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Meridian Associates
500 Cummings Center,
Suite 5950
Beverly, MA 01915
978.299.0447
/'%*#0+%#.'.'%64+%#.2.7/$+0)
(+4'2416'%6+10'0)+0''45
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311 Great Road
Littleton, MA 01460
978.486.4301
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Date: October 15, 2018
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Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture
WWW.MERIDIANASSOC.COM500 CUMMINGS CENTER, SUITE 5950BEVERLY, MASSACHUSETTS 01915TELEPHONE: (978) 299-044769 MILK STREET, SUITE 302WESTBOROUGH, MASSACHUSETTS 01581TELEPHONE: (508) 871-7030Copyright by Meridian Associates, Inc. All rights reserved. M E R I D I A NA S S O C I A T E S
15.5'
2.3'
1.8'
2.0'R10.0'R10.0'R5.0'R5.0'R5.0'R2.0'R50.0'R5.0'R5.0'R2.0'R20.0'42.2'
22.9'116°'27.9'7.2'(5' MIN.)9.0'TYP.24.2'8.0'8.0'9.0'9.0'24.2'120°'6.0'6.0'5.3'6.0'6.0'TRANSITION CURBFROM FLUSH TO 6"REVEALTRANSITION CURBVGC - VA2VGC - VA4
VGC
-
VA
2
VGC - VA4VGC - VA4VGC -VA4VGC -VA4VGC - VA4VGC - V
A
4
VGC -
VA4
VGC - VA4ALIGNALIGNALIGN CURB WITH WINDOWS11.9'18.5'90°'150°'120°'2.0'58.6'2.0'37.0'2.6'6' HT. PRIVACY FENCEGENERATORDUMPSTERSINGLE GATEDOUBLE GATETRANSITION CURBTRANSITION CURBLIGHT POLESIGN UPLIGHTSSIGN UPLIGHTSSIGNSIGNVERTICAL GRANITECURB WITH 10" REVEALVERTICAL GRANITECURB 6" REVEALTRANSITION CURBFROM 6" REVEALTO 10" REVEALVGC 6" REVEALTRANSITION CURB FROM6" REVEAL TO 10" REVEALVERTICAL GRANITECURB WITH 10" REVEALFLAGPOLE UPLIGHTSEXISTING CONCRETEAND CURB TO REMAINEXISTING FLAGPOLE TO REMAINALIGN FACE OF CURBWITH BACK OF EXISTINGCATCH BASINBUILDING UPLIGHTSILT SACK (TYP)ACCESSIBLE SIGNMOUNTED ON BOLLARDLIGHT POLE ON 30" HIGHCONCRETE FOOTINGVGC - VA4VGC -VA4VGC - VA4VGC - VA4VGC - VA4 BULLNOSEVGC - VA4 VGC - VA4BULLNOSER2.0'60°'120°'35°'115°'60°'67516.3'LIGHT POLELIGHT POLEONE WAY - DONOT ENTER SIGNONE WAY - DONOT ENTER SIGNDOUBLE SIDED SIGN."ONE WAY - DO NOTENTER" AND "STOP"VGC -
VA
4
VGC - VA4VGC - VA4VGC -
VA4
VGC - VA4DOUBLE SIDED SIGN."ONE WAY - DO NOTENTER" AND "STOP"LIGHT POLELIGHT POLEEXISTING CURB ANDCONCRETE WALKTO BE REMOVEDEXISTING CONCRETE ANDCURB TO BE REMOVEDEXISTING CONCRETEPAD TO REMAINREMOVE EXISTINGCONCRETE CURB3.7'TRANSITION CURBTRANSITION CURBREMOVE EXISTING CONCRETE WALK.PROTECT EXISTING FENCE TO REMAIN.REMOVE EXISTING CONCRETE WALK.PROTECT EXISTING FENCE TO REMAIN.BOLLARD LIGHTS90°'SIGN UPLIGHTS2.5'5.5'
1.0'6.0'19.0' TYP.19.0'NO.Project No.BYDATE
REVISIONS
CHKD.DESCRIPTIONDate:Scale:6122Sheet No.Copyright Meridian Associates 2018Saved Path: P:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 SITE.DWG Plotted: 10/10/2018 1:10 PM
OCT. 15, 2018OFINSTITUTE FOR SAVINGS
6 PARADISE ROAD
SALEM, MA
Prepared For:
WOODMAN ASSOCIATES ARCHITECTS
76 STATE STREET, NEWBURYPORT, MA
69 MILK STREET, SUITE 302, WESTBOROUGH, MA 01581 | 508.871.7030
500 CUMMINGS CENTER, SUITE 5950 BEVERLY, MA 01915 | 978.299.0447
ASSOCIATES
