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Evergreen Road Site Plan 9.7.23GGGGGW W W W W W W W W W W W W W WWWWWWBituminous Concrete Evergreen Road Gas Line As MarkedWater Line As MarkedWater Line As Marked W.V. W.V. W.V. W.V. TBM: Top Spindle Of Hydrant El:428.39' CB Rim:426.58' 435 434 433 428 429 430 431 432 426 427 4 2 5424S Sewer Manhole Rim: 419.44'414.1'6" VC413.7' 8" VC PROPOSED SHED 8X12 PROPOSED PATIO 11'x15' 162 SF PROPOSED SINGLE OR TWO-FAMILY HOME MAXIMUM BUILD-TO LINE 2-STORIES W/ FRONT PORCH ENTRY 1,914 SF LIVING AREA BOULDER WALL BUILDING SETBACK LINE PROPOSED ASPHALT DRIVE SEE DETAIL NEW 3/4" WATER SERVICE WITH VALVE BOX PER DPW STANDARD LOAM & SEED 4'4' PROPOSED CURB STOP @PROPERTY LINE 15'30'16'21'WWWWWWWS S S S S S S S S S S S S S S S S S S S S SSSSSSSSSW W W W W W W W W W W W EROSION CONTROL SEE DETAIL PROPOSED PLANTING 4-RISERS: 6" TREADS: 12"11%FFE 433.5 432 + 432.5 + TW 435 BW 433 +HP 43 3433 + 431.75 432 431 430 429 428 ACCESSORY STRUCTURE SETBACKS TRACKING PAD 15' X 30' FIELD VERIFY LOCATION OF EXISTING UTILITIES WV434434 435 435 PROP 4" PVC SANITARY SERVICE TO CLEANOUT 25 LF PROP SANITARY CLEANOUT AT EXISTING PROPERTY LINE PROP 6" PVC SANITARY SERVICE FROM CLEANOUT TO NEW CONNECTION39'27.5' 11'1.8' + 433 3-RISERS: 6" TREADS: 12" 4 3 0 43 1 7'PROP SANITARY MAIN EXTENSION 125 LF 8" PVC @ 2% EXISTING MANHOLE CORE NEW INVERT, EXTEND TROUGH @ ELEV. 413.80 NEW SANITARY MANHOLE RIM=425.25 INV IN=422.75 INV OUT=422.50 INV=437.00 10'CONFIRM CROSSING ELEVATION IN FIELD 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.F:\NORTHAMPTON - EVERGREEN ROAD\02-DESIGN PROCESS\04-DRAWINGS\2023-06-26 SITE PLAN.DWG PLOT DATE: 9/7/2023Evergreen Road 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 City of Northampton S-1 Feb 10, 2023 1"=10' GRF JDS PROPOSED SITE PLAN SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0 20'10'5'30' 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 SERVICES SHALL HAVE A MINIMUM OF 5' OF COVER. 3.WATER SERVICES SHALL HAVE A MINIMUM OF 2' HORIZONTAL SEPARATION FROM THE OUTSIDE OF WALL OF ANY CATCH BASIN STRUCTURE. 4.ALL WATER SERVICES SHALL BE THREE-QUARTER (3/4) INCH COPPER (TYPE K). 5.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. EXISTING CONDITIONS NOTES 1.THE EXISTING CONDITIONS DEPICTED HEREON WERE OBTAINED BY A FIELD SURVEY BETWEEN NOVEMBER 18, 2022 AND JANUARY 25, 2023 BY BERKSHIRE DESIGN GROUP. 2.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 A GRID SEPARATION CALCULATION BASED ON GEOID18 RESULTING IN NAVD88. DISTANCES SHOWN ON THIS EXISTING CONDITIONS PLAN ARE GROUND DISTANCES. 3.THIS PLAN IS PREPARED AS A SITE DESIGN AND IS NOT INTENDED TO BE USED FOR DETERMINATION OF PROPERTY LINES. THIS PLAN DOES NOT NECESSARILY SHOW ALL EXISTING EASEMENTS ON THE LOCUS PROPERTY. 4.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. IF A DISCREPANCY IS FOUND BETWEEN THIS PLAN AND THE ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY BERKSHIRE DESIGN GROUP. 5.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 DOES NOT WARRANT THE LOCATION OF ALL UTILITIES DEPICTED. ONLY RECORD INFORMATION PROVIDED BY THE RESPECTIVE UTILITY OWNER AND INDEPENDENTLY VERIFIED BY BERKSHIRE DESIGN GROUP IS SHOWN HEREON. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 811. SITE PREPARATION/DEMOLITION NOTES 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 BERKSHIRE DESIGN GROUP 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 BERKSHIRE DESIGN GROUP OR OWNER, AND SHALL CONFORM TO ALL APPLICABLE LAWS AND REGULATIONS. ALL SALVAGEABLE MATERIAL SHALL BE DELIVERED BY THE CONTRACTOR TO STORAGE AREAS DESIGNATED BY BERKSHIRE DESIGN GROUP OR THE OWNER. CONTRACTOR SHALL REMOVE ALL EXISTING UNSUITABLE MATERIALS FROM THE SITE. 4.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS AND DETAILS. 5.ALL STRIPPED TOPSOIL TO BE RE-USED SHALL BE SCREENED AND STOCKPILED IN AN AREA DESIGNATED BY BERKSHIRE DESIGN GROUP OR THE OWNER. ANY EXCESS TOPSOIL THAT WILL NOT BE INCORPORATED INTO THE WORK SHALL BE REMOVED FROM THE SITE. 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 FINAL COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FENCING AND BARRICADES. 7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES. UNDERGROUND UTILITIES TO REMAIN SHALL BE PROTECTED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES, REGARDLESS OF WHETHER THE UTILITY THAT WAS DAMAGED WAS SHOWN ON THE PLANS. 8.ALL PROPERTY BOUNDARY MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR TO RE-SET OR REPLACE ANY MONUMENT DAMAGED OR ALTERED BY CONSTRUCTION ACTIVITIES. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS NECESSARY TO PREVENT EROSION WITHIN THE SITE AND MIGRATION OF SEDIMENT OUT OF THE SITE, OR AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL COMPLY WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES, CURRENT VERSION. 2.THE CONTRACTOR SHALL INSPECT ALL INSTALLED EROSION CONTROL DEVICES AT LEAST WEEKLY AND AFTER EACH STORM. IF ANY DEVICE IS FOUND TO BE DAMAGED, THE CONTRACTOR SHALL REPAIR IT IMMEDIATELY. IF SEDIMENT IS FOUND TO FILL MORE THAN HALF THE HEIGHT OF THE DEVICE, THE SEDIMENT SHALL BE REMOVED OR THE DEVICE REPLACED. 3.ALL VEHICLES ENTERING AND EXITING THE SITE SHALL BE REQUIRED TO CROSS A TRACKING PAD TO PREVENT TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. IF SEDIMENT IS FOUND ON ROADWAYS, THE SEDIMENT SHALL BE REMOVED IMMEDIATELY. 4.THE CONTRACTOR SHALL INSTALL EROSION CONTROL BARRIER ALONG ALL DOWN-SLOPE SITE LIMITS TO PREVENT THE MIGRATION OF SEDIMENT OFF-SITE. 5.ALL SEDIMENT STOCKPILES SHALL BE SURROUNDED BY A CONTINUOUS SILT FENCE. IF THE STOCKPILE WILL REMAIN UNUSED FOR MORE THAN 30 DAYS, THE STOCKPILE SHALL BE STABILIZED BY SEEDING. 6.ALL DEWATERING DISCHARGES SHALL BE DIRECTED TO A DEWATERING SEDIMENT TRAP. 7.THE CONTRACTOR SHALL MAINTAIN A STOCKPILE OF EXTRA EROSION CONTROL MATERIALS ON SITE AT ALL TIMES. 8.THE CONTRACTOR SHALL IMPLEMENT SPILL-PREVENTION PROCEDURES AND MAINTAIN A SPILL PREVENTION AND CLEANUP PLAN FOR THE SITE. ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 9.ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 10.ALL SEDIMENT REMOVED FROM THE SITE SHALL BE HANDLED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 11.ALL TEMPORARY EROSION CONTROLS SHALL BE REMOVED FROM THE SITE PRIOR TO THE COMPLETION OF THE WORK, EXCEPT WHERE DEGRADABLE MATERIALS ARE TO REMAIN IN-PLACE PERMANENTLY. ZONING TABLE: URBAN RESIDENTIAL A DISTRICT LOT SIZE FRONTAGE DEPTH FRONT SETBACK SIDE SETBACK REAR SETBACK MAX BUILDING HEIGHT BUILDING SF % OPEN SPACE # PARKING SPACES MIN: 5,000 SF MIN: 50 LF MIN:75 LF MIN: 20 LF MIN: 15 LF MIN: 20 LF MAX: 35 FT -- MIN: 40% 1 PER 1,000 SF LIVING SPACE 4,891 SF 50' 75' 50' 15' 20' 35' 957' 43% 2 