASURED AREA. STOREFRONT: 1 FOOT ABOVE THE AVERAGE GRADE OF THE ADJACENT PEDESTRIAN THROUGHWAY OR PUBLIC FRONTAGE ZONE. OTHER GROUND FLOOR FACADE TYPES: 2 FEET, MEASURED AS ABOVE.GROUND FLOOR FENESTRATION, TOP OF MEASURED AREA. 12 FEET ABOVE THE AVERAGE GRADE OF THE ADJACENT PEDESTRIAN THROUGHWAY OR PUBLIC FRONTAGE ZONE UPPER FLOOR FENESTRATION, MEASURED AREA. TOP OF FINISHED FLOOR TO THE BOTTOM OF THE FINISHED FLOOR ABOVE. TOP FLOOR FENESTRATION, MEASURED AREA. TOP OF FINISHED FLOOR TO BOTTOM OF WALL PLATE ABOVE. H. FENESTRATION (2)(a) (b) (c) WINDOW GLASS AND DOORS IN WALLS WITH MASONRY CLADDING SHOULD BE RECESSED FROM THE EXTERIOR WALL PLANE OF THE FACADE BY AT LEAST TWO INCHES. FENESTRATIONS SHOULD GENERALLY ALIGN VERTICALLY WITHIN EACH BAY AND HORIZONTALLY ACROSS EACH STORY OF A BUILIDNG. ALTERNATIVE ALIGNMENTS MAY BE APPROVED BY THE PLANNING BOARD IN BUILDINGS THAT CREATE NEW ARCHITECTURAL CHARACTER. THE VARIETY OF WINDOW AND DOOR SIZES AND PROPORTIONS SHOULD BE LIMITED. GENERALLY, NO MORE THAN FIVE DIFFERENT SIZES OR SHAPES OF WINDOWS AND DOORS SHOULD BE USED ON A BUILDING FACADE. PRIMARY FACADE IS GENERALLY PARALLEL TO A FRONT LOT LINE 10'-0" SETBACK PROPOSED PER 350-22.2 (3)(a) DECORATIVE CORNICE AT SET BACK ROOF AND ARTICULATED PARAPET AT MAIN ROOF PROPOSED ALL EQUIPMENT SET BACK AND SCREENED BY PARAPET SCREENING IS CONSISTENT WITH THE OVERALL ARCHITECTURE AND IS PROVIDED BY THE PARAPET. NOT PROVIDED FACADE VERTICALLY ARTICULATED WITH ARCHITECTURAL BAYS. PROPOSED WIDTH =. 16'-10" MINIMUM, 20'-0" MAXIMUM 2 AWNINGS AND 1 CANOPY PROPOSED SILL HEIGHT 2'-0 1/2" MAXIMUM DISTANCE BETWEEN FENESTRATION = 13'-7" 8'-11" MINIMUM FROM PROPERTY LINE 6'-9 1/2" MAXIMUM ENTRYWAY WIDTH NO OBSTRUCTIONS PROVIDED WINDOW GLASS AND DOORS RECESS IS GREATER THAN 2" FROM EXTERIOR WALL PLANE COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES PREVIOUSLY APPROVED COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES COMPLIES SEE ELEVATION ONE GROUND FLOOR COMMERCIAL SPACE PROPOSED 23'-5 1/2" BETWEEN GROUND FLOOR PEDESTRIAN ENTRANCES PER SECTION 350-22.2(4)(b)(T) MXIMUM DISTANCE = 50 FEET 74% OF REQUIRED ENTRANCE IS GLAZED. COMPLIES COMPLIES SEE ELEVATION /2 PR-601 /2 PR-601 SOLAR COLLECTION DEVICES ARE LESS THAN 10'-0" ABOVE THE ROOF SURFACE. BUILDING LENGHT = 118'-2" BUILDING HEIGHT = 69'-6" LENGHT IS NOT MORE THAN TWICE HEIGHT. COMPLIES (E)(3) BLANK WALL AREA (a) DISTRICT STANDARDS IN SECTION 350-22 SET A MAXIMUM ALLOWED BLANK WALL AREA. (b) BLANK WALL AREA IS ANY CONTIGUOUS PORTION OF A FACADE THAT DOES NOT INCLUDE FENESTRATION (DOORS AND WINDOWS) OR SURFACE RELIEF. ANY WALL AREAS THAT ARE LESS THAN FIVE FEET TALL, LESS THAN FIVE FEET WIDE ARE EXEMPT FROM BLANK WALL AREA LIMITATIONS. (c) BLANK WALL AREA IS MEASURED SEPERATELY FOR EACH FLOOR. MECHANICAL EXHAUST VENT PROPOSED