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01a-Site Drawings LA - Prospect Place 100% CD Building Permit SetTREE PROTECTION/REMOVAL NOTES 1. Existing conditions and topography taken from a 6. The Contractor shall protect existing trees to remain 8. All topsoil shall be stripped from grass areas to be the services of a professional land surveyor to replace and field survey by Heritage Land Surveying & Engineering Inc., with 2" X 6' STEEL POSTS INSTALLED MAX. 8' O.C. AND removed and stockpiled in an area designated by the reset said monument. Southampton, MA 010 3. CHAIN LINK OR WIRE MESH FENCE. REFER TO PLANTING Owner. 737 BRIDGE ROAD j PRUNE TOP DETAILS. Prior to removing trees, Contractor to notify DOGWOOD, NOTJAPANFS MAPLE 12. REFER TO STRUCTURAL AND GEOTECH DRAWINGS 2. Project benchma ks are indicated on the plan sheets. Landscape Architect within 14 days for review of all trees to 9. The Contractor shall use temporary fencing to FOR EXCAVATION AND FILL REQUIREMENTS UNDER STONEFIELD engineering & design remain and be removed. control the site during construction. Prior to the finalization FOUNDATIONS. 3. The Contractor shall be responsible for a thorough \�\\\\11t11111(f 11/ldl S A C H of the project, the Contractor shall remove all temporary site examination to determine the extent of demolition 7. ANY SIGNIFICANT TREES (OF 20" DBH OR HIGHER) TO fencing and barricades. 13. ALL INVASIVE SPECIES ON SITE TO BE REMOVED AND necessary to prepare the site for construction and shall BE RETAINED AND ANY REPLACEMENT TREES ON PROPERTY REVISION: 02/24/2024 FINAL PRICING SET DISPOSED OF PROPERLY. verify all items to be demolished or salvaged with the WHERE DEMOLITION AND/OR CONSTRUCTION ACTIVITY IS 10. The locations of existing underground utilities are Drawn By: JAS Landscape Architect prior to beginning work. PLANNED SHALL BE PROTECTED IN AN AREA SHOWN ON shown in an approximate way only based on available data 14. CARE TO BE TAKEN WHEN REMOVING INVASIVE TREE PROTECTION & THE APPROVED SITE PLAN AND SHOULD FOLLOW and all utilities may not be shown. Prior to construction, VINES IN TREES. CUT VINES AT GROUND, DO NOT PULL 4. Care shall be taken not to damage any items AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A300 the contractor shall contact Dig Safe at 1-800-322-4844 to VINES ATTACHED TO ALREADY COMPROMISED LIMBS. designated to remain; repair or replacement of damaged STANDARDS FOR TREE CARE PRACTICES. THE PROTECTED request utilities to be marked on the ground. The items designated to remain shall be at the Contractors' AREA SHALL EXCEED BOTH THE CRITICAL ROOT ZONE AND contractor shall be responsible for determining the exact 15. ARBORIST TO ASSESS TREE HEALTH AFTER INVASIVE expense DRIP -LINE OF EACH SIGNIFICANT TREE UNLESS THE location of all existing utilities before commencing work. SPECIES REMOVAL. PLANNING BOARD APPROVES AN ALTERNATE The contractor agrees to be fully responsible for any and all 16. Contractor to mark all trees for removal and install 5. Disposal of property designated to be removed shall MAINTENANCE AND TREE PROTECTION PLAN SUBMITTED damages which might be occasioned by his/her failure to tree protection barriers for coordination with Berkshire be at the direction of the Landscape Architect or Owner, BY A CERTIFIED ARBORIST. A CERTIFIED ARBORIST SHALL exactly locate and preserve any and all utilities. Design Group and the Northampton Tree Warden and shall conform to all applicable laws and regulations. All SUBMIT A WRITTEN LETTER TO THE NORTHAMPTON salvagable material shall be delivered by the Contractor to BUILDING COMMISSIONER, TREE WARDEN AND OFFICE OF 11. All boundary monuments shall be protected and/or storage areas designated by the Landscape Architect. PLANNING AND SUSTAINABILITY CERTIFYING THAT SUCH preserved during demolition and construction. Should any Contractor shall remove all existing unsuitable materials AREA HAS BEEN SO PROTECTED IN ACCORDANCE WITH THE boundary monument be destroyed and/or altered as a from the site. SITE PLAN. result of demolition and construction, it shall be the responsibility of the party incurring the damage to obtain 194 7c SIGNIFICANT TREE REMOVAL CHART -----Q_ -- 3 HONEY LOCUST TREES TO BE ` REMOVED AND USED FOR COURTYARD EXISTING PROPOSED REMOVAL PROPOSED PLANTING PLAY AREA PIECES, STUMP GROUND, I -__- AND DISPOSED, TYP.' NUMBER OF TREES OVER 20" DBH 23 7 111 TREES @ 2" CAL. MIN. SHRUB TO BE REMOVED AND DISPOSED TOTAL DBH OF TREES 620" 174" 222" 0�_ ,TYP. .4- SUCKERS TO BE TRIMMED AND DEAD BRANCHES TO BE 003----_ REMOVED AND DISPOSED, CATALPA TREE TO BE REMOVED AND PRUNE TOP fi USED FOR COURTYARD PLAY AREA� PIECES TBD, STUMP GROUND, AND ---- ---- 0o DISPOSED OF, TYP. - — - CATALPA NOT OAK m „�PNwP1 I PROTECT EXISTING TREES TO REMAIN; SUCKERS TO BE TRIMMED AND DEAD ==' _ E��gQX BRANCHES TO BE REMOVED 2 AND DISPOSED OF, PRUNE s D TOPS BY A CERTIFIED jOVS t ARBORIST OAK TREE, NOT MAPLE 19� PROTECT EXISTING TREES TO REMAIN AND REMOVE AND DISPOSE OF DEAD BRANCHES, TYP. I ` I I , r00; — FWAF) RRAI\I('I-IFC ANr) RITTFRC\A/FI TYP. OAK TREE, NOTA I I I _99 _ G KG AER 8 Rig � `3R�P PNp �� ---- � �EZS _ f , -------------- `00, FENCE CQ , I I 11 I I v GROUND, AND DISPOSED, TYP. ; r, 11 1 O CONC. CURB "_ ® Cl,_,_NC.'`_— `-- �o' - C LIMB UP PINES TO REMAIN ----------------- �0., AND PROTECT THROUGHOUT CONSTRUCTION conic. CURB DEAD BRANCHES SUCKERS AND BITTERSWEET TO BE REMOVED AND DISPOSED OF; INVASIVE SPECIES PROTECT EXISTING TREE TO /" ` CONC. O SIDEWALK ,INCLUDING BITTERSWEET, TO BE D REMAIN, TYP. DISPOSED OF BY TRASH BAGS; NOT TO BE MIXED WITH REGULAR BRUSH TYP.N I'' N n ROOF OVERHANG O ' �J p TS I -202__ -- 'i� o �s N 5 p gl BIT. CONC. / BIT. CONC. j REMOVE AND DISPOSE OF VEGETATED 0 . I r AREA; GRUB ALL ROOTS - LOQ' o ;v oo� LC) `o : C o I ---- / SASSAFRAS TREE IS HEAVILY INFESTED D ��1 syr G S R O , SH UB WITH BITTERSWEET; REMOVE CONC. CURB SIDEWALK 200—`== - --- _ CONI ----------- - STEPS ---, rn -------- 77i7%TT77T 6, , 201.78 N ' , I f ' , O I 1 ' N I� ' 1 I ' 1 I I, I 11, 1 r i I 1 I ' I I I I I I 1 BITTERSWEET AND SAVE TREE IF /TR ///////POSSIBLEEE TO REMAIN AND BE PROTECTED I � l c� F LQ s A O i II PAVILION I I I t ! ------------------------- -- ------ 09 9 BE REMOVED AND DISPOSED OF; INVASIVE SPECIES TO BE DISPOSED OF BY TRASH BAGS; NOT TO BE MIXED WITH REGULAR BRUSH, TYP. HERBICIDES APPLIED TO STEMS IN THE FALL BY A LICENSED APPLICATOR I ' 1 1 , I ! , 1 oN , CV t I 1 0 1 1r1. N ) HEMLOCKS TO BE REMOVED, THROUGHOUT CONSTRUCTION; REFER STUMP GROUND, AND DISPOSED BUILDING TO TREE PROTECTION DETAILS, TYP. OF, TYP. #737 BRIDGE ROAD EVERGREEN SHRUB TO REMAIN IF TREE TO BE REMOVED STUMP POSSIBLE, REMOVE ANY WEEDS GROUND, AND DISPOSED OF, TYP. AROUND AND WITHIN PROTECT EXISTING TREES TO REMAIN, TYP. 1'o ` 0°° F Nq ' I ory i \ FINISHED FLOOR W PR°v�EN� I (ON CONCRETE) VPRGE / I = 20218 � REMOVE AND DISPOSE OF EXISTING CONCRETE 2O2 i SIDEWALK TREE; CLEAR AND GRUB STUMP AND o W ALL ROOTS, TYP.ccuR6 "Q Cd CONC. SIDEWALK N. I xoo°------------ 2U2- 0 -- Inz 11 I , , / rrrii�/rr2 --------- REMOVE -- -- r rn