MERIDIANSCALE: 1" = 10'30'20'10'10'05'LAYOUT & MATERIALS PLAN
1"=10'L-114LAYOUT AND MATERIALS NOTES:1.ALL WORK CONDUCTED WITHIN PUBLIC RIGHT-OF-WAYS SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE CITYOF CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AND MASS HIGHWAY.2.ALL ACCESSIBLE ROUTES, RAMPS AND PARKING SPACES TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA)ACCESSIBILITY GUIDELINES AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB).3.THE FOLLOWING LAYOUT CRITERIA SHALL CONTROL UNLESS OTHERWISE NOTED ON THE PLAN:·DIMENSIONS FROM BUILDING ARE FROM FACE OF BUILDING.·DIMENSIONS ARE TO FACE OF CURB AT GUTTER LINE.·DIMENSIONS ARE TO THE CENTER OF PAVEMENT MARKINGS.·ALL TIES TO PROPERTY LINES ARE PERPENDICULAR TO THE PROPERTY LINE UNLESS OTHERWISE NOTED.4.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAIL CONTIGUOUS TO THE BUILDING INCLUDINGENTRANCES, DOORWAY PADS, ETC.5.ALIGN WALKWAYS CENTERED ON BUILDING EXIT DOORS UNLESS OTHERWISE NOTED.6.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESSOTHERWISE INDICATED.7.CONTRACTOR SHALL REPORT SIGNIFICANT CONFLICTS TO THE OWNER OR HIS REPRESENTATIVE FOR RESOLUTION.8.THE CONTRACTOR SHALL FURNISH AND SET ALL LINES AND GRADES REQUIRED AND PROTECT ALL PERMANENT BENCHMARKS ORMONUMENTS. DAMAGED MONUMENTS SHALL BE REPLACED BY A LICENSED SURVEYOR AT NO COST TO THE OWNER.9.SAW-CUT EXISTING PAVEMENT WHERE NEW BITUMINOUS CONCRETE PAVEMENT IS TO COME IN CONTACT. PRIME COAT THE CUTEDGE PRIOR TO PLACEMENT.10.CONTRACTOR(s) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND ALLSITE CONDITIONS PRIOR TO TO CONSTRUCTION.11.SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE EXISTING CONDITIONS LIE UNDER OR ARE IMPINGED UPON BY PROPOSEDBUILDINGS AND/OR SITE ELEMENTS, THE EXISTING CONDITION WILL BE REMOVED, ABANDONED AND/OR CAPPED OR DEMOLISHEDAS REQUIRED.12.PAVEMENT MARKINGS SHALL CONFORM TO SECTION M7.01.05 OF THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OFPUBLIC WORKS "STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES".13.ALL BITUMINOUS CONCRETE PAVING SHALL COMPLY WITH THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARDSPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 EDITION AS AMENDED. THE CONTRACTOR SHALL SUBMIT A JOB MIX FORMULADEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH A CERTIFICATEOF COMPLIANCE SUPPLIED BY THE PAVING CONTRACTOR.14.BITUMINOUS CONCRETE PAVEMENT: CLASS I, TYPE I-1 CONFORMING TO THE STANDARD SPECIFICATIONS, SECTIONS 420 AND 460,AND M3.11.03 FOR BINDER COURSE AND TOP COURSE JOB MIX FORMULAS.15.ALL CONCRETE WORK SHALL COMPLY WITH ACI301, "SPECIFICATION FOR STRUCTURAL CONCRETE," AND ACI 316R, UNLESSMODIFIED BY THE CONTRACT DOCUMENTS. COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING,AND SUPPORTING REINFORCEMENT. COMPLY WITH ACI 306.1 FOR COLD WEATHER PROTECTION, AND FOLLOWRECOMMENDATIONS IN ACI 350R FOR HOT WEATHER PROTECTION DURING CURING. COMPLY