236 SS site plan_BDG SPR PLAN SET-FULL_07.09.188"VC?8"VC?159.9'159.8'RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.1ExistingConditionsLOCUS PLAN - Not To Scale0DS'DWD*RRJOHI Declare That This Survey And Plan Were Prepared In Accordance WithThe Procedural And Technical Standards For The Practice Of LandSurveying In The Commonwealth Of Massachusetts And That This PlanAnd Survey Have Been Prepared In Accordance With The Rules AndRegulations Of The Registers Of Deeds And That This Plan Shows TheProperty Lines Of Existing Ownership And The Lines Of Streets AndWays Shown Are Those Of Public Or Private Ways Already EstablishedAnd That No New Lines For The Division Of Existing Ownership, Or NewWays Are Shown.David R. Enberg, PLS #47142 DateThe Location Of All Underground Utilities Shown Are ApproximateAnd Are Based Upon A Field Survey And Compilation Of Plans OfRecord. Berkshire Design Group, Inc. Does Not Warranty TheLocation Of All Utilities Depicted. Only Record Information ProvidedBy The Respective Utility Owner And Independently Verified ByBerkshire Design Group, Inc. Is Shown Hereon. The Contractor,Engineer, Or Architect Prior To Commencement Of Construction orDesign, Shall Verify The Location Of All Utilities And Contact DigSafe At 1-888-344-7233.*Notes1. The Record Conditions And Boundary Retracement Survey Depicted Hereon Was Obtained By AField Survey Performed On February 9 & 20, 2018 By The Berkshire Design Group, Inc.2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation OfConstructed Improvements, Natural Features, Observable Monuments, Obtainable Plans And DeedsOf Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect The LocusProperty 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 ReasonableAnd Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses Of The Land; However,This Does Not Constitute A Guarantee That No Such Easements Exist.4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica TS15Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was UsedHaving Subcentimeter Accuracy.5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts StatePlane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is A Grid SeparationCalculation Based On Geoid12A Resulting In NAVD88.6. The Sidelines of Olive Street, Revell Street And South Street Are Laid Out Using Evidence LocatedBy This Survey Per MGL Chapter 86 Section 2 And Are Subject To A Layout.Reference Plans1. "Plan Of James Ellsworth's Olive Street Lots" Recorded In Deed Book 252, Page 331.2. "Revell Avenue Owned By Gillern And Preece" Dated: June 19, 1909 And Recorded In Deed Book644, Pages 390 & 391.3. "Plan Of Lots On South And Olive Streets, Northampton, Mass." Dated: August 1922 By E.E. DavisAnd Recorded In plan Book 6, Page 50.4. "Plan Of Land In Northampton, Mass. Belonging To Peter Kowalesky" Dated: December 31, 1947By Davis Engineering Co. And Recorded In Plan Book 30, Page 33A.5. "Plan Of Land In Northampton, Mass. Belonging To Dorothy J. Saner" Dated: November 23, 1947By W.W. Forbush And Recorded In Plan Book 31, Page 14.6. "Plan Of Land In Northampton, Mass. Belonging To Alfred Tikaizo" Dated: April 8, 1954 By DavisEngineering