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Mineral Hills Culvert Removal Plan Set_2022.11.02.pdfLandscape Architecture Land Surveying Planning Civil Engineering Prepared By: Sheet Index Date: MINERAL HILLS CULVERT REMOVAL Site Plan for Prepared For: Locus Map 4 Allen Place Northampton Massachusetts 01060 www.berkshiredesign.com COVER LC-100 EXISTING CONDITIONS LC-110 SITE DEMOLITION & PREPARATION PLAN LC-112 TEMPORARY STREAM DIVERSION PLAN LC-120 SITE LAYOUT & GRADING PLAN LC-130 SITE PLANTING PLAN LC-500 SITE DETAILS City of Northampton Office of Planning & Sustainability 210 Main Street Northampton, MA 01060 Berkshire Group Design November 2, 2022 Northampton, Massachusetts Ga b i o n W a l l Ga b i o n W a l l Boulder Pile Memorial Stone Mineral Hills Sign Boulder Pile Gra v e l Tree Line Gravel Gravel Bollard with Chain Bollard with Chain Pa t h Pa t h B23 B22 B21 A36 A35 A34 A33 B20 B19/F3 WF/BVW F2 B17 B16/F1 WF/MAHWL 27 A28 A29 WF/BVW E2 WF/E-1-W WF/BVW E1 WF/BVW E3 B18 E4 E5 E8 E9 E10 WF/E-1-U E11 E12 E13 E14 A32 E7 A31 E6 A30 A37 A38 A39 A40 A41 A42 A43 B25B24 B26 A44 A45 B27 A46 D1 D2 D11 D10 D9 D3 D8 D4 D7 D5 D6 C8 C9 C6 C5 C4 C10 A23 C7 A24/C11 A25 A22 C3 A21 A20 A19C2 A18 B13 B14 G1 B15 A26 B12 B11 C1 A17A16 B10 A15 A14 A13 A12 A11 A10 A9 A8 B7 B6 A7A6 B5 A5 A4 B4 A3 A2 B8 B9 24" RCP 24" RCP Boulder Boulder Boulder Bollard Bollard Path N/F Michael Banas Book 10797, Page 119 N/F The City Of Northampton Approximate Property Line Approximate Property Line Approximate Property Line Approximate Pro p e r t y L i n e Approximate Property LineRebar Found Flush 496 497 498 492 493 494 495 48 9 490 491 488 48748 0 48 1 48 2 4 8 3 4 8 4 4854864714724734744754 7 6 4 7 7 4 7 8 4 7 9 4 7 0 466 467 468 46 9 464 465 464463 463 464463462 458 459 460 461464465 4644654 6 6 4 6 7 4 6 8 472 471 472 474 473 47 2 473 474 475 476 477 478 474475476472473475476477478479 467 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 473 474475476477478479 470 47 1 464465466467468469470471472473463464465466467467468468464 465 466463464465466467 462463464461 462 463464465461462463464467 468 469466467468469470471472 497 498 464463462 458 459 460 461464 467 491 492 DDDDChecked 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-100 MINERAL HILLS CULVERT EX COND.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-100 May 16, 2022 1"=20' XXX XXX EXISTING CONDITIONS SCALE 1"=20'-0" (if printed full size @ 24" x 36") 0 40'20'10'60' Notes 1. The Record Conditions And Boundary Retracement Survey Depicted Hereon Was Obtained By A Partial Field Survey On Month ##, #### 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. 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. 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. ENLARGEMENT AREA LC-110, LC-112, LC-120, LC-130 G a b i o n W a l l G a b i o n W a l l Boulder Pile A33 B20 B19/F3 WF/BVW F2 B17 B16/F1 WF/MAHWL 27 A28 A29 WF/BVW E2 WF/E-1-W WF/BVW E1 WF/BVW E3 B18 E4 E5 E8 E9 E10 WF/E-1-U E11 E12 E13 E14 A32 E7 A31 E6 A30 D1 D2 D11 D10 D9 D3 D8 D4 D7 D5 D6 C8 C9 C6 C5 C4 C10 A23 C7 A24/C11 A25 A22 C3 A21 A20 A19C2 A18 B13 B14 G1 B15 A26 B12 B11 C1 A17A16 B10 A15 A14 24" RCP 24" RCP 47147247 0 466 467 468 4 6 9 464 465 4 6 8 472 470 47 1 464465466467468469470471472473463464465466467467468468464 465 466463464465466467461462463464 467 468466467468469470471472 /////////////////////// / / / //// /////////////////////// / ///// / / / / / /DDDDDDDDDDChecked 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-110 MINERAL HILL CULVERT DEMO PLAN.