WITH ACI 304 "GUIDE FORMEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE."16.BRICK PAVERS SHALL BE CITY HALL PAVERS, 2 ¼” THICK FROM STILES AND HART BRICK COMPANY, WWW.STILESANDHART.COM17.FENCE SHALL BE CHESTERFIELD (BUFFTECH) WITH CERTAGRAIN® TEXTURE FROM CERTAINTEED SAINT-GOBAIN - 6 FT. HEIGHT, COLORSHALL BE BRAZILIAN BLEND OR AN APPROVED EQUAL.LAYOUT & MATERIALS LEGENDPROPERTY LINEBUILDINGBITUMINOUS CONCRETECONCRETEVERTICAL GRANITE CURBVGCSITE LIGHTINGLANDSCAPE AREALASILT SACK
PROPOSED LEGENDSHRUBS, PERENNIALS, GROUNDCOVERS & VINESEVERGREEN, SHADE & ORNAMENTAL TREESPLANT SCHEDULETREESQTYSYMLATIN NAMECOMMON NAMESIZENOTES1ARAcer rubrumRed Maple4" Cal. | B&BN | Red | Fall Color | March-April3MPMalus 'Prairie Fire'Prairie Fire Crabapple2-1/2" Cal. | B&BPink/Red | Fragrant | Birds/Butterflies | April-MaySHRUBS6CSCornus sericea 'Farrow' Artic Fire'Artic Fire Redosier Dogwood24"-30" Ht. | #3 PotBR | DR | N | ST | 36" OC | White | Birds/Butterflies | Fall/Winter Interest | May-June4HMHydrangea macrophylla 'Endless Summer'Endless Summer Bigleaf Hydrangea30"-36" Ht. | #5 Pot36" OC | Pink/White |Showy | July-September31ICIlex crenata 'Sky Pencil'Sky Pencil Holly36"-48" Ht. | #5 PotDR | DT | ST | 18" OC | Dark Green| Birds/Butterflies |Winter Interest | May-June28IGIlex glabra 'Shamrock'Shamrock inkberry24"-30" Ht. | B&BBR | DR | N | ST | 36" OC | Greenish-White | Birds | Winter Interest | May-JuneGROUNDCOVER220EPEchinacea purpureaPurple Coneflower#1 PotDR | DT | N | ST | 12" OC | Purple | Birds/Butterflies | June-August402HRHemerocallis 'Happy Returns'Happy Returns Daylily#1 PotDR | DT | ST | 12" OC | Yellow | Butterflies | Fragrant | June-October49LALavandula angustifolia 'Hidcote'English Lavender#1 PotDR | DT | ST | 12" OC | Purple | Butterfliles | Fragrant | June-AugustORNAMENTAL GRASSES87SSSchizachyrium scopariumLittle Bluestem#2 PotBR | DR | DT | N | ST | 12" OC | Bronze| Winter Interest | August-FebruaryABBREVIATIONS:B&B: BALL AND BURLAPCAL: CALIPERDR: DEER RESISTANTDT: DROUGHT TOLERANTN: NATIVEOC: ON CENTERST: SALT TOLERANT16-SS7-IG5-IC30-EP45-HR30-EP30-HR30-EP30-HR20-EP20-HR25-EP30-HR25-EP30-HR35-EP30-HR25-HR25-EP5-IC5-IC5-IC5-IC1-ARLAWNLAWNLAWN13-LA38-HR1-MP3-CS6-JH4-HM13-SS21-HR6-IG24-HR4-IC9-LA8-SS9-LA3-CS3-IG8-SS19-HR5-SS3-IG11-SS16-SS18-LA53-HR10-SS3-IG6-IG7-HR2-ICLAWN1-MP1-MPNO.Project No.BYDATE
REVISIONS
CHKD.DESCRIPTIONDate:Scale:6122Sheet No.Copyright Meridian Associates 2018Saved Path: P:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 SITE.DWG Plotted: 10/10/2018 1:11 PM
OCT. 15, 2018OFINSTITUTE FOR SAVINGS
6 PARADISE ROAD
SALEM, MA
Prepared For:
WOODMAN ASSOCIATES ARCHITECTS
76 STATE STREET, NEWBURYPORT, MA
69 MILK STREET, SUITE 302, WESTBOROUGH, MA 01581 | 508.871.7030
500 CUMMINGS CENTER, SUITE 5950 BEVERLY, MA 01915 | 978.299.0447
ASSOCIATES
MERIDIANSCALE: 1" = 10'30'20'10'10'05'LANDSCAPE PLAN
1"=10'L-224LANDSCAPE NOTES:1.SEE SHEET L-4 FOR LANDSCAPE NOTES.