Co. And Recorded In Plan Book 44, Page 12.7. "Land In Northampton, Massachusetts Surveyed For Scott Prior" Dated: July 8, 1983 By AlmerHuntley, Jr. & Associates, Inc. And Recorded In Plan Book 126, Page 46.Owners Of Record236 South Street236 South Street Properties, LLC236 South StreetNorthampton, Massachusetts 01060PID: 38B-245-001Deed Book 12414, Page 29See: Plan Book 6, Page 503 Olive StreetG&S Sandler Acquisitions LLC310 South StreetNorthampton, Massachusetts 01060PID:38B-246-001Deed Book 6160, Page 196Plan Book 30, Page 33236 South StreetNorthampton, MA 01060
CLOSE EX. CURB CUT.SAWCUT PAVEMENT, REMOVE CURBRADII & APRON. INSTALL NEW BIT.CURB TO MATCH.PROTECT STREETTREES TO REMAIN,TYP.SIDEWALK TOREMAINSAWCUT &REMOVE EX. WALKREMOVE EXISTINGDRIVEWAY(S)CLOSE EX. CURB CUT(S).SAWCUT PAVEMENT, REMOVEAPRON(S).EXISTINGSTRUCTURES TOBE REMOVED, TYP.EXISTINGSTRUCTURES TOBE REMOVED, TYP.REMOVE FENCE &PLANTERREMOVE TREESREMOVE TREES &PLANTINGS, TYP.DISCONNECT EX. UTILITYSERVICES. COORDINATEWITH UTILITY CO.DISCONNECT EX. UTILITYSERVICES. COORDINATEWITH UTILITY CO.TREES TO BE REMOVEDTREES TO REMAINTREE TO REMAINEX. HYDRANT & UTIL. POLETO REMAINREMOVE EXISTINGDRIVEWAYREMOVE FENCEREMOVE SHEDDISCONNECT EX.WATER SERVICES(2) AT CURB STOPSDISCONNECT EX. GASSERVICEREMOVE BOLLARDS, TYP.PROTECT EX. TREES TOREMAIN8"VC?8"VC?159.9'159.8'RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.2DemolitionPlanThe Location Of All Underground Utilities Shown Are ApproximateAnd Are Based Upon A Field Survey And Compilation Of Plans OfRecord. Berkshire Design Group, Inc. Does Not Warranty TheLocation Of All Utilities Depicted. Only Record Information ProvidedBy The Respective Utility Owner And Independently Verified ByBerkshire Design Group, Inc. Is Shown Hereon. The Contractor,Engineer, Or Architect Prior To Commencement Of Construction orDesign, Shall Verify The Location Of All Utilities And Contact DigSafe At 1-888-344-7233.236 South StreetNorthampton, MA 010601. Existing conditions and topography taken from field survey by Berkshire Design Group,Northampton, MA.2. Project benchmarks are indicated on the plan sheets.3. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify all itemsto be demolished or salvaged with the Landscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repair or replacementof damaged items designated to remain shall be at the Contractors' expense.5. Disposal of property designated to be removed shall be at the direction of the LandscapeArchitect or Owner, and shall conform to all applicable laws and regulations. All salvagablematerial shall be delivered by the Contractor to storage areas designated by the LandscapeArchitect. Contractor shall remove all existing unsuitable materials from6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0" stakes and snowfencing.7. All topsoil shall be stripped from grass areas to be removed and stockpiled in an areadesignated by the Owner. The Contractor is responsible for all topsoil as needed to meet thespecifications.8. The Contractor may use temporary fencing to control the site during construction. Prior tothe finalization of the project, the Contractor shall remove all temporary fencing