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-110 November 2, 2022 1"=10' WDS LC SITE PREPARATION & DEMOLITION PLAN SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0 20'10'5'30' 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 THE SITE. 4.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS AND DETAILS. 5.ALL TOPSOIL SHALL BE STRIPPED FROM THE SITE SHALL 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 811 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 PROPERTY 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. 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. EROSION CONTROL NOTESSITE PREPARATION/DEMOLITION NOTES REMOVE & DISPOSE GABION BLOCK WALLS & GEOTEXTILE FABRIC DEPTH & EXTENT OF GABION WALLS & GEOTEXTILE FABRIC TO BE FIELD VERIFIED ROCK INSIDE GABION BASKETS TO BE PLACED IN SOIL FILL AREA OR MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND HAULED OFF SITE REMOVE & DISPOSE ROADWAY SURFACING AND BASE MATERIALS PLACE CUT MATERIAL IN SOIL FILL AREA OR MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND HAULED OFF SITE REMOVE & DISPOSE CULVERT REMOVE & DISPOSE BOLLARDS (2) AND CHAIN LIMIT OF WORK AREA EROSION CONTROL BARRIERS SOIL FILL AREA FOR EXCAVATED ROADWAY SOIL NO SLOPES OVER 6:1 CLEAR & GRUB TREES WITHIN SOIL FILL AREA REMOVE & DISPOSE EXISTING TREES WITHIN 6' OF GABION WALL ALONG EMBANKMENT TEMPORARY IMPACTS LAND UNDER WATERWAYS 510 S.F.± ISOLATED VEGETATED WETLANDS TEMPORARY IMPACTS 25 S.F.± TEMPORARY IMPACTS LAND UNDER WATERWAYS 272 S.F.± TEMPORARY IMPACTS BORDERING VEGETATED WETLANDS 57 S.F.± TEMPORARY IMPACTS BORDERING VEGETATED WETLANDS 72 S.F.± RESOURCE AREAS AREA OF TEMPORARY IMPACT RESOURCE AREA IMPACTS DURING CONSTRUCTION 100' I N NE R RI V E R F R O NT A RE A100' INNER RIVERFRONT AREAREMOVE & SALVAGE 6" TOP SOIL WITHIN FILL AREA BORDERING VEGETATED WETLANDS 129 S.F. RIVERFRONT AREA 10,796 S.F. ISOLATED VEGETATED WETLANDS 25 S.F. LAND UNDER WATERWAYS 730 S.F. APPROXIMATE PROPERTY LINE POTENTIAL TOPSOIL STOCKPILE AREA AS NEEDED TREE PROTECTION FENCING FOR EXISTING TREES TO REMAIN TREE PROTECTION FENCING FOR EXISTING TREES TO REMAIN TEMPORARY CONSTRUCTION ACCESS EROSION CONTROL BARRIERS Boulder Pile 24" RCP 24" RCP 47147247 0 466 467 468 4 6 9 464 465 4 6 8 472 470 47 1 464465466467468469470471472473463464465466467467468468464 465 466463464465466467461462463464 467 468466467468469470471472 DDDDDDDDDDDD+463.0+462.5/////////////////////// / / / //// /////////////////////// / ///// / / / / / /DDDDDDDDDDChecked 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-110 MINERAL HILL CULVERT DEMO PLAN.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-1121"=10' WDS LC TEMPORARY STREAM DIVERSION PLAN STREAM DIVERSION NOTES 1.PRIOR TO EXISTING CULVERT REMOVAL, CONTRACTOR SHALL CREATE A TEMPORARY STREAM DIVERSION BY INSTALLING A 24" CULVERT. 2.DIVERSION CHANNEL TO BE LINED WITH SANDBAGS ON UPSLOPE AND DOWNSLOPE OF CULVERT. SEE PLANS FOR DETAILS MIN 18" TALL SANDBAG COFFERDAM TEMPORARY DIVERSION CHANNEL TEMPORARY DIVERSION 24" CULVERT EXISTING FLOW LINE TEMPORARY FLOW LINE EROSION CONTROL BARRIER November 2, 2022 SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0 20'10'5'30' APPROXIMATE PROPERTY LINE TREE PROTECTION FENCING FOR EXISTING TREES TO REMAIN TREE PROTECTION FENCING FOR EXISTING TREES TO REMAIN Boulder Pile 47147247 0 466 467 468 4 6 9 464 465 4 6 8 472 470 47 1 464465466467468469470471472473463464465466467467468468464 