GUTTER LINE6" REVEAL6'-0"STANDARD LENGTHMHD TYPE VA4VARIES11"6"
5
"6'-0"5
"GRANITE TRANSITION CURB (6" & 10" REVEAL) DETAILNOT TO SCALE6'-0"STANDARD LENGTHMHD TYPE VA2TOP OF GRANITEMHD TYPE VA4 CURBCUT END TO FIT SQUARELYAGAINST ADJOINING CURBBURIED END SECTION OFGRANITE CURB MHD TYPE VA4GUTTER LINE & EDGEOF ROADWAYCUT END TO FIT SQUARELYAGAINST ADJOINING CURBTOP OF GRANITEMHD TYPE VA2 CURB10" REVEALCUT END TO FITSQUARELY AGAINSTADJOINING CURBVARIES10.5"10"
5
"6'-0"5
"CUT END TO FITSQUARELY AGAINSTADJOINING CURBMHD TYPE VA4 CURBMHD TYPE VA2 CURBGUTTER LINEVERTICAL GRANITE CURB(NOT TO SCALE)NOTES:2.1."SILT SACK" ORAPPROVED EQUALCATCH BASINCATCH BASIN FRAME AND GRATE FILTER BAGNOT TO SCALEBOOT ADAPTER MAY BE TRIMMEDTO SIZE.TO BE INSTALLED IN ALL CATCH BASINSUNTIL COMPLETION OF CONSTRUCTION.PAVEMENT MARKING8' MAXIMUMACCESSIBLEVAN 27"26"18"6"6"5"5"8"2"SPECIAL PLATEREQUIREDUNAUTHORIZEDVEHICLESMAY BE REMOVEDAT THEOWNER'S EXPENSEACCESSIBLEPARKING5' MINIMUM6"x12"ALUMINUMSIGNWHEREAPPLICABLE12"x18"ALUMINUM SIGN, BLUE BACKGROUND WITH WHITELETTERINGACCESSIBLE SIGN AND PAVEMENT MARKINGNOT TO SCALENOTE:ALL ACCESSIBLE PARKING AND SIGNAGE SHALL BE IN CONFORMANCEWITH THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESSBOARD. SIGN(S) SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BYA VEHICLE PARKED IN THE SPACE.90°90°8'*8'18'TYPICALTYPICALSTALLSTALL5' TYPICAL8' AT HANDICAPVAN SPACE4" WIDE WHITEPAINTED STRIPESPAINTED STRIPES4" WIDE WHITENOTE:FOR LOCATION OF ALLPAVEMENT STRIPINGSEE SITE PLANDOUBLE STALLHANDICAP STALLSTALLTYPICAL9'9'TYPICALSTALL90°18'PARKING STALL PAVEMENT STRIPINGNOT TO SCALEEXISTING SUBGRADE TO REMAINEXISTING BITUMINOUS CONCRETE SURFACECOURSE TO REMAINEXISTING BASE COURSE TO REMAINBITUMINOUS CONCRETE PAVEMENT PATCH EDGING(NOT TO SCALE)EXISTING BITUMINOUS CONCRETEBINDER COURSE TO REMAINFULL DEPTHPAVEMENT TO BEREMOVED ANDREPLACED12" OVERLAP / OFFSET OF SURFACE COURSE TOBE REMOVED AND REPLACED TO EXISTINGBINDER COURSE TO REMAINSAWCUT LINE AS SHOWN ON PLANAS NOTED ON PLANPREPARED SUBGRADE1" BITUMINOUS CONCRETE SURFACE COURSE12" COMPACTED SAND-GRAVEL BASEBITUMINOUS CONCRETE PAVEMENT SECTION(NOT TO SCALE)2" BITUMINOUS CONCRETE BINDER COURSENOTE:1.ACCESSIBLE PARKING SPACES SHALL BE DESIGNATEDAS RESERVED BY A SIGN SHOWING THEINTERNATIONAL SYMBOL OF ACCESSIBILITY.2.SIGN PANEL SHALL BE FABRICATED FROM ALUMINUMSHEETING ASTM 3209, ALLOY 6061-T6, 0.080" THICK.SIGN SHALL HAVE TYPE D PERMANENTLY APPLIEDLEGEND WITH 'E' SILK SCREEN PROCESSED LEGENDSUPERIMPOSED THEREON.1'-9"3'-6"12"BOLLARD (SEE DETAIL)NOT TO SCALEBOLLARD MOUNTED SIGN6'-8"1/4"Ø BOLT, NUT & WASHER1 1/2" SQUARE, BLACK POWDER COATED, STEEL POSTFINISH GRADE18"STANDARD ALUMINUM 1/8" STEEL SIGN(MARKINGS AS REQUIRED) PAINTED3' MIN.LIGHT POLE AS SPECIFIED4,000 PSI @ 28 DAYSCONCRETE FOOTINGNOTE:1.EXTEND POLE BASE TO A MINIMUM