andbarricades.9. The locations of existing underground utilities are shown in an approximate way onlybased on available data and all utilities may not be shown. Prior to construction, thecontractor shall contact Dig Safe at 1-800-322-4844 to request utilities to be marked on theground. The contractor shall be responsible for determining the exact location of all existingutilities before commencing work. The contractor agrees to be fully responsible for any andall damages which might be occasioned by his/her failure to exactly locate and preserve anyand all utilities.10. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a result ofdemolition and construction, it shall be the responsibility of the party incurring the damageto obtain the services of a professional land surveyor to replace and reset said monument.Existing Conditions / Demolition Notes
WWWWWWWWWWWWWWWWWWWWWFFE=167.00FFE=167.00FFE=167.00FFE=166.50FFE=166.50FFE=16
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166.38166.38166.68166.85166.78166.78166.28166.28TC 166.38BC 165.00BC 166.00TC 166.25TC 166.05BC 165.40BC 165.87167.00167166 166.181661" WATER SERVICE & VALVE,TYP. OF 12BC 166.00BC 166.00NEW UNDERGROUNDELECTRICAL SERVICE(S)WNEW 4" WATER SERVICENEW TAPPING SLEEVE & VALVEPER CITY REQUIREMENTSSAWCUT & PATCH ROAD FORNEW SERVICE CONNECTIONSPER CITY REQUIREMENTSWWWWWWWW
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4" FIRE SERVICE4" FIRE SERVICEUNDERGROUND ELECTRICAL PRIMARYTO NEW PAD MOUNTEDTRANSFORMER. COORD. W/ ELEC. CO.SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCORE NEW SERVICE INTOEXISTING MANHOLE. PROVIDETRAFFIC CONTROL ANDCONNECTIONS PER DPWREQUIREMENTSSAWCUT & PATCH ROAD FORNEW SERVICE CONNECTION PERCITY REQUIREMENTSSANITARY CLEAN-OUT ATPROPERTY LINE6" PVC SANITARY4" SANITARY SERVICEFROM UNITS, TYP.SANITARY CLEAN-OUTSSSSSSSSSSSSSSSSSSSSSSSS
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CORE NEW SERVICE INTO EXISTINGMANHOLE. PROVIDE TRAFFIC CONTROL ANDCONNECTIONS PER DPW REQUIREMENTSINV=159.90SANITARY CLEAN-OUTSANITARY CLEAN-OUT8"VC?8"VC?159.9'159.8'RDRDRDRDRDRDRDRDRDRDRDRDRDAREA DRAIN -EMERGENCY OVERFLOWFROM SUBSURFACEDETENTION STRUCTURERIM: 165.55, INV.: 163.00SUBSURFACEDETENTION STRUCTUREd,Z ϭϮΗT,W W/W ^70' LONG IN A CRUSHEDSTONE BED (72 ' LONG,7' WIDE, 2' HIGH)BOTTOM STONE: 162.50PIPE INVERTS: 163.00MAINTENANCE &OBSERVATIONPORTS, TYP. OF 2BC 165.25INV=162.54@ 1.5% SLOPERevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.4Grading & UtilityPlan236 South StreetNorthampton, MA 010601. Project benchmark is top of hydrant spindle, elevation=168.41, as per topographic surveyby The Berkshire Design Group, February 2018.2. All sidewalks/walkways shall conform to the Massachusetts Architectural Access Board's(AAB) requirements. Sidewalk/walkway cross-slope is 1.5 % minimum, 2.0% maximum.Maximum slope in any direction shall be 5.0%. Slopes shall not exceed 2% across anyaccessible parking space or adjacent aisles.3. All materials and construction methods shall conform to the construction standards andspecifications of the City of Northampton and the Massachusetts Department ofTransportation.4. All dimensions, elevations and layout shall be verified in the field by the contractor andapproved by the Landscape Architect prior to beginning work.5. All new or adjusted manholes, gas gates, water gates and water services to be flush withfinished grade.6. All new or adjusted catch basin rims shall be set 1/2" below finished grade.7. Notify the Landscape Architect of any discrepancies prior to construction.Grading Notes