z�x 1202.16 CONCRETE SIDEWALK O� 201.41 ---- CONCRETE SIDEWALK REMOVE AND DISPOSE OF STUMP PROTECT EXISTING TREES TO REMAIN CEJ �r Of Q0Q Q rn 0 oz w w� c� > o< - wa CONC. CURB J L� 6 RM � � o TYP. N 0 EDGE OF PAVEMENT /} o 200 - --- CONC.I CUR EDGE EDGE OF PAVEMENT---- I I 7 -- 2 0 `''O' - ----- c. CURB —DDDDD�2'D0�1 ----- -- ------------------------ ---D'� f------ - -- --- - ___ ___ -___ _ 204 - - REMOVE AND DISPOSE OF EXISTING 20.5 PINE; CLEAR AND GRUB STUMP AND C ALL ROOTS [O CL �. r 19,1, I , I I 1 , Q BE REMOVED AND DISPOSED OF; BITTERSWEET AND ANY OTHER INVASIVE SPECIES TO BE REMOVED BY DRYING OUT IN TRASH BAGS IN THE SUN AND THEN DISPOSED OF IN THE TRASH, NOT TO BE MIXED WITH REGULAR BRUSH, TYP. HERBICIDES APPLIED TO STEMS IN THE FALL BY A LICENSED APPLICATOR AREA INCLUDING ARBORVITAES; REMOVE AND GRUB ALL ROOTS AND TRIM BACK FROM POWER LINES, TYP. PINE; CLEAR AND GRUB STUMP AND ALL ROOTS W - _ SUCKERS TO BE TRIMMED architecture for enjoying life Brattleboro VT 05301 802 451 5960 ■ Greenfield AND DEAD BRANCHES TO BE REMOVED AND DISPOSED, ; N 737 Bridge PARCEL 18C-048-001 737 BRIDGE ROAD j PRUNE TOP MASSACHUSETTS DOGWOOD, NOTJAPANFS MAPLE Design Group Landscape Architecture Civil Engineering Land Surveying (413)582-7000 4 Allen Place, Northampton, Massachusetts 01060 STONEFIELD engineering & design TREE TO BE REMOVED STUMP Princeton, NJ • Tampa, FL • Detroit, MI www.stonefieldeng.com 120 Washington Street, Suite 201, Salem, MA 01970 Phone 617.203.2076 m „�PNwP1 I PROTECT EXISTING TREES TO REMAIN; SUCKERS TO BE TRIMMED AND DEAD ==' _ E��gQX BRANCHES TO BE REMOVED 2 AND DISPOSED OF, PRUNE s D TOPS BY A CERTIFIED jOVS t ARBORIST OAK TREE, NOT MAPLE 19� PROTECT EXISTING TREES TO REMAIN AND REMOVE AND DISPOSE OF DEAD BRANCHES, TYP. I ` I I , r00; — FWAF) RRAI\I('I-IFC ANr) RITTFRC\A/FI TYP. OAK TREE, NOTA I I I _99 _ G KG AER 8 Rig � `3R�P PNp �� ---- � �EZS _ f , -------------- `00, FENCE CQ , I I 11 I I v GROUND, AND DISPOSED, TYP. ; r, 11 1 O CONC. CURB "_ ® Cl,_,_NC.'`_— `-- �o' - C LIMB UP PINES TO REMAIN ----------------- �0., AND PROTECT THROUGHOUT CONSTRUCTION conic. CURB DEAD BRANCHES SUCKERS AND BITTERSWEET TO BE REMOVED AND DISPOSED OF; INVASIVE SPECIES PROTECT EXISTING TREE TO /" ` CONC. O SIDEWALK ,INCLUDING BITTERSWEET, TO BE D REMAIN, TYP. DISPOSED OF BY TRASH BAGS; NOT TO BE MIXED WITH REGULAR BRUSH TYP.N I'' N n ROOF OVERHANG O ' �J p TS I -202__ -- 'i� o �s N 5 p gl BIT. CONC. / BIT. CONC. j REMOVE AND DISPOSE OF VEGETATED 0 . I r AREA; GRUB ALL ROOTS - LOQ' o ;v oo� LC) `o : C o I ---- / SASSAFRAS TREE IS HEAVILY INFESTED D ��1 syr G S R O , SH UB WITH BITTERSWEET; REMOVE CONC. CURB SIDEWALK 200—`== - --- _ CONI ----------- - STEPS ---, rn -------- 77i7%TT77T 6, , 201.78 N ' , I f ' , O I 1 ' N I� ' 1 I ' 1 I I, I 11, 1 r i I 1 I ' I I I I I I 1 BITTERSWEET AND SAVE TREE IF /TR ///////POSSIBLEEE TO REMAIN AND BE PROTECTED I � l c� F LQ s A O i II PAVILION I I I t ! ------------------------- -- ------ 09 9 BE REMOVED AND DISPOSED OF; INVASIVE SPECIES TO BE DISPOSED OF BY TRASH BAGS; NOT TO BE MIXED WITH REGULAR BRUSH, TYP. HERBICIDES APPLIED TO STEMS IN THE FALL BY A LICENSED APPLICATOR I ' 1 1 , I ! , 1 oN , CV t I 1 0 1 1r1. N ) HEMLOCKS TO BE REMOVED, THROUGHOUT CONSTRUCTION; REFER STUMP GROUND, AND DISPOSED BUILDING TO TREE PROTECTION DETAILS, TYP. OF, TYP. #737 BRIDGE ROAD EVERGREEN SHRUB TO REMAIN IF TREE TO BE REMOVED STUMP POSSIBLE, REMOVE ANY WEEDS GROUND, AND DISPOSED OF, TYP. AROUND AND WITHIN PROTECT EXISTING TREES TO REMAIN, TYP. 1'o ` 0°° F Nq ' I ory i \ FINISHED FLOOR W PR°v�EN� I (ON CONCRETE) VPRGE / I = 20218 � REMOVE AND DISPOSE OF EXISTING CONCRETE 2O2 i SIDEWALK TREE; CLEAR AND GRUB STUMP AND o W ALL ROOTS, TYP.ccuR6 "Q Cd CONC. SIDEWALK N. I xoo°------------ 2U2- 0 -- Inz 11 I , , / rrrii�/rr2 --------- REMOVE -- -- r rn z�x 1202.16 CONCRETE SIDEWALK O� 201.41 ---- CONCRETE SIDEWALK REMOVE AND DISPOSE OF STUMP PROTECT EXISTING TREES TO REMAIN CEJ �r Of Q0Q Q rn 0 oz w w� c� > o< - wa CONC. CURB J L� 6 RM � � o TYP. N 0 EDGE OF PAVEMENT /} o 200 - --- CONC.I CUR EDGE EDGE OF PAVEMENT---- I I 7 -- 2 0 `''O' - ----- c. CURB —DDDDD�2'D0�1 ----- -- ------------------------ ---D'� f------ - -- --- - ___ ___ -___ _ 204 - - REMOVE AND DISPOSE OF EXISTING 20.5 PINE; CLEAR AND GRUB STUMP AND C ALL ROOTS [O CL �. r 19,1, I , I I 1 , Q BE REMOVED AND DISPOSED OF; BITTERSWEET AND ANY OTHER INVASIVE SPECIES TO BE REMOVED BY DRYING OUT IN TRASH BAGS IN THE SUN AND THEN DISPOSED OF IN THE TRASH, NOT TO BE MIXED WITH REGULAR BRUSH, TYP. HERBICIDES APPLIED TO STEMS IN THE FALL BY A LICENSED APPLICATOR AREA INCLUDING ARBORVITAES; REMOVE AND GRUB ALL ROOTS AND TRIM BACK FROM POWER LINES, TYP. PINE; CLEAR AND GRUB STUMP AND ALL ROOTS W - architecture for enjoying life Brattleboro VT 05301 802 451 5960 ■ Greenfield 413 624 906c; Prospect Place 737 Bridge PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413)582-7000 4 Allen Place, Northampton, Massachusetts 01060 STONEFIELD engineering & design Rutherford, NJ - New York, NY • Boston, MA Princeton, NJ • Tampa, FL • Detroit, MI www.stonefieldeng.com 120 Washington Street, Suite 201, Salem, MA 01970 Phone 617.203.2076 \�\\\\11t11111(f 11/ldl S A C H ..4 GHEL L 0� ZZ M G1APe "­���\\ REVISION: 03/27/2024 BUILDING PERMIT SET REVISION: 02/24/2024 FINAL PRICING SET REVISION: 06/16/2023 SUBMISSION #S 70% SET REVISION: 01/09/2023 SUBMISSION #4 PB COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/12/22 SUBMISSION #2 PLANNING Drawn By: JAS Checked By: RL SCALE: 1"=30' PROJECT ID: TITLE: TREE PROTECTION & REMOVAL PLAN DRAWING: L 100 PLANT LIST KEY QTY LATIN Deciduous Trees COMMON SIZE NOTES Aa 37 Amelanchler arborea Common Serviceberry 2" cal- 10.15' SPREAD Ba 4 Betula aIleghanlensis Yellow Birch 2" cal. 35-50' SPREAD Bf 4 Benthamidia florida Flowering Dogwood 2" cal. 25' SPREAD B} 1 Betula lenta Black Birch 2" cal. 25-45' SPREAD Bp 8 Betula populifolia Grey Birch 2" cal. 10-20' SPREAD MV 9 Magnolia virginiana Sweet Bay Magnolia 2" cal. 10-20' SPREAD Ns 4 Nyssa Sylvatica Black. Tupelo 2" cal. x0-30` SPREAD Ov 8 Ostrya virginiana Hop hornbeam 2" cal. 12-25' SPREAD oa 6 Oxydendrum arborumSourwood High Bush Blueberry 2" cal. 20' SPREAD Pt 7 Populus tremuloides Quaking Aspen 2" cal. 30' SPREAD Qb 1 Quercus Bicotor Swamp White Oak A 3" cal. 50-60' SPREAD Sa 4 Sassafras aIbid um Sassafras 2" cal. 25-40' SPREAD' — Deciduous Shrubbery Am 11 Aronia melanocarpa Black Choke berry 5 gallon 5' wd, spring bloom Co 6 Cephalanthus occidentalis Button Bush S gallon wet feet Cp 4 Comptonia peregrina Sweet Fern S gallon 6' WD Cs 9 Cornus Sericea Red -osier Dogwood 5 gallon wet feet Csd 14 Cornus Sericea (Dwarf) Dwarf Red -osier Dogwood 3 gallon wet feet Fg 34 FothergiIla Gardenii Dwarf Fothergilia 3 gallon NON-NATIVE, wet feet IV 27 llex verticulata Wfnterberry 5 gallon wet feet Mp 7 Myrica pennsylvanica Bayberry 5gallon 6' WD Vc 10 Vaccinium corymbosum High Bush Blueberry 5 gallon 6' WD Van 196 Vaccinium angustifolium Low Bush Blueberry 3 gallon 2' WD Va 49 Viburnum acerffolium Mapleleat Viburnum 5 gallon V WD FvprorPPn 