DEPTH OF 3' BELOW FINISH GRADE.2.COORDINATE BOLT PATTERNS FOR MOUNTING OF IDENTIFIED POLE.3.REFER TO ELECTRICAL ENGINEERING DETAILS FOR CONDUIT.6" MIN. REVEAL INLANDSCAPE AREAS, 30" MIN.REVEAL IN PARKING AREAS.1" CHAMFER TYP.TYPICAL LIGHT POLE BASENOT TO SCALEP:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 DETMOUNTING ASSEMBLY PERMANUFACTURER SPECIFICATIONS.MOUNTING ASSEMBLY PERMANUFACTURER SPECIFICATIONS.1/4" WASH6"3'-6"6"6 1/2"6"6"3'-0"CONCRETE FOOTING6" PROCESSED GRAVEL6" CONCRETE FILLED SCH. 40CONCRETE SLABSTEEL & CONCRETE BOLLARDNOT TO SCALEP:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 DETBOLLARDS TO BE PAINTEDBLACK TO FINISHED GRADEFINISHED GRADEMATERIAL AS SPECIFIEDGRANITE CURBMHD TYPE VA4 WITH 6" REVEALMHD TYPE VA2 WITH 10" REVEAL8"BITUMINOUS CONCRETE PAVEMENTSAW CUT 8" FROM CURB LINE, REMOVE BASE, BINDERAND GRAVEL. REPLACE WITH CEMENT CONCRETEMEETING THE REQUIREMENTS OF SECTION M4 OF THEMADOT STANDARD SPECIFICATIONSCEMENT CONCRETE SET FLUSH WITHBASE COURSE OF ASPHALTCOMPACTED AGGREGATE BASECOMPACTED SUBGRADE6"6"6"18"6"18" DIA.1" THICK MORTAR SETTING BEDPREPARED SUBGRADE4" DEEP AGGREGATE BASEBRICK WALKWAY W/ FLUSH GRANITE EDGE(NOT TO SCALE)4" THICK CONCRETE STRUCTURALSLAB WITH WOVEN WIRE FABRICBRICK PAVERS W/ MORTAREDJOINTSNO.Project No.BYDATE
REVISIONS
CHKD.DESCRIPTIONDate:Scale:6122Sheet No.Copyright Meridian Associates 2018Saved Path: P:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 DET.DWG Plotted: 10/10/2018 1:12 PM
OCT. 15, 2018OFINSTITUTE FOR SAVINGS
6 PARADISE ROAD
SALEM, MA
Prepared For:
WOODMAN ASSOCIATES ARCHITECTS
76 STATE STREET, NEWBURYPORT, MA
69 MILK STREET, SUITE 302, WESTBOROUGH, MA 01581 | 508.871.7030
500 CUMMINGS CENTER, SUITE 5950 BEVERLY, MA 01915 | 978.299.0447
ASSOCIATES
MERIDIAN
CONSTRUCTION DETAILS
AS SHOWNL-334
NOTES:DETAIL PROVIDED FOR COORDINATION.REFER TO MANUFACTURER'S SPECIFICATIONS.VINYL PRIVACY FENCE(NOT TO SCALE)5" SQ POST4"4"POST CAP7/8" U-CHANNEL1 1/2" x 5 1/2" RAIL4'-0"
6'-0"
2"7'-7" FACE TO FACE8'-0" CENTER TO CENTERBOTTOM RAIL INCLUDESREINFORCING METAL INSERT2"
NOM.7/8" x 6" TONGUE &GROOVE PICKETINCORPORATE 2" OF PEAT INTO 6"PLANTING MIXTURE AS SPECIFIED1" FINELY SHREDDEDCOMPOSTED BARKFINISH GRADE, SEE PLANFOR MATERIALTOPSOILPLANTING MIXNOTESEE LANDSCAPE NOTES AND/ORSPECIFICATIONS FOR ADDITIONALPLANTING REQUIREMENTS.GROUNDCOVER / PERENNIAL PLANTING(NOT TO SCALE)NOTES:BACKFILL PLANTING HOLE WITH EXISTING SOIL AMENDED AS NECESSARY.BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR POCKETS, COMPLETE BACKFILLINGAND REPEAT WATERING.IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT ROOTS VERTICALLY IN SEVERALPLACES PRIOR TO PLANTING.SHRUB PLANTING(NOT TO SCALE)4" LAYER OF MULCH. KEEP MULCH 2" BACKFROM TRUNK. TRUNK FLARE TO REMAIN 2"ABOVE FINISH GRADE.EXCAVATE PLANTING HOLE TO A WIDTH THREETIMES THE