NEW CURB OPENINGNEW/REPLACED CONCRETE SIDEWALKEXISTING HYDRANT & UTIL. POLE TO REMAINPARKING FOR 19 CARSINCLUDING 1 ACCESSIBLE SPACEACCESSIBLE PARKING SPACE,AISLE, CURB RAMP & SIGNAGEBIKE RACKS FOR 8 BIKESEXISTING TREES TO REMAINTRASH & RECYCLINGCONTAINERS6' HIGH BOARD FENCE ALONGPROPERTY LINECONCRETE SIDEWALK, TYP.18'9'18'BITUMINOUS CONCRETE CURB,TYP.10'4'R9'10'20'TYP.TYP.2'BRICK PAVERPLAZANEW 6' BENCH,TYP. OF 7ACCESSIBLE CURBCUT BOTH SIDESCONCRETE SIDEWALK, TYP.REPAIR SIDEWALK PERCITY STAND.4"NEW SITE LIGHT, TYP. OF 3BOLLARD LIGHT,TYP. OF 710' x 12' CONCRETEPATIO, TYP.4'6'27'8' TYP.8' SECTION OF 6' HIGHBOARD FENCE BETWEENPATIOS, TYP.6' HIGH BOARD FENCE ALONGPROPERTY LINEAC CONDENSORS, TYP.AC CONDENSORS, TYP.INTEGRAL CONCRETE CURB6"7"RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.3LayoutPlan236 South StreetNorthampton, MA 010601. Do not scale drawings for quantity take-offs or construction. Use written dimensions only.If dimensions are incomplete, contact The Berkshire Design Group, Inc. for clarification.2. All lines or points are perpendicular or parallel to lines from which they are measuredunless otherwise noted.3. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction;report any and all discrepancies to the Landscape Architect. All discrepancies shall beresolved in writing prior to beginning work.4. All areas disturbed from construction activity to be raked, smoothed, fertilized and seededwith perennial turfgrasses unless otherwise noted.5. All new walks and surfaces to meet existing walks and surfaces with smooth, continuousline and grade.6. The Contractor shall not install concrete during adverse weather conditions (rain, sleet,etc.) unless otherwise directed by the Landscape Architect.Layout NotesZone:Lot Size:Frontage/Width:Depth:Front Setback:Side Setback:Rear Setback:Max. Height:Open Space:URB District2,500 S.F. Min./Unit75 Ft. Min.10 Ft. Min.15 Ft. Min.0 Ft. On One Side20 Ft. Min.35 Ft.40%50 Ft. Min.For Zero Lot LineZoning Table7,627.31 Sq. Ft.98.6 Ft.81.8 Ft.13.7 Ft.3.9 Ft.Not Applicable7.4 FtϮϬ&ƚ͘ц37%30,307.37 Sq. Ft.200 Ft. Min.Olive St.: 10 Ft. Min.Olive St.: 44.4 Ft.South St.: 16.3 Ft.35 Ft.47%Olive St.: 179 Ft.Accessory Setback:4 Ft. Min.Not ApplicableNot ApplicableRequiredExisting ConditionsProposed Conditions236 South St.3 Olive St.22,680.06 Sq. Ft.Olive St.: 116.2 Ft.81.8 FtOlive St.: 32.7 Ft.Not Applicable:65 Ft.ϯϮ&ƚ͘ц65%5 Ft.Not ApplicableSouth St.: 117 Ft.South St.: 116.2 Ft.South St.: 10 Ft. Min.South St.: 26.8 Ft.Olive St.: 32.7 Ft.South St.: 31.8 Ft.40 Ft
RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.5PlantingPlan236 South StreetNorthampton, MA 010601. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Associationwith regard to grading and quality.2. All plants shall conform to the measurements specified, except that plants larger than those specified may beused if approved by the Landscape Architect.3. All plants shall be nursery grown in accordance with good horticultural practices and shall be grown underclimatic 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 befirmly wrapped with burlap. Container grown plants shall not be removed from container prior to the time ofinstallation; 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 valueof 5.0 to 6.0.6. All trees and shurbs to receive two (2) fertilizer packets as shown in details.7. Planting beds to receive 4" depth of bark mulch.8. All plant material shall be guaranteed for one full growing season (one year) after installation.9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work shall bepromptly removed from the site and replaced with material of the same species, quality, size and meeting allplanting specifications.10. Planting layout shall be approved by the Landscape Architect prior to installation.Planting NotesPlant List3 TOS2 AG2 AG4 HPJ2 HSE2 HSE3 AABV42 LSLOAM&SEED6 AABV35 LS6 HSE4 CBF8 CASC4 SPK8 CASC21 IVHG1 SR8 MS5 AABV19 LS38 LS2 QR6 CASC1 HPJ1 HPJ6 HSE37 LS42 LS54 LS54 LS8 HSE6 AABVLOAM& SEED(TYP.)54 LS185 LS8 MS21 TC54 OC33 OC30 OC29 OC29 OC83 OC2"-2.5" cal.3 gal.2 gal.3 gal.3 gal.1 gal.1 gal1 gal.2-2.5" cal.1 gal.2"-2.5" cal.2"-2.5" cal.2"-2.5" cal.1 gal.3 CASC11 IVHG187 RFF5 AABV35 TCLOAM & SEED(TYP.)LOAM &SEED (TYP.)5 HQ2 gal.26 AABV84 LS1 HQ3 gal.31 IC3 gal.AND BURLAP FROM TOPREMOVE ALL TWINE, ROPEUNDISTURBED ORPLANTING SOIL4" HIGH EARTH SAUCERSET TOP OF ROOT BALL FLUSH TO FIN. GRADE18"8"MULCH RING; 6' MIN. DIAMETER,MARK NORTH SIDE OF THE TREE IN THE NURSERY,ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLEDO NOT HEAVILY PRUNE TREE ATPLANTING; PRUNE ONLY CROSSOVERLIMBS, CO-DOMINANT LEADERS ANDBROKEN OR DEAD BRANCHES. (SOMEINTERIOR TWIGS AND LATERALBRANCHES MAY BE PRUNED; HOWEVER,DO NOT REMOVE THE TERMINAL BUDSOF BRANCHES THAT EXTEND TO THEEDGE OF THE CROWN.)2" DEPTH; DO NOT PLACE MULCH INCONTACT WITH TREE TRUNKBEYOND EDGE OF ROOT BALL1/2 OF ROOT BALLIF APPLICABLE: CUT WIRE BASKETINTO THE PLANTING SOILIN 4 PLACES AND FOLD DOWN 8"COMPACTED SUBGRADE FERTILIZER ROOTPACKET, 2 PER TREE,6"-8" DEEP, PLACEDAS ROOT BALL ISBACKFILLEDTAMP SOIL AROUND ROOT BALLFIRMLY WITH FOOT PRESSURE SOTHAT ROOT BALL DOES NOT SHIFTNOTE: DO NOT STAKE OR WRAP TRUNK* EACH TREE SHALL BE PLANTED SUCHTHAT THE TRUNK BASE FLARE IS VISIBLEAT THE TOP OF THE ROOT BALL. DO NOTCOVER THE TOP OF THE ROOT BALLWITH SOILFIN. GRADETree PlantingL.51Not to ScaleDECIDUOUSEVERGREENMULCH - 4" MIN. DEPTH4" SAUCERFINISH GRADEWEED PREVENTINGLANDSCAPE FABRICPLANTING SOILEXISTING SUBGRADEINCORPORATE COMMERCIALLYPREPARED MYCORRHIZA SPORESIN THE SOIL AROUND THE ROOTNOTE:PRUNE ALL DEAD OR BROKEN BRANCHESCUT & REMOVE ALL TWINE& BURLAP OR ALL6"MIN.6"MIN.NOT AGAINST STEMSYNTHETIC MATERIALFOR CONTAINER PLANTS:MAKE THREE VERTICALCUTS IN ROOTBALL ANDLOOSENENCIRCLING ROOTSBALL AT RATES SPECIFIED BYMANUFACTURERTree Replacement2"-2.5" cal.2-2.5" cal.2"-2.5" cal.2"-2.5" cal.8"4"8"2"22"34"34"Trees RemovedTrees Replaced34"Shrub PlantingL.52Not to ScaleEX. TREESTYP. OF 5