5hruhhery Ig 28 Ilex glabra 'Shamrock' Shamrock Inkberry 5 gallon 4'WD Kl 40 Kalmia latifolia Mountain Laurel 5 gallon 7' WD Kle 99 Kalmia latifolia'EIF Dwarf Mountain Laurel 3 gallon 4' WD Rm 43 Rhododendron Maximum Rhododendron 5 gallon B' WD Rmp 1g Rhododendron PJM PJM Rhododendron 5 gallon 6' WD PLANTINGS ON BERM NORTH SIDE OF BERMS AND EROSION BLANKET JUTE NETTING; REFER TO PLANTING LIST BRIDGE RD SIDEWALK SECTION A -A POWER LINES (101 RUN PARALLEL TO PROSPECT AVE BERM PARKING LOT SIDEWALK PROSPECTAVE SECTION 13-6 MID 9Z E GROW 1 1Q' POWER LINE MID SIZE GROWTH 10POWER UNE - PROSPECT AVE PLANTING TYPOLOGIES % QTY LATIN Berm Mix - PART SHADE - 6026 SF COMMON SIZE SPACE NOTES 20% 618 Carex scoparia Pointed Broom Sedge PLUGS 18" O.C. 24" HT 20% 618 Carex vulpinoides Fox Sedge PLUGS 18" O.G. 36" HT 60% 1855 Festuca Rubra Creeping Fescue PLUGS 18" O.C. 12"-24" 15% 463 Eurybia divaricata White Wood Aster PLUGS 18" O.C. Aug -Sept, 24" 15°% 1043 Phlox divaricata Wild Blue Phlox PLUGS 12" O.C. May -June, 12"-24" 1D% 2781 Anemonella thalictrofdes Rue Anemone PLUGS 6" O.C. Pink bloom April -June, Berm Mix - PART SUN - 5131 SF 30% 790 Carex scoparia Pointed Broom Sedge PLUGS 18" Q.C- 24" HT 40% 1054 Carexvulpinoides Fox Sedge PLUGS 18" D.C- 36" HT 30% 790 Festuca Rubra Creeping Fescue PLUGS 18" Q.C- 12"-24" 15% 889 Zixia aurea Golden Alexander PLUGS 12" O.C. 12"-36", May -June, Yellow 15% 99 Baptfsia australis Blue False Indigo PLUGS 36" O.C. 36"-60", June -July, BIue/Pur. 1596 889 Aquilegua canadensis Columbine PLUGS 12" O.C. 12"-36", *NOTE: BERM IS A DEDUCT ALTERNATE, PLANTINGS ARE NOT May -June, Red % QTY LATIN Dart ckn ,!o nnty _ 1 S170 CG COMMON SIZE SPACE NOTES 25% 543 Ali urn tricoccum wild Leek PLUGS 12" O.C. 6"•12" HT, Jun-1u}y 10% 96 Eurybia divaricatus Whitewood Aster PLUGS 18" O.C. 24", Aug -Sept 50% 543 Gautheria procumbens Wintergreen PLUGS 12" O.C. 6", EVERGREEN groundcove 10% 54 Helianth us diva rieatus Woodland Sunflower PLUGS 24" O.C. 4'-6', July -Sept, Yellow 15% 1303 Houstania caerula Little Bluet PLUGS 6" O.C. 8", April-August,YeIIow Blue 50% 482 Mitchelfa repens Parrridgeberry PLUGS 18" O.C. 1-2", EVERGREEN groundco 30% 7605 Maianthemum canadense Canada Mayflower PLUGS 6" O -C. 8", May -June 10% 54 Maianthemum racemosum Feathery False Solomon's Seal PLUGS 24" O.C. 12"-36" HT, May -June 10% 96 Tiarella cordifolia Foamflower PLUGS 18" O.C. 8", May -June ART SHADE SWALE MIX - 753 SF 33%128 Asarum canadense Canadian Wild Ginger PLUGS 18" O.C. WET SHADE 33% 288 Chamaepericfymenum canadense Bunchberry PLUGS 12" O.C. WET SHADE, SEMI-EVERG 33% 128 Mitchelfa repens Partridgeberry PLUGS 18" O.C. WET SHADE, EVERGREEN INCLUDE A DEDUCT ALTERNATE FOR COST OF WORK WITHOUT BERMS." Ba N OTE: PLANT AVAILABILITY AND SIZES MAY REQUIRE �= Lawn Mix SUBSTITUTIONS AT TIME OF PLANTING 1 EA Dark and Durable Mix - from Valley Green Pty • r 3 EA OV + L BERM; T ABOVE SURROUNDING GRADE ■ WWI I IN 0#0 Fqwlira 1 -, INWill ® 1 , "WE '+ �,MIN � �� 1 e�* - - - rte.. , ;- �■ 0 ���i � RMIU I O es v a' . a'oP1 ■ . ■ i oro � pe � - vel � •e��� ■ ��ii�� oao 0 0 ��: � � � �, � _ goo • �` .,. 7� e. iZ�■ � od rp. °o o o� ® r01ipi' e a dr �ti v■ 04� u� f 0� a■ � o0- j�r00�0 0 � i W vo i ■ � � ■ iI r / + , . �.rJ.►tom . g PF �' ' . F ■0-i. _ 0"'r i / : A p � ,0 - � �oi`g �� ►rte •` �'''�""—"',? �� 1� ARQBUICK CHOK ESE RRY eL�eyL� '' +����u��� [� �i �► �•�• p�`ba tis.: _-_-- 1 EA 50- % 2 EA /.. Oa .06006 6,&w mmin.11111i. 3 EA AND MULCH EDGE, TYP. ; TO BE SPADE CUT 6" 3 EA Bf Ns a" + Km i PR PIESCLAVE SHRU13 r PLANTING AN❑ SCREENING; REFER TO I SECTIONS ON THIS P SHEET 1 EA J 8 I Aa TRIM LOW LIMBS OF EXISTING TREES TREES AS NECESSARY TO BE DETERMINED BY LANDSCAPE ARCHITECT OR OWNER, TYP. r 5 KI 7 Kle 3 Rm 5 Rmp zz/ 31 Van 3 I I• SCALE 1"=30'-O" (if printed full site @ 24" x 36") architecture for enjoying life Brattleboro VT 05301 802 451 5956 Greenfield MA 01301 413 624 9659 Prospect Place 737 Bridge Rd PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS - Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413) 582-7000 4 Ailed Place, Northampton, Massachusetts 41060 ETON EFI ELD engineering & design Rutherford, NJ • New York, NY - Boston, MA Princeton, NJ • Tampa, FL - Detroit, MI www.stonefieldeng.com 120 Washington Street, Suite 201. Salem, MA 01970 Phone 617.203.2076 GSE —C7P _' �< QJ No. 161-1 • �s�. iilf�p •.,,.• PQ-�ti REViSION:03/27/2024 BUILDING PERMIT SET REVISION: 02/24/2024 FINAL PRICING SET REVISION: 46/16/2023 SUBMISSION #S 70% SET REVISION: 01/09/2023 SUBMISSION #4 PB COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/12/22 SUBMISSION #2 PLANNING Drawn By: AS Checked By: RL SCALE: 1"=30' EPROJECT Io: TITLE: PLANTING PLAN DRAWING: LAYOUT NOTES 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 BERKSHIRE DESIGN GROUP. ALL DISCREPANCIES SHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION. 4. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO RECEIVE 6" (MIN.) TOPSOIL AND TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED WITH PERENNIAL TURFGRA55E5 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, ASPHALT, RUBBER, AND OTHER HARDSCAPE SURFACING DURING ADVERSE WEATHER CONDITIONS (RAIN, SLEET, ETC.). 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS OR SPILLED CONCRETE, ASPHALT, AGGREGATE AND OTHER MATERIALS FROM THE SITE. PLANTING NOTES 1. ALL NURSERY STOCK SHALL MEET THE MOST RECENT HORTICULTURAL STANDARDS OF THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (AN LA) AS TO GRADING AND QUALITY. 2. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES AND SHALL BE GROWN FOR AT LEAST TWO YEARS UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE AT THE PROJECT SITE. 3. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY BERKSHIRE DESIGN GROUP. 4. PRIOR TO THE TIME OF INSTALLATION: BALLED AND BURLAPPED PLANTS SHALL BE MOVED WITH THE ROOT SYSTEM A5 SOLID UNITS; ROOT BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP. CONTAINER GROWN PLANTS SHALL NOT BE REMOVED FROM CONTAINER UNTIL TIME OF PLANTING ; ROOT SYSTEM SHALL BE FIRMLY 5 E IN CONTAINER BUT NOT ROOT BOUND. 5. TREES AND SHRUBS SHALL BE PLANTED IN HOLES WITH DIAMETER TWICE THE DIAMETER OF THE ROOT BALL, OR AS DIRECTED BY BERKSHIRE DESIGN GROUP. 6. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING TREE PLANTING PROCEDURE: 6.1, LOCATE THE ROOT FLARE FOR EACH TREE PRIOR TO REMOVING CONTAINER/ BURLAP MESH. 6.2, REMOVE ANY DIRT/MULCH ABOVE FLARE AND SETTREE IN THE HOLE 50 THATTHE ROOT FLARE MATCHES THE SURFACE ELEVATION ADJACENT TO THE HOLE. 6.3. FOR TREES PLANTED ON A SLOPE, THE ROOT FLARE SHALL BE SET ALONG THE CONTOUR LINE OF THE SLOPE. 6.4. ONCE THE TREE IS IN THE HOLE, THE CONTRACTOR SHALL LOOSEN ROOTS AT THE PERIMETER OF ROOT BALL, REDIRECT ANY CIRCLING ROOTS, AND CUT ANY CROSSING ROOTS OR ROOTS WHICH MAY STRANGLE THE ROOT BALL/ TRUNK IN THE FUTURE. 6.5. REMOVE BASKETS AND BURLAP A5 DESCRIBED IN NOTE 7 BELOW. 6.6. INSTALL TREE STABILIZATION AS SHOWN IN THE PLANS OR AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. 6.7. AFTER ONE CALENDAR YEAR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ABOVE GROUND TREE STABILIZATION MATERIALS. 