DIAMETER OF THE ROOTBALL AND ADEPTH EQUAL TO THE HEIGHT.CUT AND REMOVE AS MUCH BURLAP AS POSSIBLE,IF NON BIODEGRADABLE REMOVE ENTIRELY. WIREBASKETS TO BE REMOVED ENTIRELY.NOTES:BACKFILL PLANTING HOLE WITH EXISTING SOIL AMENDED AS NECESSARY.BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR POCKETS, COMPLETE BACKFILLINGAND REPEAT WATERING.IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT ROOTS VERTICALLY IN SEVERALPLACES PRIOR TO PLANTING.ONLY STAKE TREES SITUATED ON WINDY SITES OR EXPOSED TO SUBSTANTIAL PEDESTRIANTRAFFIC.TREE PLANTINGNOT TO SCALEPRUNE ONLY INJURED OR BROKEN BRANCHES. RETAINNATURAL FORM OF TREE. DO NOT TRIM LEADER, WHENADJACENT TO A SIDEWALK PRUNE BRANCHES TO SIX FEET.4" LAYER OF MULCH. KEEP MULCH 2" BACK FROM TRUNK.TRUNK FLARE TO REMAIN 2" ABOVE FINISH GRADE.EXCAVATE PLANTING HOLE TO A WIDTH THREE TIMES THEDIAMETER OF THE ROOTBALL AND A DEPTH EQUAL TO THEHEIGHT.CUT AND REMOVE AS MUCH BURLAP AS POSSIBLE, IF NONBIODEGRADABLE REMOVE ENTIRELY. WIRE BASKETS TO BEREMOVED ENTIRELY.12"2.0'
4'-0"
2-1/2"FENCE POSTFINISH GRADE - MATERIAL VARIES. SEE PLANS.UNDISTURBED ORCOMPACTED SUBGRADE3,000 PSI CONCRETEFOOTING2" MIN.
6" MAX.BOTTOM OF FENCE FABRICNOTE:1.REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONSFOR FENCE MATERIAL.2.INSTALL GATES AS SHOWN ON PLANS AND AS SPECIFIED.3.INSTALL CONCRETE FOOTING 2/1/2" BELOW FINISHGRADE.4.REFER TO SPECIFICATION FOR SIZE OF CORNER,TERMINAL AND GATE POSTS.5.INCREASE FENCE HEIGHT AS NECESSARY FOR DUMPSTERENCLOSURE TO ENSURE DUMPSTER IS FULLYCONCEALED.FENCE POST FOOTING(NOT TO SCALE)SEE FENCE POSTFOOTING DETAIL CEMENT CONCRETE SLAB,BRISTLE BROOM FINISHCOMPACTED SUBGRADE2"NOTE:-REFER TO STRUCTURAL PLANS FOR DUMPSTER PAD DETAILS.-CONTROL JOINTS EVERY 5'.-EXPANSION JOINTS EVERY 20'.FINISHED GRADEAS NOTED ON PLANCEMENT CONCRETE DUMPSTER PAD(NOT TO SCALE)CROSS SLOPE AT2% MAX6"X6" W1.4 X W1.4WELDED WIRE FABRIC COMPACTEDAGGREGATE BASE4"8"COMPACTED SUBGRADECOMPACTEDAGGREGATE BASE6"x6" W1.4 x W1.4WELDED WIRE MESHNOTE:COORDINATE ALL PAD OPENINGS WITH EQUIPMENT MANUFACTUREREND MESH 3" FROM WALKWAY EDGEFINISHED GRADEAS NOTED ON PLANCONCRETE MECHANICAL PAD(NOT TO SCALE)3"CEMENT CONCRETE SLAB, BRISTLE BRUSH FINISH8"LANDSCAPE NOTES:1.ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARDFOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.2.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE.3.ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL SHALL BE MADE WITH MATERIAL EQUIVALENT TO THEDESIRED MATERIAL IN OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE.PROPOSED SUBSTITUTIONS WILL ONLY BE CONSIDERED IF SUBMITTED WITH ENUMERATED REASONS WHYSUBSTITUTIONS ARE PROPOSED.4.VERIFY LOCATIONS OF ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THEOWNER OR OWNER'S REPRESENTATIVE.5.PROVIDE TREES, SHRUBS, AND GROUNDCOVERS AS