ON FACADE WILL BE COVERED WITH DECORATIVE ALUMINUM LOUVER. COMPLIES DRAIN PROVIDED ON PROPOSED ENTRY CANOPY.COMPLIES ITEM AS PER SECTIONOF ZONING RES.ALLOWED / REQUIRED PROPOSED REFER TO DRAWINGS (SHEET / DETAIL)COMPLIANCE SEE ELEVATION /2 PR-601 SEE ELEVATION /2 PR-601 SEE SECTION /4 PR-601 SEE ELEVATION /2 PR-601 COMPLIES SEE ELEVATION /2 PR-601ARCHITECTURAL BAYS ARE DERIVED FROM THE BUILING'S STRUCTURAL BAY SYSTEM & HISTORIC PRECEDENTS IN THE DISTRICT COMPLIES SEE ELEVATION /2 PR-601DEFINING FEATURES OF EACH ARCHITECTURAL BAY TERMINATE AT HORIZONTAL ARTICULATION SEE GF PLAN SEE GF PLAN PREVIOUSLY APPROVED SEE ELEVATION /2 PR-601 COMPLIES COMPLIES FENESTRATIONS GENERALLY ALIGN VERTICALLY WITHIN EACH BAY AND HORIZONTALLY ACROSS EACH STORY COMPLIES THE VARIETY OF WINDOW AND DOOR SIZES AND PROPORTIONS ARE LIMITED COMPLIES SEE ELEVATION /2 PR-601 SEE ELEVATION /2 PR-601 SEE ROOF PLAN COMPLIES PREVIOUSLY APPROVEDSEE ANALYSIS PER 350-22.2 (4)(b) PREVIOUSLY APPROVEDGROUND FLOOR GLAZING=44% SEE ELEVATION /3 PR-601 SEE ELEVATION /3 PR-601 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 80' - 7 1/2" T.O. BULKHEAD 69' - 6" ROOF LVL. 59' - 0" 6TH FLOOR 20'-0"20'-0"20'-0"20'-0"20'-0"16'-10 3/8" VERTICAL ARTICULATION OF BAYS. COMPLIES PER 350-22.2(4)(b)(Q) 59 SF CONTIGUOUS BLANK WALL AREA. COMPLIES PER 350-22.2(4)(b)(S)LEVEL HEIGHT17'-0" GROUND10'-6"10'-6"10'-6"10'-6"HEIGHT10'-6" UPPER LEVEL190SF 99SF 90SF 23'-5 1/2" MAX DISTANCE BETWEEN GROUND FLOOR PEDESTRIAN ENTRANCES. COMPLIES PER 350-22.2(4)(b)(T) 74% OF REQUIRED ENTRANCE IS GLAZED.COMPLIES PER 350-21.7 (G)(3)(f) BUIDLING HEIGHT69'-6"DECORATIVE CORNICE AND ARTICULATED PARAPET. COMPLIES PER 350-21.7 (D)(3) MAIN ROOF PARAPET. COMPLIES PER 350-21.7 (D)(3) 13'-7"WINDOW SILL2'-0 1/2"FENESTRATIONS GENERALLY ALIGN VERTICALLY WITHIN EACH BAY AND HORIZONTALLY ACROSS EACH STORY. COMPLIES PER 350-21.7 (H)(2)(b) COMPLIES PER 350-21.7 (G)(4) 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 80' - 7 1/2" T.O. BULKHEAD 69' - 6" ROOF LVL. 59' - 0" 6TH FLOOR FENESTRATIO = 44%GROUND FLOORFENESTRATION = 36%UPPER FLOORFENESTRATION = 32%TOP FLOORMECHANICAL EXHAUST VENT COVERED WITH DECORATIVE ALUMINUM LOUVER. COMPLIES PER 350-21.7 (F)(3)(c) FENESTRATION MEASURED AREAS PER PER 350-21.7 (F)(3)(c) 12' - 0"1' - 0"UPPER FLOOR FENESTRATION COMPLIES PER 350-22.2 (4)(c) UPPER FLOOR FENESTRATION COMPLIES PER 350-22.2 (4)(c) 0' - 0" GROUND FLOOR 17' - 0" 2ND FLOOR -5' - 0" B.O. FOUNDATION 27' - 6" 3RD FLOOR 38' - 0" 4TH FLOOR 48' - 6" 5TH FLOOR 69' - 6" ROOF LVL. 59' - 0" 6TH FLOOR 17'-0"14'-4"STACKED PARKING SYSTEM STRUCTURAL BEAM4'-9 1/2"SOLAR PANELS 2'-4 1/8"1/16" = 1'-0"2 WEST ELEVATION 1/16" = 1'-0"4 ZONING - NORTH/SOUTH SECTION 1/16" = 1'-0"3 WEST ELEVATION 79 KING ST. NORTHAMPTON, MA Proje PR-601 - ZONING ANALYSIS 2 ZONING ANALYSIS