7. ALL BALLED AND BURLAPPE0 PLANTS SHALL HAVE ANY METAL BASKET ENTIRELY REMOVED. BURLAP SHALL BE CUT AND PULLED OUT OF THE HOLE PRIOR TO BACKFILLING. S. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PLANT TAGS PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK. 9. PLANTING 501L MIX SHALL CONSIST OF QUALITY TOPOSIL, WITH A PH OF 5.0 TO 7.0 AND ORGANIC CONTENT 5% OR GREATER. EXISTING 501 LS MAY BE REUSED ON SITE AND AMENDED TO MEET THESE REQUIREMENTS. 501 TESTING AND AMENDMENT RECOMMENDATIONS TO BE PROVIDED BY A THIRD PARTY 50 ILS LAB AT NO COST TO OWNER. 10. ON-SITE SOILS PROPOSED TO BE RE -USED SHALL BE SIFTED TO REMOVE ALL TWIGS, STICKS, AND STONES, AND STOCKPILED ON-SITE. THE CONTRACTOR SHALL REMOVE AND D15POSE OF ALL EXCESS SOI LS THAT WILL NOT BE INCORPORATED INTO THE PROJECT. 11. THE CONTRACTOR SHALL INCORPORATE SEASONED COMPOST, MYCORRHIZA, AND SEASONED BIOCHAR INTO PLANTING 501L OF ALL NEW PLANTING AREAS. 12, THE CONTRACTOR SHALL FURNISH AND INSTALL 3" DEPTH (MINIMUM) OF SHREDDED CEDAR MULCH, UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR ALL PLANT MATERIAL FOR 12 MONTHS AFTER SUBSTANTIAL COMPLETION OF THE WORK. ANY PLANT MATERIAL WHICH DIES, BROWNS, DEFOLIATES OR FAILS TO FLOURISH PRIOR TO ACCEPTANCE OF WORK OR WITHIN ONE YEAR AFTER INSTALLATION SHALL BE PROMPTLY REMOVED FROM THE 5€TE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUALITY, SIZE AND MEETING ALL PLANTING SPECIFICATIONS, AT NO COST TO THE OWNER, 14. PRIOR TO INSTALLATION, THE PLANTING LAYOUT SHALL BE REVIEWED IN THE FIELD AND APPROVED BY BERKSHIRE DESIGN GROUP. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATERING AS NECESSARY TO FULLY ESTABLISH PLANTINGS. WATERING SHALL CONTINUE FROM INSTALLATION UNTIL PLANTINGS ARE FULLY ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER. GENERAL SEEDING NOTES 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. 2. SUFFICIENT LOAM SHALL BE USED 50 THAT A MINIMUM 6" DEPTH OF LOAM IS ACHIEVED WITH LIGHT ROLLING IN NATURAL TURF AREAS. LOAM SHALL BE SCREENED AND SHALL BE FREE OF CLAY, STICKS, ROOTS, STONES GREATER THAN 1/2" DIAMETER, OR OTHER OBJECTIONABLE MATERIAL. 3, LOAM SHALL HAVE A 3%-1% ORGANIC CONTENT BY VOLUME. THE CONTRACTOR SHALL AMENDED THF LOAM WITH COMP05T OR OTHER APPROVED MATERIAL IF IT DOES NOT MEET THE REQUIRED ORGANIC CONTENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF 0N-51TE OR IMPORTED TOPSOIL BY A LOCAL TESTING AGENCY FOR SOIL STRUCTURE (SOIL PARTICLE SIZE ANALYSIS), ROUTINE SOIL ANALYSIS, FERTILITY, ORGANIC CONTENT, AND SOLUBLE SALTS. TOPSOIL SHALL BE AMENDED AS PER RECOMMENDATIONS OF THE TESTING AGENCY. 5, PRIOR TO SPREADING LOAM, THE SUBBASE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6". WHERE SUBBASE HAS BEEN COMPACTED, CONTRACTOR MAY BE REQUIRED TO INCREASE DEPTH AT NO ADDITIONAL COST TO OWNER. REMOVE STONES GREATER THAN 1/2" OR OTHER OBJECTIONABLE MATTER FROM THE SURFACE. 6. SPREAD TOPSOIL/LOAM OVER AREA AND RAKE AND ROLL TO PROPER DEPTH TO ACHIEVE FIRM EVEN GROUND AND TO MAINTAIN LINES, GRADES AND ELEVATIONS. ANY DEPRESSIONS OR SETTLEMENT SHALL BE FILLED AND ROLLED WITH ADDITIONAL TOPSOIL TO THE REQUIRED GRADE. 7. SEED AREA EVENLY WITH SPECIFIED SEED MIH USI NG MECHANICAL SEEDER. SOW AT A RATE PER THE SUPPLIER'S RECOMMENDATION FOR APPLICATION METHOD. APPLY SEED IN ONE DIRECTION AND THEN AT A RIGHT ANGLE DIRECTION TO FIRST SEEDING. CONTRACTOR SHALL INCLUDE A BULKING AGENT AND/OR COVER CROP PER THE SUPPLIER'S RECOMMENDATION AT NO ADDITIONAL COST TO THE OWNER. 8, HYDRO -SEEDING 15 ACCEPTABLE METHOD OF SEEDING FOR LAWNS AND GENERAL STABILIZATION, PROVIDED THE HYDRO -SEED AND FERTILIZER M€X IS AS SPECIFIED AND APPLIED AT THE EQUIVALENT RATE SPECIFIED ABOVE. 9. PRE -WET THE SOIL BED PRIOR TO SEEDING AND WATER PROMPTLY AFTER SEEDING. KEEP ALL SEEDED AREAS MOI STTHROUGH0UT THE GERMINATION PER 10 D. MULCH UNIFORMLY WITH STRAW IMMEDIATELY AFTER SEEDING. MULCH MAY BE OMITTED FROM HYDRO -SEED AREAS PROVIDED THE SEEDED AREA IS KEPT MOIST AND THE HYDRO -SEED IS NOT ALLOWED TO DRY OUT DURING THE GERMINATION PERIOD. 10. CONTRACTOR IS RESPONSIBLE FOR WATERING SEEDED AREAS AND SETTING UP A TEMPORARY WATERING SYSTEM. ROUTINE WATERING SHALL BE DONE UNTIL SEEDED AREAS ARE ACCEPTED. 11. PROTECT SEEDED AREAS WITH TEMPORARY BARRIERS CONSISTING OF FENCING, SNOW FENCE, SIGNS OR OTHER APPROVED MEASURES. 12. WALKWAYS, DRIVES, BUILDING ENTRANCES SHALL BE KEPT CLEAR AND CLEAN OF SOIL AND SEEDING DEBRIS. SWEEP AND DISPOSE OF ALL DIRT AND DEBRIS ON SUCH SURFACES UPON COMPLETION OF SEEDING OPERATIONS. 13, MAINTENANCE OF SEEDED AREAS SHALL CONTINUE UNTIL ACCEPTANCE BY BERKSHIRE ❑E51GN GROUP. MAINTENANCE SHALL CONSIST OF WATERING, WEEDING, CURING, RE -SEEDING, MOWING, AND REPAIR OF EROSION AS NECESSARY TO ESTABLISH A UNIFORM STAND OF GRASS. ANY AREA THAT FAILS TO SHOW A UNIFORM STAND OF GRASS SHALL BE 5EEDED AND/OR REPAIRED UNTIL A UNIFORM STAND IS ACHIEVED. 14. BERKSHIRE DESIGN GROUP WILL INSPECT SEEDED AREAS FOR ACCEPTANCE UPON NOTIFICATION FROM THE CONTRACTOR THAT AREAS ARE READY FOR REVIEW. THE WORK MAY BE ACCEPTED IN PARTS WHEN IT IS DEEMED IN THE BEST INTEREST OF THE OWNER. architecture for enjoying life Brattiebaro VT 05301 802 451 5966 Greenfield MA 01301 413 624 9669 Prospect Place 737 Bridge Rd PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS w -_ Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413) 582-7000 4 Alien Place, Northampton, Massachusetts 01060 STON EFIEL engineering & design Rutherford, NJ • New York, NY • Boston, MA Princeton, NJ • Tampa, FL • Detroit, MI www. stop efi a 1de ng. c o m 120 Washington Street, Suite 201, Salem, MA 01970 Phone 617.203.2076 p C H [�� `\\�\���C� x fid:• _�•��G��L M: �-_- � s-� �f'�i����ND S G}PpE P�ti�• REVISION: 03/27/2024 BUILDING PERMIT SET REVISION: 02/24/2024 FINAL PRICING SET REVISION: 06/16/2023 SUBM1551ON #5 7D% SET REVISION: 01/09/2023 SUBMISSION #4 PB COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/12/22 SUBMISSION #2 PLANNING Drawn By: JAS Checked By: RL SCALE: 1"=10' PROJECT ID: TITLE: NOTES DRAWING: L 111 ■ 7022 Q Austin Design Inc. PLANTING NOTES NOTE: 1. ALL NURSERY STOCK SHALL MEET THE MOST RECENT HORTICULTURAL STANDARDS OF THE k_O"RTYARD WORK TO BE ❑ONE UNDER ALLOWANCE TO AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA) AS TO GRADING AND QUALITY. INCLUDE: SHADE SAILS, ALL FURNITURE, AND PLAYGROUND R WN mi ACCORDANCE WITH GOOD HORTICULTURAL EQUIPMENT SHOWN ON THIS SHEET. Vt 2. ALL PLANTS SHALL BE NURSERY G 0 PRACTICES AND SHALL BE GROWN FOR AT LEAST TWO YEARS UNDER CLIMATIC CONDITIONS I I 1 - I I I• I I I _ I 4_T I -� - IN CENTER SIMILAR TO THOSE AT THE PROJECT SITE. NATIVE SHADE AND ORNAMENTAL ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE LOAMED AND SEEDED UNLESS BE DS 3. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS - % QTY TREES, TYP. LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY BERKSHIRE DESIGN GROUP. POURED IN PLACE RUBBER SAFETY SPACE -- - POURED IN PLACE MOUND; TOP OF MOUND Alium tricoccum Wild Leek SURFACING, TYP.; 2 COLORS _ _ _ -, TO BE V ABOVE SURROUNDING GRADE; Eurybia divaricatus 4. PRIOR TO THE TIME OF INSTALLATION: BALLED AND BURLAPPED PLANTS SHALL BE MOVED -=A _ =' - REFER TO CIVIL DRAWINGS FOR GRADING Gautheria procumbens WITH THE ROOT SYSTEM AS SOLID UNITS; ROOT BALLS SHALL BE FIRMLY WRAPPED WITH HONEY LOCUST OR CATALPA LOG 12" O.C. " y + w Y y Y • Jvt BURLAP. CONTAINER GROWN PLANTS SHALL NOT BE REMOVED FROM CONTAINER UNTIL STEPPER GAME TYP.; FROM EXISTING - - AND DRAINAGE FREE OF CLAY, STICKS, ROOTS, STONES GREATER THAN 1/2" DIAMETER, OR OTHER TIME OF PLANTING; ROOT SYSTEM SHALL BE FIRMLY SET IN CONTAINER BUT NOT ROOT TREES TO BE REMOVED ON SITE- BARK - O (D - 509E 741 Oa 80UND.° REMOVED AND WOOD TO BE SEALED ° p 6" DRIP STRIP, TYP. HONEY LOCUST OR CATALPA FALLEN I- I - I I• 5. TREES AND SHRUBS SHALL BE PLANTED IN HOLES WITH DIAMETER TWICE THE DIAMETER OF WITH OIL OR POLY TBD ° 8", May -June LOG CLIMBER PIECES, TYP.; FROM REFER TO PLANTING SCH EDU LE THE ROOT BALL, OR AS DIRECTED BY BERKSHIRE DESIGN GROUP. PLUGS 3. - EXISTING TREES TO BE REMOVED ON -T 6, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING TREE PLANTING PROCEDURE: HONEY LOCUST OR CATALPA WOOD � 8", May -June SITE- BARK REMOVED AND WOOD TO ; 3 EA CHIP MULCH WITH EDGING, TYP.; FROM � AMENDED THE LOAM WITH COMPOST OR OTHER APPROVED MATERIAL IF IT DOES NOT SEALED WITH OIL OR POLY TBD + d Y 6.1. LOCATE THE ROOT FLARE FOR EACH TREE PRIOR TO REMOVING CONTAINER/ BURLAP EXISTING TREES TO BE REMOVED ON Q BE MESH. SITE - °° MEET THE REQUIRED ORGANIC CONTENT, MOVABLE ADIRONDACK CHAIRS TYP. Y w a Y w w Y Y Y w W Y 6.2. REMOVE ANY DIRT/MULCH ABOVE FLARE AND SET TREE IN THE HOLE 50 THAT THE w Y w Y a! •V ° p DEDUCT ALTERNATE ROOT FLARE MATCHES THE SURFACE ELEVATION ADJACENT TO THE HOLE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ON-SITE OR IMPORTED TOPSOIL BY A LOCAL TESTING AGENCY FOR 501E STRUCTURE (SOIL PARTICLE 512E ANALYSIS), ROUTINE - w w w y V Y •+ y � w � Y Y Y y Y w Y V w .Y Y Y Y Y w ° 6.3. FOR TREES PLANTED ON A SLOPE, THE ROOT FLARE SHALL BE SET ALONG THE CONTOUR LINE OF THE SLOPE. SOIL ANALYSIS, FERTILITY, ORGANIC CONTENT, AND SOLUBLE SALTS. TOPSOIL SHALL BE Y Y y w Y w y w y„ y Y Y Y 4 LAWN SPACES WITH PICNIC TABLES, TYP.; TWO PICNIC AMENDED AS PER RECOMMENDATIONS OF THE TESTING AGENCY, AGE GROUP: 2-5 YEAR OLD PLAY TABLES DE D UCT ALTE R NAT ES v w 6.4. ONCE THE TREE IS IN THE HOLE, THE CONTRACTOR SHALL LOOSEN ROOTS AT THE STRUCTURE WITH SLIDE, DEDUCT ❑ PRIOR TO SPREADING LOAM, THE SUBBASE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF DEDUCTALTERNATE Y Y + w PERIMETER OF ROOT BALL, REDIRECT ANY CIRCLING ROOTS, AND CUT ANY CROSSING Y ❑ O _ ROOTS OR ROOTS WHICH MAY STRANGLE THE ROOT BALL/ TRUNK IN THE FUTURE. ALTERNATE Y Y w v Y DEPTH AT NO ADDITIONAL COST TO OWNER. REMOVE STONES GREATER THAN 1/2" OR ❑ PLANTING BEDS WITH EDGING TYP. 6.5. REMOVE BASKETS AND BURLAP AS DESCRIBED IN NOTE 7 BELOW. ' OTHER OBJECTIONABLE MATTER FROM THE SURFACE. f 6.6. INSTALL TREE STABILIZATION AS SHOWN IN THE PLANS OR AS REQUIRED BY THE _ - - - 1 EA SPREAD TOPSOILILOAM OVER AREA AND RAKE AND ROLL TO PROPER DEPTH TO ACHIEVE TECHNICAL SPECIFICATIONS. UNIT PAVER PLAZA L -SHAPED EDGE _ ❑ ' B 6.7. AFTER ONE CALENDAR YEAR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ABOVE RESTRAINTS • 13 Kle DEPRESSIONS OR SETTLEMENT SHALL BE FILLED AND ROLLED WITH ADDITIONAL TOPSOIL GROUND TREE STABILIZATION MATERIALS. 7 Ig 3" 10 15' SPREAD THE REQUIRED GRADE. ❑ ' 1 12 Va Aa 5 7. ALL BALLED AND BURLAPPED PLANTS SHALL HAVE ANY METAL BASKET ENTIRELY REMOVED. Common Serviceberry cal. 1. ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM BURLAP SHALL BE CUT AND PULLED OUT OF TME HOLE PRIOR TO BACKFILLING. CAFE TABLE AND CHAIRS DED CT ❑ 1 8 Kle SEED AREA EVENLY WITH SPECIFIED SEED MIX USING MECHANICAL SEEDER. SOW AT A RATE 8. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PLANT TAGS PRIOR TO SUBSTANTIAL ALTERNATE ❑ - ww ' COMPLETION OF THE WORK. PER THE SUPPLIER'S RECOMMENDATION FOR APPLICATION METHOD. APPLY SEED IN ONE 0 ♦ My 4 9. PLANTING SOIL MIX SHALL CONSIST OF QUALITY TOPOSIL, WITH A PH OF 5.0 TO 7.0 AND Sweet Bay Magnolia 3" cal. 10-20' SPREAD - , ♦♦ ♦♦w 1 ORGANIC CONTENT 5% OR GREATER. EXISTING SOILS MAY BE REUSED ON SITE AND THESE REQUIREMENTS. SOIL TESTI NG AND AMENDMENT 4' HIGH TOT LOT FENCE WITH TWO 4' oxydendrum arborum ,` _ TRASH CAN TYP, SHALL INCLUDE A BULKING AGENT AND/OR COVER CROP PER THE SUPPLIER'S AMENDED TO MEET RECOMMENDATIONS TO BE PROVIDED BY A THIRD PARTY SOILS LAB AT NO COST TO OWNER. WIDE GATES; CEDAR FRAMING WITH 4' _ �� 4 METAL MESH INSERT, TYP. - AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY DISCREPANCIES Evergreen Trees 10. ON-SITE SOILS PROPOSED TO BE RE -USED SHALL BE SIFTED TO REMOVE ALL TWIGS, STICKS, , TO BERKSHIRE DESIGN GROUP. ALL DISCREPANCIES SHALL BE RESOLVED AND STONES, AND STOCKPILED ON -SITE. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF NON-NATIVE, 8' SPREAD 8. HYDRO -SEEDING IS ACCEPTABLE METHOD OF SEEDING FOR LAWNS AND GENERAL IN WRITING PRIOR TO BEGINNING WORK. is 3 ALL EXCESS SOILS THAT WILL NOT BE INCORPORATED INTO THE PROJECT. Moonglow Juniper cal. STABILIZATION, PROVIDED THE HYDRO -SEED AND FERTILIZER MIX IS AS SPECIFIED AND Jot 37 Juniperus virginlana 'Taylor' Taylor Juniper ♦ ♦ - - _ - 11. THE CONTRACTOR SHALL INCORPORATE SEASONED COMPOST, MYCORRHIZA, AND 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 1 a. SEASONED BIOCHAR INTO PLANTING SOIL OF ALL NEW PLANTING AREAS. THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF �� ♦w I 9. 12. THE CONTRACTOR SHALL FURNISH AND INSTALL 3" DEPTH (MINIMUM) OF SHREDDED CEDAR 4' WIDE CONCRETE PATH • Deciduous LILL i ALL SEEDED AREAS MOIST THROUGHOUTTHE GERMINATION PERIOD. MULCH UNIFORMLY '� _ _ _ - - __ - _- "- - - '- ©'," - TRANSPORTATION. MULCH, UNLESS OTHERWISE NOTED. Cp 2 Comptonia peregrina - - - ; - _ 85 FOR 12 MONTHS MP -1 !♦ ` - -- - - = r� = Bayberry 5 gallon 6' w0 13. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR ALL PLANT MATERIAL AREAS PROVIDED THE SEEDED AREA IS KEPT MOIST AND THE HYDRO -SEED 15 NOT ALLOWED 4. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO RECEIVE 6" _ _ 6 AFTER SUBSTANTIAL COMPLETION OF THE WORK. ANY PLANT MATERIAL WHICH DIES, TO DRY OUT DURING THE GERMINATION PERIOD. (MIN.) TOPSOIL AND TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED BROWNS, DEFOLIATES OR FAILS TO FLOURISH PRIOR TO ACCEPTANCE OF WORK OR WITHIN Vc 5 Vaccinium corymbosum y ONE YEAR AFTER INSTALLATION SHALL BE PROMPTLY REMOVED FROM THE SITE ANDI WITH PERENNIAL TURFGRASSES UNLESS OTHERWISE NOTED. y •Y v' Y y W Low Bush Blueberry 5 gallon 2' WD REPLACED WITH MATERIAL OF THE SAME SPECIES, QUALITY, SIZE AND MEETING ALL CONTRACTOR IS RESPONSIBLE FOR WATERING SEEDED AREAS AND SETTING UP A _ , 1 " Y D w ♦� v PLANTING SPECIFICATIONS, AT NO COST TO THE OWNER. Viburnum 5 *WD TEMPORARY WATERING SYSTEM. ROUTINE WATERING SHALL BE DONE UNTIL SEEDED AREAS 5. ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS AND 14. PRIOR TO INSTALLATION, THE PLANTING LAYOUT SHALL BE REVIEWED IN THE FIELD AND Va 29 Viburnum acerifolium r Y •Y ♦� y Y w „ W Q ARE ACCEPTED. APPROVED BY BERKSHIRE DESIGN GROUP. SURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE. - -- --- ♦ W W .