465 466463464465466467461462463464 467 468466467468469470471472 465466467468469466464465464472470471472470471+TS 462.3BS 462.0+463.0+462.75+462.75+463.75+TS 462.8BS 462.5+463.75/////////// / / /////////////463463/ / / 6' 9.6' TYPICAL STREAM SECTION SCALE: 1" = 2' BANKFUL WIDTH FLOOD PRONE AREA 2%± SEE PLAN FLOOD PRONE AREA SLOPE VARIES (SEE PLAN)BANKFUL AREA 12%-33%±2%-10%± 1.8'1.8' JUTE NETTING FABRIC ANCHORED WITH STONES PLUG PLANTINGS INSERTED THROUGH NETTING STREAM CHANNEL COBBLE STONE LINED 31 0.6'3 1 0.75'JUTE NETTING FABRIC ANCHORED INTO SLOPE STREAM BED PROFILE SEE DETAIL 02/LC-500 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-120 MINERAL HILL CULVERT SITE PLAN.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-1201"=10' WDS LC SITE LAYOUT & GRADING PLAN 1.ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED; WRITTEN DIMENSIONS SHALL PREVAIL. 2.THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES, AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL DISCREPANCIES SHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK. 3.ALL NEW SURFACES TO MEET EXISTING WALKS AND SURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE. 4.JUTE NETTING FABRIC SHALL BE 100% BIODEGRADABLE. NETTING WITH ANY PLASTIC CONTENT WILL NOT BE ACCEPTED. LAYOUT NOTES 1.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE CITY OF NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION. 2.ALL DIMENSIONS, ELEVATIONS AND LAYOUT SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 3.NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. GRADING NOTES November 2, 2022 SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0 20'10'5'30' APPROXIMATE PROPERTY LINE 20% MAX . 20% M A X.A'A Boulder Pile 47147247 0 466 467 468 4 6 9 464 465 4 6 8 472 470 47 1 464465466467468469470471472473463464465466467467468468464 465 466463464465466467461462463464 467 468466467468469470471472 FLOOD PRONE AREA 10:1 OR FLATTER UPLAND HERBACEOUS PLUG MIX CP (1,200) DP (630) OS (630) BOULDERS FROM EX BOULDER PILE TO BE USED WITHIN STREAM RESTORATION CORRIDOR 465466467468469466464465464472470471472470471+TS 462.3BS 462.0+463.0+462.75+462.75+463.75+TS 462.8BS 462.5+463.75/////////// / / /////////////463463/ / / STONE WIER SEE DETAIL 02/LC-500 BANK FULL LIMITS STONE WEIR SEE DETAIL 02/LC-500 3"-6" STONE COBBLE 1'-2' BOULDER (TYP.) CHANNEL BASE AR (5) QR (5) CO (4) BA (1) PD (1) BA (2) PD (1) HV (2) LB (1) LB (2) HV (1) RIPARIAN/ WETLAND HERBACEOUS PLUG MIX CG (165) CL (165) DI (110) ER (165) EV (165) OCI (110) OCL (110) PA (110) UPLAND HERBACEOUS PLUG MIX CP (150) DP (70) OS (70) AI (30) 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-120 MINERAL HILL CULVERT SITE PLAN.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-1301"=10' WDS LC SITE PLANTING PLAN November 2, 2022 SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0 20'10'5'30' 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 SHRUBS TO RECEIVE TWO (2) FERTILIZER PACKETS AS SHOWN IN DETAILS. 7.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER INSTALLATION. 8.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. 