PROPOSEDPER ZONING AS OF RIGHT LOCUS MAP: NOT TO SCALE MIN: 2,000 SF MIN: 20 LF MIN: 30 LF MIN: 20 LF MIN: 15 LF MIN: 20 LF MAX: 35 FT -- MIN: 40% 1 PER 1,000 SF LIVING SPACE PER ZONING IF 50% DWELLING UNITS ARE AFFORDABLE (URA AND 5.6.12) Feb 12, 2023 Feb 15, 2023 Feb 23, 2023 Accessible Front Entrance May 15, 2023 Building Update July 18, 2023 Sanitary Update Sept 7, 2023 #14 Evergreen Road #17 Evergreen Road #46 Evergreen Road 5' MIN. COVER TO RESIDENCE SYSTEM/METER VALVE BOX NORTHAMPTON STD. 3/4" CURB STOP NORTHAMPTON STD. 3/4" TYPE K COPPER WATER SERVICE 3/4" CORPORATION STOP EX. WATER MAIN FINISH GRADE STREET FINISH GRADE STREET SEE PAVEMENT SECTION FLOW FILL, PER EXCAVATABLE NORTHAMPTON STD. SAND BEDDING WATER SERVICE TRENCH SECTION 3" 3/4" TYPE K COPPER TO 24" BEYOND CURB 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.F:\NORTHAMPTON - EVERGREEN ROAD\02-DESIGN PROCESS\04-DRAWINGS\2023-06-26 SITE PLAN.DWG PLOT DATE: 9/7/2023Evergreen Road 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 City of Northampton SCALE: WATER SERVICE CONNECTION & TAP01NTS SCALE: SANITARY SERVICE CLEANOUT02NOT TO SCALE THREADED PLUG 45°, 6" PVC SDR35 BEND FLOW NOTES: 1. ALL PVC PIPE SHALL BE SDR35. 2. SEE PLANS FOR PIPE SIZES. PROPOSED SERVICE PIPE COMPACTED SUBGRADE 6" PVC SDR35 WYE 6" PVC SDR35 RISER 6" PVC SDR35 EAST JORDAN IRONWORKS MASS. CLEANOUT BOX 9" SOLID COVER WITH "SEWER" LETTERING MODEL #0MA157000003 OR APPROVED EQUAL 3/4-INCH CRUSHED STONE 6''MAX.4''FINISH GRADE - SEE PLAN FOR MATERIAL NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 12"± STAKE EVERY 10'± WATER FLOW AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED FILTREXX SILT SOCK 12-18" TYP. 2"x2" WOODEN STAKE FILTREXX COMPOST SILTSOXX FILTREXX SILTSOXX PLAN VIEW FILTREXX SILTSOXX SECTION 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS 3. SILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED LARGER SOCKS PER THE LANDSCAPE ARCHITECT. BY THE LANDSCAPE ARCHITECT.3/4"SCALE: EROSION CONTROL03NTS 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. 30' MIN 8" MINEXISTING GROUND GEOTEXTILE SEPARATION FABRIC FOR FULL WIDTH AND LENGTH 4-6" WASHED COURSE AGGREGATE 12" (IF NOT CURBED) 1-1/2" MassDOT HMA TOP COURSE* 1-1/2" MassDOT HMA BINDER COURSE* 12" COMPACTED GRAVEL BASE (95% MIN DENSITY) TYPE B GRAVEL BORROW NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. UNDISTURBED OR COMPACTED SUBGRADE SCALE: TEMPORARY TRACKING PAD05NTSSCALE: ASPHALT DRIVE 04 NTS NOTES: 1.COVER OVER WATER MAIN SHALL BE 5' MINIMUM. 2.THE SEWER SHALL BE LAID SUCH THAT A FULL LENGTH OF PIPE IS CENTERED ON THE CROSSING, AND JOINTS SHALL BE EQUIDISTANT FROM THE CROSSING. SANITARY SEWER 7.5' (MAX.)WATER MAIN18" (MIN.)TRENCH WIDTH SEE TYPICAL TRENCH DETAIL PIPE BEDDING MATERIAL SEE TYPICAL TRENCH DETAIL AGGREGATE SHALL MEET REQUIREMENTS OF TYPICAL TRENCH DETAIL SEE NOTE 2 SCALE: WATER/SEWER UTILITY CROSSING - TYP06NTS SCALE: SANITARY MANHOLE07NOT 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% S-1 Feb 10, 2023 1"=10' GRF JDS PROPOSED SITE PLAN Feb 12, 2023 Feb 15, 2023 Feb 23, 2023 Accessible Front Entrance May 15, 2023 Building as Large as Possible July 18, 2023 Sanitary Extension STOP. 3/4" HDPE TO EXTEND TO METER. * THICKNESS OF ASPHALT DRIVEWAY WITHIN THE RIGHT-OF-WAY SHALL BE INCREASED TO 4" (2" HMA BINDER/2" HMA TOP). Sept 07, 2023 SCALE: TREE PROTECTION08NTS