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Revised driveway geometry at Hatfield-BridgeOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHOHOHOHOHOHOHOHOHOHOH OHOHOHOHOHOHGLEASONROAD2 0 . 0 ' PROSPECT AVE N U EALLISONSTREET BRIDGE ROAD HATFIELD STREET HATFIELD STREET 85'XXX 24'9'8'8'11'18'9'9'30'18' 18'101719121512.0'10.5' 5'10'40'10'40'9'EVEVEVEV40'40'5'5'10'10'5'5'102.1'102.0'107.5'4'13'26.7' 5' 5' 4'8'8'4'35.9'4'30'R4'R 10' R 2'R60' R50'R34'R10'R5'R5'R25'R3'R15'R67.2'R5' R 5'R5'R84'R50'R72'R 24'24'10'16.5'724'10'4'20'5'25.6'73'43'15'25'12'22'15'R5 'R 24'16.5'4'4'12.0' 12'12'24'12'12'4'12'12'5'50'74'R50'R3'R3'R 5'15'R24'10'4'5'LIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDCONCRETE CURBLIMIT OF PROPOSEDCONCRETE CURBLIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDCONCRETE SIDEWALKPROPOSEDSTRIPINGPROPOSED LEFT TURNONLY STRIPINGPROPOSED TRASHENCLOSUREPROPOSED COURTYARD AREA.REFER TO LANDSCAPEARCHITECTURAL PLANS FORINTERIOR COURTYARDDETAILINGLIMIT OF PROPOSEDBITUMINOUS CURBPROPOSED ELECTRIC VEHICLECHARGING STATIONLIMIT OF PROPOSEDCONCRETE CURBLIMIT OF PROPOSEDCONCRETE CURBLIMIT OF PROPOSEDCONCRETE CURBPROPOSED ADA VANACCESSIBLE PARKING SIGNON BOLLARD (TYPICAL)PROPOSED FUTURE ELECTRICVEHICLE CHARGING STATIONPROPOSED 'STOP'SIGNEXISTING BUILDING TO BERENOVATED (REFER TOARCHITECTURAL PLANS FORDETAIL).PROPOSEDCONCRETESIDEWALKLIMIT OF PROPOSEDCONCRETE CURBPROPOSED 'DO NOTENTER' (R5-1) SIGNPROPOSED CONNECTIONTO EXISTING CONCRETESIDEWALKEXISTING GUY WIRETO BE RELOCATEDPROPOSED BIKESHELTERLIMIT OF EXISTINGSITE EGRESS TO BEREMOVEDPROPOSED PLAZAPROPOSED AREA LIGHT(TYPICAL)LIMIT OF PROPOSEDNOISE MITIGATIONBERM (TYPICAL)PROPOSED SHEDPROPOSED PAVED MULTI-PURPOSERECREATIONAL AREA ORPAVILION FOR FUTURE USEEXISTING CONCRETE PADMOUNTED TRANSFORMER.CONTRACTOR TO COORDINATEWITH UTILITY COMPANY ONFINAL LOCATIONPROPOSED 1,230 SFPERVIOUS PAVEMENTPROPOSED 'NO LEFTTURN' SIGNPROPOSED PAVED COURTYARDFEATURE. REFER TO LANDSCAPEARCHITECTURAL PLANS FORINTERIOR COURTYARDDETAILINGPROPOSED WOODSCREENING FENCEPROPOSED MONUMENTSIGNCONTRACTOR TO COORDINATEWITH UTILITY AUTHORITY FORTERMINATION OF EXISTINGOVERHEAD LINE TO BUILDINGPROPOSED GENERATORLOCATION FOR FUTURE USEPROPOSED BIKESHELTERPROPOSEDBOLLARDSLIMIT OF PROPOSEDCONCRETE SIDEWALKPROPOSED 'KEEPRIGHT' SIGN (R4-7)PROPOSED 'STOP' SIGN(R1-1) AND STOP BARLIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDCONCRETE CURBLIMIT OF PROPOSEDCONCRETE CURB3'3'4'3'4'3'4'MHMHMHMHMHOH20.0'BRIDGE ROAD85'12.0'10.5'13'4'30'R4'R10'R2'R60'R72'R 15'12.0'12'12'5'50'3'LIMIT OF PROPOSEDBITUMINOUS CURBPROPOSEDSTRIPINGPROPOSED LEFT TURNONLY STRIPINGLIMIT OF PROPOSEDBITUMINOUS CURBPROPOSED 'DO NOTENTER' (R5-1) SIGNPROPOSED CONNECTIONTO EXISTING CONCRETESIDEWALKPROPOSED 'NO LEFTTURN' SIGNLIMIT OF PROPOSEDCONCRETE SIDEWALKPROPOSED MONUMENTSIGNPROPOSED 'KEEPRIGHT' SIGN (R4-7)PROPOSED 'STOP' SIGN(R1-1) AND STOP BARLIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDBITUMINOUS CURBLIMIT OF PROPOSEDCONCRETE CURBG198.15G199.72G199.10G199.00G198.65TCBC197.50197.00TCBC200.50200.00FC198.58FC198.35FC198.30TCBC199.25198.75G197.60FC198.00GENERAL NOTES1.THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES WITH THE EXISTING SITECONDITIONS AND THE PROPOSED SCOPE OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIORTO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. SHOULD ANYDISCREPANCY BE FOUND BETWEEN THE EXISTING SITE CONDITIONS AND THE PROPOSED WORK THECONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. PRIOR TO THE START OFCONSTRUCTION.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE THAT ALL REQUIREDAPPROVALS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALLREQUIRED PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.3.ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLDHARMLESS STONEFIELD ENGINEERING & DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM ANDAGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BYEMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT AS ARESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITYINSURANCE, AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE.4.THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHINTHIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN,LLC.5.THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION.6.THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATEPROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORKWITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY.7.THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE ORSITE FEATURE THAT IS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEWMATERIALS TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THE CONTRACTORSEXPENSE.8.CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA,AND OTHER REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILLREVIEW THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS REFLECTED WITHIN THEPLAN SET.9.THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.10.THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY INACCORDANCE WITH THE APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FORTHE PROCUREMENT OF STREET OPENING PERMITS.11.THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED SAFETY INSPECTOR TO BE PRESENTON SITE AT ALL TIMES DURING CONSTRUCTION & DEMOLITION ACTIVITIES.12.SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC. BE PRESENT ON SITE AT ANYTIME DURING CONSTRUCTION, IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THERESPONSIBILITIES AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.Z:\BOSTON\BOS\2022\BOS-220027 SALOOMEY CONSTRUCTION - 737 BRIDGE ROAD, NORTHAMPTON, MA\CADD\PLOT\XXX-03-SITE.DWG 2022 © Austin Design Inc.architecture for enjoying lifeGreenfield MA 01301413 624 9669Brattleboro VT 05301802 451 5966Prospect Place737 Bridge Road (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand SurveyingRutherford, NJ ·New York, NY ·Boston, MAPrinceton, NJ ·Tampa, FL ·Detroit, MIwww.stonefieldeng.com120 Washington Street, Suite 201, Salem, MA 01970Phone 617.203.2076TITLE:SCALE:PROJECT ID:DRAWING:BOS-220027JAKE MODESTOW, P.E.MASSACHUSETTS LICENSE No. 55253LICENSED PROFESSIONAL ENGINEERHAMPSHIRE COUNTY CITY OF NORTHAMPTON737 BRIDGE ROADPARCEL 18C-048-001MASSACHUSETTSISSUEDATEDESCRIPTIONBY109/23/2022KOFOR MUNICIPAL SUBMISSION210/10/2022KOPER REVIEW COMMENTSGRAPHIC SCALE IN FEET0'80'40'40'1" = 40'SITE PLANC-31" = 40'OFF-STREET PARKING REQUIREMENTSCODE SECTIONREQUIREDEXISTINGPROPOSED§ 350-8.1.C350 ATTACHMENT 7REQUIRED PARKING:1 SPACE PER 1,000 SF GROSS LIVING AREA; NO MORE THAN2 PER UNIT REQUIRED92 SPACES80 SPACESSYMBOLDESCRIPTIONSAWCUT LINEPROPOSED CURBPROPOSED CONCRETESETBACK LINEPROPOSED BUILDING DOORSPROPOSED SIGNS / BOLLARDSPROPERTY LINEROADWAY STRIPING INSETSCALE: 1" = 20'IMPERVIOUS COVERAGE CHARTDEVELOPMENTCONDITIONIMPERVIOUS AREAEXISTING108,777 SF OR 2.50 AC*PROPOSED108,195 SF OR 2.48 AC*NET582 SF OR 0.01 AC REDUCEDIMPERVIOUS AREA*INCLUDES 2,457 SF OF PROPOSED OFFSITE SIDEWALKALONG PROSPECT AVENUEPROPOSED AREA LIGHTOPEN SPACE TABLEBUILDINGCOVERAGE13.8% (36,782 SF / 0.84 AC)PAVEMENT AREA25.8% (68,956 SF / 1.59 AC)OPEN SPACE60.4% (161,083 SF / 3.70 AC)TOTAL100% (266,821 SF / 6.13 AC)PROPOSED PERVIOUS PAVEMENTPROPOSED PAVED COURTYARDFEATURE (REFER TO LANDSCAPE PLANS)BULK TABLELOT SIZE266,821 SF / 6.13 ACLOT FRONTAGE603.5 FTFRONT YARD SETBACK107.5 FTSIDE YARD SETBACK102.1 FTREAR YARD SETBACK102.0 FTBUILDING HEIGHT23' - 1"BUILDING SQUAREFOOTAGE36,784 SF% OPEN SPACE60.2% (160,569 SF)PARKING SPACES80 SPACESLOADING SPACES0 SPACESFILLAPPROX. 600 CY BERM FILLUNIT TYPEQUANTITYSQUAREFEETSPACES REQ.A-015301 SPACEB-065106 SPACESC-025452 SPACESD-015501 SPACEA-148004 SPACESB-125602 SPACESC-186758 SPACESD-126352 SPACESE-125602 SPACESF-1110752 SPACESA-21678516 SPACESB-288608 SPACESC-2211254 SPACESD-219901 SPACESA-3210854 SPACESB-3113052 SPACESC-3115652 SPACESTOTAL SPACES REQUIRED:67 SPACES