9.PLANTING LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10.ALL DISTURBED AREAS NOT PLANTINGS OR MULCH SHALL BE LOAM AND MEADOW SEED MIX. PLANTING NOTES SPECIES ACER RUBRUM ALNUS INCANA BETULA ALLEGHANIENSIS CARYA OVATA HAMAMELIS VIRGINIANA LINDERA BENZOIN POPULUS DELTOIDES QUERCUS RUBRA TREE & SHRUB PLANTING SCHEDULE COMMON NAME RED MAPLE SPECKLED ALDER YELLOW BIRCH SHAGBARK HICKORY WITCHHAZEL SPICE BUSH COTTONWOOD RED OAK TOTAL SIZE #1 TREEPOT #1 GAL #1 TREEPOT #1 TREEPOT #3 GAL #3 GAL #1 TREEPOT #1 TREEPOT QUANTITY 5 30 2 4 3 3 2 5 54 CODE AR AI BA CO HV LB PD QR SPECIES CAREX GRAYI CAREX LURIDA CAREX PENNSYLVANICA DENNSTAEDTIA PUNCTILOBULA DRYOPTERIS INTERMEDIA ELYMUS RIPARIUS ELYMUS VIRGINICUS ONOCLEA SENSIBILIS OSMUNDA CINNAMOMEA OSMUNDA CLAYTONIA POLYSTICHUM ACROSTICHOIDES HERBACEOUS PLANTING SCHEDULE COMMON NAME COMMON BUR SEDGE LURID SEDGE OAK SEDGE HAY-SCENTED FERN INTERMEDIATE WOOD FERN RIVERBANK WILD RYE VIRGINIA WILD RYE SENSITIVE FERN CINNAMON FERN INTERRUPTED FERN CHRISTMAS FERN TOTAL PLUGS SIZE 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG 2" PLUG CENTER-FT SPACING 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' CODE CG CL CP DP DI ER EV OS OCI OCL PA QUANTITY 165 165 1350 700 110 165 165 700 110 110 110 3,850 APPROXIMATE PROPERTY LINE 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 - MINERAL HILLS CULVERT\02-DESIGN PROCESS\04-DRAWINGS\LC-500 MINERAL HILL CULVERT DETAILS.DWG PLOT DATE: 11/2/2022Mineral Hills Culvert Removal & Restoration 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 Mineral Hills Preserve LC-500 November 2, 2022 AS NOTED WDS LC SITE DETAILS SCALE 1"=20'-0" (if printed full size @ 24" x 36") 0 40'20'10'60' NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 3"-4" 12"± STAKE EVERY 10'± WATER FLOW WORK AREA WORK AREA AREA TO BE PROTECTED FILTREXX SILT SOCK 12-18" TYP. 2"x2" WOODEN STAKE FILTREXX SILTSOXX PLAN VIEWFILTREXX 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 5. LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, LARGER SOCKS PER THE ENGINEER. BY THE ENGINEER. AMHERST, MA 866-870-4NES. AREA TO BE PROTECTED FILTREXX COMPOST SILTSOXX GRID SPACING LAYOUT PLANEQEQ 24"6"SECTION 2" ORGANIC MULCHEQ.EQ. 3/4 SHRUB SPACING TRIANGULAR SPACING LAYOUT PLAN CL EQ. 3/4 SHRUB SPACING PLANTING SOIL SCARIFY SUBGRADE SHRUB & TREE 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 1 1 SCALE: GROUNDCOVER PLANTING03NTS SCALE: EROSION CONTROL BARRIER01NOT TO SCALE 2% MAX. SLOPE 2% MAX. SLOPE 2% MAX. STONE WEIR 1'-2' STONE 3"-4" STEP 3"-4" STEP SHALLOW POOL STONE WEIR 1'-2' STONE SHALLOW POOL 3"-6" COBBLE STONE COMPACTED SUBGRADE 9" STREAM PROFILE IN CULVERT REMOVAL AREA 463.0' 462.8' TOP OF STEP 462.0' BOTTOM OF STEP SCALE: STREAM BED PROFILE02NOT TO SCALE ALL PRUNING BY QUALIFIED ARBORIST TO ANSI A300. INSTALL FENCING AT THE TREE DRIP LINE PRIOR TO SITE WORK AND REMOVE ON COMPLETION. FOR NEW UTILITIES: TRENCHING BY HIGH-PRESSURE WATER ON ONE SIDE OF TREE ONLY. ROOTS REMAIN INTACT. 10' 4' MIN.6" DRIPLINE FOR NEW UTILITIES: NO TRENCHING ZONE - BORING & DRILLING ONLY. NOTE: VERIFY STATUS OF ALL TREES WITH LANDSCAPE ARCHITECT PRE-CONSTRUCTION. LOCATE FENCE TO GROUP TREES AS DIRECTED BY LANDSCAPE ARCHITECT TIE ORANGE PLASTIC TAPE FROM LOWEST OVERHANGING BRANCHES PROTECT ROOT SYSTEM FROM DAMAGE, COMPACTION, CONTAMINATION, FILL & EXCAVATION NOTE: IF PAVEMENT OR FOUNDATION EXIST, FENCE MAY BE LOCATED INSIDE DRIP LINE AT EDGE OF PAVEMENT. HEIGHT OF TREE SECTION ORGANIC MULCH WATER TREE INSIDE FENCE FOR NEW UTILITIES:TRENCHING BY MACHINE AND HAND-DIGGING AT LEAST 6" WIDE TO CLEANLY TRIM ROOTS. MAX. TWO SIDES OF THE TREE. SCALE: TREE PROTECTION FENCING04NOT TO SCALE 17'17'3' 3' A A' NOTES: STONES MAY BE SOURCES FROM BOULDER PILE ADJACENT TO THE SITE WHERE SPECIFIED DIMENSIONS ARE MET. UNDISTURBED STREAM BEDUNDISTURBED STREAM BED