- 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATERING A5 NECESSARY TO FULLY 6. THE CONTRACTOR SHALL NOT INSTALL CONCRETE, ASPHALT, RUBBER, I ♦♦ - v y ESTABLISH PLANTINGS. WATERING SHALL CONTINUE FROM INSTALLATION UNTIL PLANTINGS ADA ACCESSIBLE PICNIC TABLE ON UNIT =' -� w y Shrubbery ARE FULLY ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER. PAVERS, DEDUCT ALTERNATE WALKWAYS, DRIVES, BUILDING ENTRANCES SHALL BE KEPT CLEAR AND CLEAN OF SOIL AND _-�•.. ♦ Y Y w Ig 15 Ilex glabra'Shamrock' Shamrock inkberry 5 gallon 4' WD _ ±.�' ♦ _ _ _ .11 W Y r �� 7, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS ORMountain SHADE SAI LS ATTACHED TO 4t, KI 3 Kalmia latifalia Laurel 5 gallon TWD COMPLETION OF SEEDING OPERATIONS. POSTS AT 10'25 SPILLED CONCRETE, ASPHALT, AGGREGATE AND OTHER MATERIALS -_-�0 Kalmia iatifolia'Elf Dwarf SEEDING NOTES GENERAL S 1 - - - - - --_ - - - - - - - -- - - -- ---- = - - -_ A Aa V HIGH PLANTED MOUND RIDGE LINE I I 1 - I I I• I I I _ I 4_T I -� - IN CENTER Dark and Durable Mix -from Valley Green NATIVE SHADE AND ORNAMENTAL ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE LOAMED AND SEEDED UNLESS BE DS % QTY TREES, TYP. COMMON NOTED OTHERWISE. SPACE NOTES 25% 833 1 Alium tricoccum Wild Leek PLUGS 12" O.C. . SUFFICIENT LOAM SHALL BE USED SO THAT A MINIMUM 6" DEPTH OF LOAM IS ACHIEVED�- Eurybia divaricatus w-- -=A 18" O.C. 24, Aug -Sept 50% 1667 Gautheria procumbens Wintergreen 17 EA-- 12" O.C. " y + w Y y Y • Jvt I I 24" O.C. 4'-6', July -Sept, Yellow 15% 199$ FREE OF CLAY, STICKS, ROOTS, STONES GREATER THAN 1/2" DIAMETER, OR OTHER Little Bluet 1 EA -Y Y w Y Y -+ 509E 741 Oa Partridgeberry ' - - 18" D.C. 6" DRIP STRIP, TYP. OBJECTIONABLE MATERIAL. I- I - I I• .Y Y •, y Y Y w w w w w Y Y �. w w .v NATIVE EVERGREEN AND DECIDUOUS SHRUB MIX IN PLANTING BEDS, TYP.; � w Y 8", May -June 10% 83 REFER TO PLANTING SCH EDU LE B PLUGS 3. LOAM SHALL HAVE A 3%-7% ORGANIC CONTENT BY VOLUME. THE CONTRACTOR SHALLw 10% 1 148 -T Y " " + Y „ ar w w Y .v 5' WIDE CONCRETE PATH Y Y •Y w w dr •d -v 8", May -June ; 3 EA AMENDED THE LOAM WITH COMPOST OR OTHER APPROVED MATERIAL IF IT DOES NOT + d Y y + Y + Y w Y w w MV 8.5' WIDE CONCRETE PATH MEET THE REQUIRED ORGANIC CONTENT, Y w a Y w w Y Y Y w W Y r v w w •Y -Y .r w Y w Y a! •V 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ON-SITE OR IMPORTED TOPSOIL BY A LOCAL TESTING AGENCY FOR 501E STRUCTURE (SOIL PARTICLE 512E ANALYSIS), ROUTINE w w w y V Y •+ y � w � Y Y Y y Y w Y V w .Y Y Y Y Y w SOIL ANALYSIS, FERTILITY, ORGANIC CONTENT, AND SOLUBLE SALTS. TOPSOIL SHALL BE Y Y y w Y w y w y„ y Y Y Y 4 LAWN SPACES WITH PICNIC TABLES, TYP.; TWO PICNIC AMENDED AS PER RECOMMENDATIONS OF THE TESTING AGENCY, y Y w Y w y y w w TABLES DE D UCT ALTE R NAT ES v w PAVERS IN GRASS, _ ■ ❑ - PRIOR TO SPREADING LOAM, THE SUBBASE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF DEDUCTALTERNATE Y Y + w -'- Y O _ NATIVE SHADE PLANTING AND ORNAMENTAL TREES, TYP. Q 3 BOULDERS REFER TO CIVIL DRAWINGS FOR OVERALL SITE PLANS AND DETAILS FA - ATTACHED TO BUILDING FACADE, TYP.; REFER TO PHOTOMETRIC PLAN ARID STRUCTURAL DRAWINGS TABLE, TYP. DEDUCT ALTERNATE TINTED WITH COLOR AD MIX, TYP. TINTED WITH COLOR AD MIX, TYP. SHRUBS, TYP. 6" DRIP STRIP. TYP.: 1/2" WASHED RIVERSTONE NATIVE EVERGREEN AND DECIDUOU: SHRUB MIX IN PLANTING BEDS, TYP.; REFER TO PLANTING SCHEDULE 2' HIGH PLANTED MOUND. RIDGE LIP IN CENTER; PROVIDE JUTE MATTING 4' WIDE EXPOSED AGGREGATE CONCRETE PATH, TYP. EA a . � o 4 E� 8 Ig 112 Van 3 KI 44 Kle 6 Mp 5 P5 17 Va 19 Van Lawn Mix PART SHADE NATIYE -MIX P Dark and Durable Mix -from Valley Green 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE LOAMED AND SEEDED UNLESS BE DS % QTY LATIN COMMON NOTED OTHERWISE. SPACE NOTES 25% 833 1 Alium tricoccum Wild Leek PLUGS 12" O.C. 2. SUFFICIENT LOAM SHALL BE USED SO THAT A MINIMUM 6" DEPTH OF LOAM IS ACHIEVED�- Eurybia divaricatus w-- PLUGS 18" O.C. 24, Aug -Sept 50% 1667 Gautheria procumbens Wintergreen WITH LIGHT ROLLING IN NATURAL TURF AREAS. LOAM SHALL BE SCREENED AND SHALL BE 12" O.C. " y + w Y y Y • Y Woodland Sunflower PLUGS 24" O.C. 4'-6', July -Sept, Yellow 15% 199$ FREE OF CLAY, STICKS, ROOTS, STONES GREATER THAN 1/2" DIAMETER, OR OTHER Little Bluet Y Y w w •Y w + w y v w w -Y Y w Y Y -+ 509E 741 Mitcheila repens Partridgeberry 3 EA 18" D.C. 1-2", EVERGREEN grour OBJECTIONABLE MATERIAL. Maianthemum canadense .Y Y •, y Y Y w w w w w Y Y �. w w .v Y Y W w Y � w Y 8", May -June 10% 83 Maianthemum racemosum B PLUGS 3. LOAM SHALL HAVE A 3%-7% ORGANIC CONTENT BY VOLUME. THE CONTRACTOR SHALLw 10% 1 148 -r w Y " " + Y „ ar w w Y .v w w a Y Y Y Y Y Y Y •Y w w dr •d -v 8", May -June ; 3 EA AMENDED THE LOAM WITH COMPOST OR OTHER APPROVED MATERIAL IF IT DOES NOT + d Y y + Y + Y w Y w w MV MEET THE REQUIRED ORGANIC CONTENT, Y w a Y w w Y Y Y w W Y r v w w •Y -Y .r w Y w Y a! •V 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ON-SITE OR IMPORTED TOPSOIL BY A LOCAL TESTING AGENCY FOR 501E STRUCTURE (SOIL PARTICLE 512E ANALYSIS), ROUTINE w w w y V Y •+ y � w � Y Y Y y Y w Y V w .Y Y Y Y Y w SOIL ANALYSIS, FERTILITY, ORGANIC CONTENT, AND SOLUBLE SALTS. TOPSOIL SHALL BE Y Y y w Y w y w y„ y Y Y Y 4 AMENDED AS PER RECOMMENDATIONS OF THE TESTING AGENCY, y Y w Y w y y w w Y w Y v w 5. PRIOR TO SPREADING LOAM, THE SUBBASE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF Y Y + w y w Y 6". WHERE SUBBASE HAS BEEN COMPACTED, CONTRACTOR MAY BE REQUIRED TO INCREASE w w y w Y Y w v Y DEPTH AT NO ADDITIONAL COST TO OWNER. REMOVE STONES GREATER THAN 1/2" OR OTHER OBJECTIONABLE MATTER FROM THE SURFACE. f 6. SPREAD TOPSOILILOAM OVER AREA AND RAKE AND ROLL TO PROPER DEPTH TO ACHIEVE FIRM EVEN GROUND AND TO MAINTAIN LINES, GRADES AND ELEVATIONS. ANY TO LAYOUT NOTES Deciduous Trees DEPRESSIONS OR SETTLEMENT SHALL BE FILLED AND ROLLED WITH ADDITIONAL TOPSOIL 3" 10 15' SPREAD THE REQUIRED GRADE. Aa 5 Amelanchier arbores Common Serviceberry cal. 1. ALL LINES OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM 8 Betula populifolia Grey Birch 3" cal. 10-20' SPREAD 7. SEED AREA EVENLY WITH SPECIFIED SEED MIX USING MECHANICAL SEEDER. SOW AT A RATE WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED; WRITTEN B p PER THE SUPPLIER'S RECOMMENDATION FOR APPLICATION METHOD. APPLY SEED IN ONE DIMENSIONS SHALL PREVAIL. My 4 Magnolia virginiana Sweet Bay Magnolia 3" cal. 10-20' SPREAD DIRECTION AND THEN AT A RIGHT ANGLE DIRECTION TO FIRST SEEDING. CONTRACTOR3" Oa 1 oxydendrum arborum cal201 SPREAD Sourwood . SHALL INCLUDE A BULKING AGENT AND/OR COVER CROP PER THE SUPPLIER'S 2. THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES, RECOMMENDATION AT NO ADDITIONAL COST TO THE OWNER. AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY DISCREPANCIES Evergreen Trees TO BERKSHIRE DESIGN GROUP. ALL DISCREPANCIES SHALL BE RESOLVED 3" NON-NATIVE, 8' SPREAD 8. HYDRO -SEEDING IS ACCEPTABLE METHOD OF SEEDING FOR LAWNS AND GENERAL IN WRITING PRIOR TO BEGINNING WORK. is 3 Juniperus scopulorum'Moonglow' Moonglow Juniper cal. STABILIZATION, PROVIDED THE HYDRO -SEED AND FERTILIZER MIX IS AS SPECIFIED AND Jot 37 Juniperus virginlana 'Taylor' Taylor Juniper 3" cal. NDN -NATIVE, 3' SPREA APPLIED AT THE EQUIVALENT RATE SPECIFIED ABOVE. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF 9. PRE -WET THE SOIL BED PRIOR TO SEEDING AND WATER PROMPTLY AFTER SEEDING. KEEP NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF Deciduous Shrubbery ALL SEEDED AREAS MOIST THROUGHOUTTHE GERMINATION PERIOD. MULCH UNIFORMLY TRANSPORTATION. Cp 2 Comptonia peregrina Sweet Fern 5 gallon 6' WI] WITH STRAW IMMEDIATELY AFTER SEEDING. MULCH MAY BE OMITTED FROM HYDRO -SEED MP Myrica pennsylvanica Bayberry 5 gallon 6' w0 AREAS PROVIDED THE SEEDED AREA IS KEPT MOIST AND THE HYDRO -SEED 15 NOT ALLOWED 4. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO RECEIVE 6" 6 TO DRY OUT DURING THE GERMINATION PERIOD. (MIN.) TOPSOIL AND TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED Vc 5 Vaccinium corymbosum High Bush Blueberry 5 gallon 6' WD WITH PERENNIAL TURFGRASSES UNLESS OTHERWISE NOTED. Van 31 Vaccinium angustifolium Low Bush Blueberry 5 gallon 2' WD 10. CONTRACTOR IS RESPONSIBLE FOR WATERING SEEDED AREAS AND SETTING UP A Viburnum 5 *WD TEMPORARY WATERING SYSTEM. ROUTINE WATERING SHALL BE DONE UNTIL SEEDED AREAS 5. ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS AND Va 29 Viburnum acerifolium Mapleleaf gallon ARE ACCEPTED. SURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE. 11. PROTECT SEEDED AREAS WITH TEMPORARY BARRIERS CONSISTING OF FENCING, SNOW 6. THE CONTRACTOR SHALL NOT INSTALL CONCRETE, ASPHALT, RUBBER, FENCE, SIGNS OR OTHER APPROVED MEASURES. AND OTHER HARDSCAPE SURFACING DURING ADVERSE WEATHER Evergreen Shrubbery 12, WALKWAYS, DRIVES, BUILDING ENTRANCES SHALL BE KEPT CLEAR AND CLEAN OF SOIL AND CONDITIONS (RAIN, SLEET, ETC.). Ig 15 Ilex glabra'Shamrock' Shamrock inkberry 5 gallon 4' WD SEEDING DEBRIS. SWEEP AND DISPOSE OF ALL DIRT AND DEBRIS ON SUCH SURFACES UPON 7, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS ORMountain KI 3 Kalmia latifalia Laurel 5 gallon TWD COMPLETION OF SEEDING OPERATIONS. SPILLED CONCRETE, ASPHALT, AGGREGATE AND OTHER MATERIALS Kle Kalmia iatifolia'Elf Dwarf Mountain Laural 5 gallon 4` WD FROM THE SITE. 97 13. MAINTENANCE OF SEEDED AREAS SHALL CONTINUE UNTIL ACCEPTANCE BY BERKSHIRE Ps 5 Prunus laurocerasus'Schipkaensis 5 allvn NON-NATIVE, T WIDE Skip Laurel g DESIGN GROUP. MAINTENANCE SHALL CONSIST OF WATERING, WEEDING, CURING, RE -SEEDING, MOWING, AND REPAIR OF EROSION AS NECESSARY TO ESTABLISH A UNIFORM STAND OF GRASS. ANY AREA THAT FAILS TO SHOW A UNIFORM STAND OF GRASS SHALL BE SEEDED AND/OR REPAIRED UNTIL A UNIFORM STAND 1S ACHIEVED. 14. BERKSHIRE DESIGN GROUP WILL INSPECT SEEDED AREAS FOR ACCEPTANCE UPON NOTIFICATION FROM THE CONTRACTOR THAT AREAS ARE READY FOR REVIEW. THE WORK MAY BE ACCEPTED IN PARTS WHEN IT IS DEEMED IN THE BEST INTEREST OF THE OWNER. REFER TO CIVIL DRAWINGS FOR OVERALL SITE PLANS AND DETAILS FA - ATTACHED TO BUILDING FACADE, TYP.; REFER TO PHOTOMETRIC PLAN ARID STRUCTURAL DRAWINGS TABLE, TYP. DEDUCT ALTERNATE TINTED WITH COLOR AD MIX, TYP. TINTED WITH COLOR AD MIX, TYP. SHRUBS, TYP. 6" DRIP STRIP. TYP.: 1/2" WASHED RIVERSTONE NATIVE EVERGREEN AND DECIDUOU: SHRUB MIX IN PLANTING BEDS, TYP.; REFER TO PLANTING SCHEDULE 2' HIGH PLANTED MOUND. RIDGE LIP IN CENTER; PROVIDE JUTE MATTING 4' WIDE EXPOSED AGGREGATE CONCRETE PATH, TYP. EA a . � o 4 E� 8 Ig 112 Van 3 KI 44 Kle 6 Mp 5 P5 17 Va 19 Van Lawn Mix Dark and Durable Mix -from Valley Green Part Shade Mix - 2886 SF % QTY LATIN COMMON SIZE SPACE NOTES 25% 833 1 Alium tricoccum Wild Leek PLUGS 12" O.C. 6"-12" HT, Jun -July 10% 148 Eurybia divaricatus Whitewood Aster PLUGS 18" O.C. 24, Aug -Sept 50% 1667 Gautheria procumbens Wintergreen PLUGS 12" O.C. 6", EVERGREEN ground 10% 83 Helianthus divaricatus Woodland Sunflower PLUGS 24" O.C. 4'-6', July -Sept, Yellow 15% 199$ Houstania caerula Little Bluet PLUGS 6" O.C. 8", April-August,Yellow 509E 741 Mitcheila repens Partridgeberry PLUGS 18" D.C. 1-2", EVERGREEN grour 30% 5995 Maianthemum canadense Canada Mayflower PLUGS 6" O.C. 8", May -June 10% 83 Maianthemum racemosum Feathery False Solomon's Seal PLUGS 1 24" O.C. 12"-36" HT, May -lune 10% 1 148 Tiarella cordifolia Foamflower PLUGS 18" D.C. 8", May -June SCALE 1"=10'-0" (if printed full size @ 24" x 36") 0' 5' 1D' 20' 30' r+, dR D architecture for enjoying Brattleboro VT 05301 802 451 5966 ■ Greenfield MA 01301 413 624 9569 Prospect Place 737 Bridge Rd PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 STONEFIEL engineering & deslgn Rutherford, NJ • New York, NY • Boston, MA Princeton, NJ • Tampa, FL •Detroit, MI www.stonefteldeng.com 120 Washington Street. Suite 201, Salem, MA 01970 Phone 617.203.2076 CIH rUS Ire Lo �P f� •, U" ~M : N ,�i��C�Q •. O. 1612 . ••����� NtJSCIApE�P��o� REVISION: 03/27/2024 BUILDING PERMIT SET REVISION: 02/24/2024 FINAL PRICING SET REVISION: 05/16/2023 SUBMISSION #5 70% SET REVISION: 01/09/2023 SUBMISSION #4 PB COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/12/22 SUBMISSION #2 PLANNING Drawn By: JAS Checked By: RL SCALE: 1"=10' PROJECT ID: TITLE: COURTYARD ENLARGEMENT DRAWING: �1 LAWN PLANTING SCALE: 1/2" = V-0" LAWN PLANTING SOIL SCARIFY SUBGRADE SUBGRADE PLAN TOP E SUBDRAINAGE WHEN SHOWN ON PLAN TDP EDGE OF ROOTBALL RADIUS OF 1` ROOTBALL i' SECTION 03 TREE I N LAWN SCALE: 1�2 = 1 -0 PROTECT BRANCHES FROM DAMAGE PLANT TRUNK PLUMB REMOVE TREE TAG AT SUBSTANTIAL COMPLETION WOODEN TREE STAKES ROOT FLARE EVEN WITH FINISH GRADE +1"-0" REMOVE WIRE BASKET & BURLAP COMPLETELY 4" MULCH AROUND TREE - HOLD MULCH AWAY FROM TREE FLARE COMPACTED SUBGRADE PEDESTAL TEMPORARY SOIL SAUCER FOR WATERING -REMOVE PRIOR TO SURFACE FINISHING 20iLigi►ll:MI@-kl SCARIFY SUBGRADE SUBDRAINAGE WHEN SHOWN ON PLAN 'RESERVATION AREA 8.5" X 11" SIGN LAMINATED IN PLASTIC SPACED EVERY 50' ALONG FENCE SECTION VIEW CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT. KEEP OUT TREE PROTECTION AREA TYPICAL TREE PROTECTION SCALE: NOT TO SCALE PROTECT BRANCHES FROM DAMAGE PLANT TRUNK PLUMB REMOVE TREE TAG AT SUBSTANTIAL COMPLETION TEMPORARY TREE STAKES AND WRAPING COURSE SAND ABOVE ROOTBALL ON UPHILL SIDE 4" MULCH AROUND TREE HOLD MULCH AWAY FROM TREE FLARE TRIM EDGE OF ROOTBALL r �— ._ TRENCH IN AT SUBSTANTIAL COMPLETION SUBGRADE g REMOVE WIRE BASKET & BURLAP COMPLETELY C� LU COMPACTED SUBGRADE PEDESTAL TEMPORARY SOIL SAUCER FOR WATERING -REMOVE PRIOR TO SURFACE FINISHING AMENDED SUBGRADE FALL 5% MIN. AWAY FROM ROOT BALL TYPICAL INDIVIDUAL TREE IN SLOPE DETAIL- SECTION SCALE: 1/2" = V-0" t r� NOTE: 1. SEE SPECS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. 2. IF THERE IS NO EXISTING IRRIGATION, SEE SPECS FOR WATERING REQUIREMENTS. 3. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5. SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA. 6. PROTECT ROOT SYSTEM FROM DAMAGE, COMPACTION, CONTAMINATION, FILL, AND EXCAVATION. 7. TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVE FENCE ONLY WITH APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED. CHAIN LINK OR WIRE MESH 2" X 6' STEEL POSTS OR APPROVED EQUAL INSTALLED MAX. 8' O.C. " THICK WITH TREE PROTECTION FENCE UNLESS OTHERWISE INDLIZA,UD ON PLANS NOTES: 1. CONTRACTOR TO ENGAGE PROJECT ARBORIST PRIOR TO SITE MOBILIZATION. PROJECT ARBORIST TO REVIEW EXISTING TREES AND VEGETATION AND ADVISE AS TO AIR SPADING OF ROOTS, 3/4 SH UB SPACI G 1f2 SPACING UNLESS OTHERWISE S it g % NOTED ON I I I PLANTING SCHEDULE 1 1/2 SPACING UNLESS OTHERWISE TRIANGULAR L NOTED ON SPACING 3/4 PLANTING SCHEDULE ECf LAYOUT PLAN SHRUB . EQ SPACING (GRID SPACIN LAYOUT PLAN SHRUB PLANTING PULL MULCH 6" FROM STEM FOOT -COMPACTED TOPSOIL PEDESTAL 2" ORGANIC MULCH PLANTING SOIL ' qm'x r%I 1� SCARIFY SUBGRADE SECTION SHRUB AND GROUNDCOVER PLANTING SCALE: 1/2" = V-0" 15[F=S�UH architecture for enjoying lite ■ Brattleboro VT 05301 802 451 5966 ■ Greenfield MA 01301 413 624 9669 Prospect Place 737 Bridge Rd PARCEL 18C-048-041 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413)58Z -700D 4 Allen Place, Northampton, Massachusetts 01060 STIONEFIEL engineering & design Rutherford, NJ • New York, NY • Boston, MA Princeton, NJ • Tampa, FL - Detroit, MI www.stonefieldeng.com 120 Washington Street, Suite 201, Salem, MA 0 19 70 Phone b 17.203.2476 ,, A C f -� U S,FT �i�r� L !gyp 16AI . •' ¢'�`� fj�,Ii ��NbS CIApE P,���� REVISION: 03/27/2024 BUILDING PERMIT SET REVISION: 02/24/2024 FINAL PRICING SET REVISION: 06/16/2023 SUBMISSION #5 70% SET REVISION: 01/02023 SUBMISSION #4 PB COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/ 12122 SUBMISSION 02 PLANNING Drawn By: JAS Checked By: RL SCALE: AS NOTED PROJECT ID: - TITLE: PLANTING DETAILS DRAWING: L 501 POURED -IN-PLACE RUBBER SURFACING, THICKNESS AS SPECIAED BY MANUFACTURER FOR PLAYGROUND AREA POURED -IN-PLACE SHOCK PAD, THICKNESS AS SPECIFIED BY MANUFACTURER FOR PLAYGROUND AREA rii i��-vi�•i=i i•i=i=�=i•rr� i�♦•♦=r ♦s♦♦♦♦♦+♦�+��♦♦♦♦♦♦♦♦♦ ►♦i+Aw i+i*i♦i♦♦♦i♦i+i'♦O+♦♦i+i+♦+iQ+iQ*♦♦♦+i+0i+*++� ♦+i+i+Q*+ w.r.r-r-r-r-r.a,w.r-r.r-r-r-r.r.w-r-r.r-r-ra.a.w.a-a- a-w.r.r.a-• N OTES: 1. DEPTH WILL BE AS DETERMINED BY MANUFACTURER BASED ON PLAY EQUIPMENT FALL HEIGHT, 2. SURFACE COLORS TO BE AS PER PLAYGROUND LAYOUT PLAN. POURED -IN-PLACE RUBBER SAFETY SURFACE SCALE: 1/2" = V-0" // ill// 111// 11 // FRONT ELEVATION NOTE: PROVIDE CONTROL AND EXPANSION JOINTS IN THE CONCRETE SLAB SECTION , UNIT PAVERS SCALE: NTS 133" [11'-1"] SR1 I RACK wf HDPE PROTECTIVE WRAP I � 3 L 19TH" [ 16' �l f ty ROOF DOOR OPENING SIZED 48 Mlly TO ACCDMI:6DDATE I ; „ c! , I n FUTURE 42• I 5,. 1„ 1 I , , I F , I , I : 45- 190- [15'-102±"] I ! , I ! I COMMERCIAL aC1dR 18 2 1 1 I I I AN❑ FRAME _ LE ii I' ii 1, III I I� Il I !I I r �j 11 I Z_ ............ -.-..••--•--.•.- ................. .-----..-_...................... .......... - 2$2„ [23,�2"] _ 22" TY P. 286" [23'-10"] ROOF PLAN VIEW 36" RACK SPACING CONCRETE UNIT PAVER; LANDSCAPE ARCHITECT TO SELECT FROM FULL RANGE OF COLORS TEXTURES AND PATTERNS POLYMERIC SAND JOINTS 0.75" to 1" BITUMINOUS SETTING BED CAST IN PLACE CONCRETE SLAB SEE DETAILS- PROVIDE WEEP HOLES EVERY 10' ON CENTER, SEE CIVIL DETAILS COMPACTED AGGREGATE SUBBASE, SEE CIVIL DETAILS COMPACTED SUBGRADE GALVINLZED STEEL L -SHAPED ANGLE EDGE RESTRAINT ANCHORED TO SLAB 18" DECORATIVE STONE DRIP STRIP SCALE: NTS 4! 12 PRCH O 41„OPE SIDE ELEVATION EAR NG PLAN VIEW 30" RACK SPACING NOTES: -FINISH IS TO BE DETERMINED tPOWDERCOAT OR ANODIZED TYP). -ROOF IS STANDING SEAM HIP -WALL GLAZING IS -1" CLEAR TEMPERED GLASS -INVERTED "U" STYLE RACK SHOWN WITH 36" AND 30" SPACING -SEE QUOTE FOR OPTIONS -DESIGN IS PRELIMINARY, AND INTENDED TO COMPLY WITH SPECIFICATIONS IN ALL ASPECTS, AND PENDING CUSTOMER APPROVAL. ANY DEVIATION FROM SPECIFICATIONS IS UNINTENTIONAL AND MAY BE DISREGARDED: PLEASE CONSULT THE FACTORY. -ALL DIMENSIONS TO BE FIELD VERIFIED BIKE CAPACITY RACK SPACING # OF RACKS # OF BIKES 36" 14 28 30" 1 16 32 BIKE SHELTER SCHEMATIC SCALE: 1 1624STNL 1/2" WASHED RIVER STONE - BROWN AND TAN SU BM IT SA MP LE TO ARCHITECT FOR APPROVAL SHAPE SUBGRADE TO SLOPE AWAY FROM BUILDING 4" GALVANIZED STEEL L -SHAPED EDGE RESTRAINT NONWOVEN GEOTEXTILE FILTER FABRIC 12" MIN. OVERLAP UND15TURBED OR COMPACTED SUBGRADE BUILDING FOOTING/FOUNDATION W CEDAR FENCE WITH METAL MESH SCALE: NTS architecture for enjoying fife ■ Brattleboro VT 05301 802 451 5955 ■ Greenfield MA 01301 4'13 624 9559 Prospect Place 737 Bridge Rd PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS — Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413)582-7000 4 Allen Place, Northampton, Massachusetts 01060 STONEFIEL englneedng & design Rutherford, NJ • New York, NY . Boston, MA Princeton, NJ • Tampa, FL • Detroit, MI www.sTonefieldeng.com 120 Washington Street, Suite 241, Salem, MA 01970 Phone 617.203.2076 A C HVS�i�rffJ PcNe�- L 04�.. � T4 G •Ii�r��Q.;�� 7$17 •,.�.G���`' REVISION: 03,,27,,2024 BUILDING PERMIT SET REVISION: 02/24,2024 FINAL PRICING SET REVISION: 06/16/2023 SUBMISSION #5 70% SET REVISION: 01/ 9/2023 SUBMISSION #4 PEI COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/ 12/22 SUBMISSION #2 PLANNING Drawn By, JAS Checked By: RL 1 SCALE: AS NOTED I PROJECT ID: I TITLE: SITE DETAILS ME REVISIONS THIS DRAWK.3,15 PROPRIE-'ARY ANO =OR -HE SOLE USE OF OUR ZM" CUST&.41FR AND WY NOT ©E COPIED OR REPRODUCED MTHOUT CUSTOMER USTOMER SAMPLE 11- 00 n: I SDI DUO■G PRIOR M47EIN CONSENT EROk! DUO-rARD INDUSTRIES- INC. LEAD TIMEE NS UPON REC11PT OF RA ED SHOP DNGS _ .. ArPWVAILSIGkATul;F orT�. - rORGr -14ran 16'X 24' "SENTINEL" BICYCLE SHELTER. PLAN AND ELEVATION DETAILS REGISTERED ENGINEER Duo-� indUS A94.1nc• T41(734)207-9700 Fac173s12a7.7s� PRA FIG PFLJT Mnk I F]RF 7 k I[,- . i- RFV AFV7 SCAT F I,— F• • -- ISM www tlrxxlarcsoom x BDI GS X7.1.201 b 114 1 BIKE SHELTER SCHEMATIC SCALE: 1 1624STNL 1/2" WASHED RIVER STONE - BROWN AND TAN SU BM IT SA MP LE TO ARCHITECT FOR APPROVAL SHAPE SUBGRADE TO SLOPE AWAY FROM BUILDING 4" GALVANIZED STEEL L -SHAPED EDGE RESTRAINT NONWOVEN GEOTEXTILE FILTER FABRIC 12" MIN. OVERLAP UND15TURBED OR COMPACTED SUBGRADE BUILDING FOOTING/FOUNDATION W CEDAR FENCE WITH METAL MESH SCALE: NTS architecture for enjoying fife ■ Brattleboro VT 05301 802 451 5955 ■ Greenfield MA 01301 4'13 624 9559 Prospect Place 737 Bridge Rd PARCEL 18C-048-001 737 BRIDGE ROAD CITY OF NORTHAMPTON HAMPSHIRE COUNTY MASSACHUSETTS — Berkshire Design Group Landscape Architecture Civil Engineering Land Surveying (413)582-7000 4 Allen Place, Northampton, Massachusetts 01060 STONEFIEL englneedng & design Rutherford, NJ • New York, NY . Boston, MA Princeton, NJ • Tampa, FL • Detroit, MI www.sTonefieldeng.com 120 Washington Street, Suite 241, Salem, MA 01970 Phone 617.203.2076 A C HVS�i�rffJ PcNe�- L 04�.. � T4 G •Ii�r��Q.;�� 7$17 •,.�.G���`' REVISION: 03,,27,,2024 BUILDING PERMIT SET REVISION: 02/24,2024 FINAL PRICING SET REVISION: 06/16/2023 SUBMISSION #5 70% SET REVISION: 01/ 9/2023 SUBMISSION #4 PEI COMMENTS REVISION: 10/27/22 SUBMISSION #3 PLANNING REVISION: 10/ 12/22 SUBMISSION #2 PLANNING Drawn By, JAS Checked By: RL 1 SCALE: AS NOTED I PROJECT ID: I TITLE: SITE DETAILS ME