236 South StreetNorthampton, MA 01060Bituminous Concrete CurbL.73Not to ScaleIntegral Concrete CurbL.72Not to ScaleConcrete PavingL.75Not to ScaleBenchL.76Not to ScaleAccessible Curb RampL.77Not to Scale12"18"RESERVEDPARKING.08" ALUMINUM PANEL BOLTEDTOP & BOTTOM WITH 1/2"X3"HOT-DIPPED GALV. NUTS ANDBOLTS; GRAPHICS TO BE INACCORDANCE WITH U.S. D.O.T.MANUAL ON UNIFORM TRAFFICCONTROL DEVICES2" O.D. GALV. STEEL POSTFINISHED GRADECONCRETE FOOTING, 3000 PSILOAM AND SEED18"4'-0"12"Accessible Parking SignL.78Not to ScaleBike RackL.74Not to ScaleWater Service ConnectionL.711Not to ScalePorous PavingL.71Not to ScaleSanitary Clean-OutL.79Not to Scale5" MIN. COVERTO BUILDINGVALVE BOXNORTHAMPTON STD.CURB STOPNORTHAMPTON STD.COPPER WATER SERVICE LINECORPORATION STOPWATER MAINFINISH GRADECLEAN OUT FRAME AND COVERNEENAH MODEL R-1791-A OR EQUAL WITH WORD SEWER IN 3" LETTERS6" MIN.CONCRETE GRADINGRING OR 2 LAYERSSEWER BRICKMORTARED IN PLACETHREADEDPLUGϰϱΣWs^Zϯϱ E3/4" CRUSHED STONEBACK FILL WITH SANDAROUND PIPE TO 2"BELOW TOP OF CLEAN OUT8" MIN.12" MIN.FINISH GRADE - SEE PLAN FOR MATERIALFLOWNOTES:1. LOCATE CLEANOUT UP GRADIENT OF SWEEP.2. ALL PVC PIPE SHALL BE SDR35.3. SEE PLANS FOR PIPE SIZES.PVC SDR35 PIPESWEEPCOMPACTED SUBGRADEPVC SDR35WYESIZE AS SHOWN ON L-4HDPE SERVICECOPPER WATER SERVICE LINE2'-0" (MIN.) BEYOND CURB STOP12" HDPE PERFORATEDPIPE FOR SUBSURFACEDETENTION SYSTEMBITUMINOUSCURBWALKWAY12" HDPESOLID PIPECOMPACTEDGRAVEL BASEUNCOMPACTEDSUBGRADEADS AREA DRAIN FOR EMERGENCYOVERFLOW FROM SUBSURFACEDETENTION SYSTEM, 18" ROUNDH-20 RATED INLET STRUCTURE -SEE PLANS FOR RIM & INVERTELEVATIONS.24" ROUND CAST IRONGRATE - H20 LOADING6" CRUSHED STONEABOVE & BELOW PIPE12" OUTLETADAPTORPOROUS PAVEMENTSTRUCTURE - SEE DETAILSubsurface Detention SystemL.710Not to ScaleArea Drain Emergency Overflow &RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.7SiteDetails3"6"BITUMINOUS CONCRETE CURBTYPE 3, MassDOT STANDARDUNCOMPACTED SUBGRADE, CONTRACTOR SHALLTAKE EXTRA CARE TO AVOID COMPACTING.POROUS BITUMINOUS PAVEMENT (OGFC) PERTHE REQUIREMENTS OF MassDOT STANDARDSPECIFICATIONS, SECTION M3.11.03, TABLE BAND MASSDEP STORMWATER HANDBOOK,VOLUME 2, CHAPTER 2, PAGES 118 - 122CHOKER COURSE, 3/4" CRUSHED STONEFILTER COURSE, BANK RUN GRAVELFILTER BLANKET, 3/8" PEA GRAVELRESERVOIR COURSE, 3/4"CRUSHED STONE4"4"12"4"3"
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Route 9 Design & Build
104 N Elm St,
Northampton, MA 01060
CONSULTANTS
236 South St. Townhouse
ISSUE DATE:
236 South St.,
Northampton, MA 01060
DRAWING TITLE:
CHECKED BY:
SCALE:
LOCUS PLAN:
1/16" = 1'-0"
09/20/17
ELEVATION
A200
Checker
1/16" = 1'-0"1 Olive Street
1/16" = 1'-0"2 South Street
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28' - 11 1/2"
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28' - 11 1/2"
Route 9 Design & Build
104 N Elm St,
Northampton, MA 01060
CONSULTANTS
236 South St. Townhouse
ISSUE DATE:
236 South St.,
Northampton, MA 01060
DRAWING TITLE:
CHECKED BY:
SCALE:
LOCUS PLAN:
3/64" = 1'-0"
09/20/17
ELEVATION
A201
Checker
3/64" = 1'-0"1 Small Unit End
3/64" = 1'-0"2 Olive Street Park Side
3/64" = 1'-0"4 South Street Park Side
3/64" = 1'-0"3 Small Unit Park Side