SHOWN AND SPECIFIED. THE WORK INCLUDES: SOILPREPARATION, INSTALLATION OF TREES, SHRUBS AND GROUNDCOVERS, PLANTING MIXES, MULCH AND PLANTINGACCESSORIES, WARRANTY, WATERING AND MAINTENANCE DURING CONSTRUCTION AND WARRANTY PERIODS.6.PRIOR TO PLANTING, PLANTS MAY BE INSPECTED BY OWNER OR OWNER'S REPRESENTATIVE. THEY SHALL RESERVETHE RIGHT TO REFUSE ACCEPTANCE OF PLANTS UPON DELIVERY BASED ON PLANT VIGOR/CONDITION,UNAUTHORIZED SUBSTITUTIONS, AND/OR NONCONFORMANCE WITH THE PLANTING PLANS AND SPECIFICATIONS.SUCH APPROVAL SHALL NOT AFFECT THE RIGHT OF INSPECTION AND REJECTION DURING THE PROGRESS OF THEPROJECT.7.PLANT QUANTITIES NOTED IN THE PLANT SCHEDULE ARE APPROXIMATE AND ARE PROVIDED FOR THECONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING ANDINSTALLATION OF ALL PLANT MATERIALS NOTED ON THE PLANTING PLAN.8.BALLED AND BURLAPPED PLANTS MAY BE PLANTED IN THE SPRING FROM APRIL 1ST UNTIL JUNE 15TH AND IN THEFALL FROM AUGUST 15TH TO NOVEMBER 1ST.9.ALL PLANTING BEDS TO BE FILLED WITH AT LEAST 24" DEEP PLANTING SOIL AND CROWNED ABOVE ADJACENTLAWN OR IMPROVED AREAS. ALL PLANTING BEDS TO BE MULCHED WITH AGED HARDWOOD BARK MULCH TO ADEPTH OF THREE (3) INCHES.10.PROVIDE FIVE (5) FOOT DIAMETER MULCH CIRCLE AROUND ALL INDIVIDUAL TREE PLANTINGS AND CONTINUOUSMULCH BED AROUND SHRUB PLANTINGS. DO NOT EXTEND MULCH LAYER ABOVE SOIL LEVEL AT TRUNKS/STEMS OFINSTALLED PLANT MATERIAL.11.ALL SHADE TREES ALONG SIDEWALKS SHALL HAVE A MINIMUM SIX (6) FOOT BRANCHING HEIGHT.12.PLANT MATERIALS DEPICTED IN ROWS SHALL CONTAIN MATCHING PLANT SPECIMENS SPACED EQUALLY ALONGINDICATED AREA.13.PLANT MATERIALS SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS THEY BORE TO GRADE IN THE NURSERY.14.ALL PLANT MATERIALS AND LAWN AREAS TO BE MAINTAINED BY LANDSCAPE CONTRACTOR UNTIL FINAL WRITTENACCEPTANCE PROVIDED TO CONTRACTOR BY OWNER OR OWNER'S REPRESENTATIVE.15.REPLACE, IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ALL PLANTS THAT ARE DEAD OR, ASDETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITIONAND HAVE LOST THEIR NATURAL SHAPE DUE TO DEAD BRANCHES OR OTHER CAUSES DUE TO THE CONTRACTOR'SNEGLIGENCE. THE COST OF SUCH REPLACEMENT(S) IS AT THE CONTRACTOR'S EXPENSE.16.ALL PLANT MATERIALS TO REMAIN ALIVE AND BE IN HEALTHY, VIGOROUS CONDITION AND SHALL BE GUARANTEEDFOR ONE YEAR FOLLOWING DATE OF FINAL WRITTEN ACCEPTANCE FROM THE OWNER OR OWNER'SREPRESENTATIVE.17.THE LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL ANDPRODUCTIVE TOPSOIL OF GOOD CLAY-LOAM TYPE. IT SHALL BE FREE OF WEED SEEDS. TOPSOIL SHALL BE WITHOUTADMIXTURE OF SUBSOIL AND SHALL BE REASONABLY FREE OF STONES, LUMPS, ROOTS, STICKS AND OTHER FOREIGNMATTER. TOPSOIL SHALL NOT BE WORKED OR APPLIED IN A MUDDY OR WET CONDITION.18.REUSE EXISTING TOPSOIL ENCOUNTERED ON-SITE AND AMEND TO PARAMETERS LISTED BELOW. IF ADDITIONALTOPSOIL IS NEEDED PROVIDE FERTILE, FRIABLE, NATURAL TOPSOIL OF LOAMY CHARACTER (FOR PLANTING MIX),WITHOUT ADMIXTURE OF SUBSOIL MATERIAL, OBTAINED FROM A WELL-DRAINED SITE, REASONABLY FREE OF CLAY,LUMPS, COARSE SANDS, STONES, PLANTS, ROOTS, STICKS AND OTHER FOREIGN MATERIALS, WITH ACIDITY RANGEOF BETWEEN PH 6.0 AND 6.8. TOPSOIL SHALL NOT BE DELIVERED OR WORKED IN A MUDDY OR FROZEN CONDITION.19.PLANTING MIX SHALL BE THE SPECIFIED MATERIALS IN THE FOLLOWING PROPORTIONS: 3 PARTS TOPSOIL, 1 PARTPEAT MOSS, 1 PART SAND, WITH 5 POUNDS OF SUPERPHOSPHATE/ CUBIC YARD OF MIXTURE (ONLY IF PLANTS AREINSTALLED IN SPRING). AMEND AS NECESSARY. ALL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTOMIXTURE TO ASSURE UNIFORM DISTRIBUTION.20.PLANTING MIX SHALL BE SPREAD TO A MINIMUM DEPTH OF SIX (6) INCHES AFTER SETTLING ON ALL DISTURBEDAREAS, TURFGRASS LAWN AREAS AND PLANTING BED SUBGRADE AREAS UPON COMPLETION OF FINAL GRADING.SEEDING OPERATION OR SPREADING OF TURFGRASS SOD TO BE COMPLETED IMMEDIATELY FOLLOWING THEAPPLICATION OF THE PLANTING MIX OVER THE SUBGRADE. SCARIFY SUBGRADE TO A DEPTH OF 2" BEFORE PLACINGTOPSOIL.21.LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED ON PLAN. LOAM WITH TOPSOIL SPREAD TOA MINIMUM DEPTH OF (6) SIX INCHES.22.SEED OR PROVIDE SOD FOR ALL TURFGRASS LAWN AREAS WITH A DROUGHT TOLERANT TURFGRASS SEED MIX (80%TALL FESCUE, 10% PERENNIAL RYEGRASS, 10% KENTUCKY BLUEGRASS).23.PERENNIALS, BULBS AND ANNUALS ARE TO BE PLANTED IN A WELL PREPARED BED WHICH SHALL INCLUDE PEATAND SLOW RELEASE FERTILIZER. BEDS SHALL BE SKIMMED WITH ONE AND ONE-HALF (1-1/2) INCH TO TWO (2) INCHMULCH (INCLUDING GROUNDCOVERS).24.SPREAD 10-10-10 FERTILIZER AT A RATE OF TWENTY-TWO (22) POUNDS PER ONE THOUSAND (1,000) SQUARE FEETAND INCORPORATE INTO THE SOIL UNIFORMLY.25.APPLY DOLOMITIC LIME AT THE RATE OF ONE HUNDRED (100) POUNDS PER ONE THOUSAND (1,000) SQUARE FEETTHE AREAS BEING PREPARED FOR PLANTING.26.THE LANDSCAPE CONTRACTOR IS TO CLEAN AND REMOVE ANY DEBRIS FROM THE SITE CAUSED BY THEIR WORK.NO.Project No.BYDATE
REVISIONS
CHKD.DESCRIPTIONDate:Scale:6122Sheet No.Copyright Meridian Associates 2018Saved Path: P:\6122 - 6 PARADISE RD, SALEM, MA\CAD\CIVIL 3D\6122 DET.DWG Plotted: 10/10/2018 1:12 PM
OCT. 15, 2018OFINSTITUTE FOR SAVINGS
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WOODMAN ASSOCIATES ARCHITECTS
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Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture2
Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture2
Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture2
Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture2
Consultants:Drawing Title:Project:Location:WoodmanAssociates.comDate:Scale:email @978-462-9523 fax978-462-9522AssociatesWoodmanDesignPlanning76 State StreetNewburyport, MA01950 USAArchitectsArchitecture2