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AP-2026-008 McDonald's - Plans
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS TOWNERMcDONALD'S CORPORATION50 OLIVER ST, STE W-1BNORTH EASTON, MA 02356DEVELOPERMcDONALD'S USA, LLC110 N CARPENTER STCHICAGO, IL 60607PROPOSED SITE PLAN DOCUMENTSPROPOSEDRESTAURANT W/ DRIVE-THRULOCATION OF SITE654 IYANNOUGH ROAD, HYANNIS BARNSTABLE COUNTY, MASSACHUSETTSMAP 311, LOT 86FORCONTACT: ERIC DUBRULEPREPARED BYGENERAL NOTE:IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECTWORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TOTHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD INWRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTEACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND INFULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.C-101COVERSHEETTAX MAPSCALE: 1" = 1,000'SOURCE: USGS HYANNIS QUADRANGLEAERIAL MAPSCALE: 1" = 200'SOURCE: MICROSOFT BING MAPSREFERENCES¨ALTA/NSPS LAND TITLE SURVEY:CONTROL POINT ASSOCIATES, INC.352 TURNPIKE ROADSOUTHBOROUGH, MA 01772DATED: 11/21/2025SURVEY JOB # 03-170221-00ELEVATIONS: NAVD 1988¨ARCHITECTURAL PLAN:LINGLE DESIGN GROUP INC158 WEST MAIN STREETLENA, IL 61048DATED:03/30/2026GOVERNING AGENCIES¨PLANNING, ZONING COMMITTEE367 MAIN STREETHYANNIS, MA 02601PHONE: (508) 862-4682¨BUILDING DEPARTMENT200 MAIN STREETHYANNIS, MA 02601PHONE: (508) 862-4038¨FIRE DEPARTMENT95 HIGH SCHOOL ROAD EXT.HYANNIS, MA 02601PHONE:(508) 775-1300ROW JURISDICTION¨TRAFFIC, STORMWATER, WATER & SEWERDEPARTMENT OF PUBLIC WORKS (DPW)382 FALMOUTH ROADHYANNIS, MA 02601PHONE:(508) 790-6400THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS,HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED ORDERIVED FROM THESE DOCUMENTS, BY OTHERS.REFERENCES AND CONTACTSSHEET INDEXSHEET TITLESHEET NUMBERCOVER SHEETC-101GENERAL NOTES AND LEGENDC-102EXISTING CONDITIONS/ DEMOLITION PLANC-201SITE PLANC-301GRADING AND DRAINAGE PLANC-401UTILITY PLANC-501SOIL EROSION AND SEDIMENT CONTROL PLANC-801EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC-802CONSTRUCTION DETAILSC-901CONSTRUCTION DETAILSC-902CONSTRUCTION DETAILSC-903LANDSCAPE PLANL-101LANDSCAPE NOTES AND DETAILSL-102ALTA/NSPS LAND TITLE SURVEY (BY OTHERS)1 SHEETDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-101 COVRJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 41530IYANNOUGH ROADBARNSTABLE ROAD DEMOLITION NOTES(Rev. 1/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITYWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTORMUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THECOMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUSTPROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERALHIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCALREGULATIONS.4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLYCONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIESALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING,TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING,TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE,FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHERSAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, ORCOLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THECONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TOREMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THERESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUSTPERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THECONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHAREQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT ORNEAR TO THE SAME.7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATIONAND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMSNECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTORMUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OFALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING,RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS ORQUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRDPARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OFRECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OFRECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THEREQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND ISRESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIREDFOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIESAND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITYCOMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD ANDALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITIONWORK.B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, ATLEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAINSAID CONTROLS UNTIL SITE IS STABILIZEDD.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FORUTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARYAND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECTACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITYNOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANYDEMOLITION ACTIVITIES.G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY ORPERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THEMETHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLERRESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNERWITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED ANDABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK"HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTEDPARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED INTHE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUSTIMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THEOWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER ANDCOMPLIANT REMOVAL OF SAME.11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS,FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE ANDCONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'SSTRUCTURAL OR GEOTECHNICAL ENGINEER.12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE,WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIESWITH JURISDICTION.13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILLMUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALLNEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATEDIN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BEPERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTEPOSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS ANDRESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER.14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANYDEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMITAND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR ISALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TOMONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURESTO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THECONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THEDEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THESITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED,INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARECAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BEPREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THEWORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THEAREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.SITE LAYOUT NOTES(Rev. 1/2020)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITYWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL ANDANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOILEROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINESTO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THERELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHENDIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICTACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.GRADING NOTES(Rev. 1/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITYWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONSSET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEENREFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS ANDRECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THEREQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITEMATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THEPROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERTELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATIONOBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THEPROFESSIONAL OF RECORD AND BOHLER, IN WRITING.5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALSAS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICTACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BESUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATEWHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THEBUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSAND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASEMATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULDSUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BEREMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORKACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THERECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FORROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADINGPLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORDAND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THEPROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.ACCESSIBILITY DESIGN GUIDELINES(Rev. 1/2023)1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THEMORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ETSEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTSTO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE ANDCONSISTENCY WITH INDUSTRY GUIDELINES.3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA)COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROMPARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLEBUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARENOT LIMITED TO THE FOLLOWING:A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR ASSPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUSTNOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOTEXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLERAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOTSTEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BEPROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS ATLANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THERAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUSTNOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOTEXCEED A SLOPE OF 1:12 (8.3%).E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATHOF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTEDBY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHERREFERENCES INCORPORATED BY CODE).F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TOACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTINGELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FORACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUSTIMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELDCONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCINGANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THEBARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IFANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THEPROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENTSURFACES.4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME ISCONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.DRAINAGE AND UTILITY NOTES(Rev. 3/2023)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITYWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLYVERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANYCONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTIONPOINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THECONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORDAND BOHLER.3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITEDTO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OFDISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THEREQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THECONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURINGCONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEARALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUNDUTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FORVERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACTBUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIORGRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATIONOF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS AREACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALLUTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLEREQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THEUTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTSBETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTIONPOINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, ANDPRIOR TO CONSTRUCTION, MUST RESOLVE SAME.7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THERECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THEAPPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OFRECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUSAND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUNDINFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THEINFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S),WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOTDETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THEAGENCY WITH JURISDICTION OVER SAME.10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THERESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIORTO COMMENCING CONSTRUCTION.12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TOMATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLESTANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.OUTSIDE SOURCE NOTES(Rev. 11/2023)ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKEWHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEENOR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER”ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS,DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDEDON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND INORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FORPURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE,PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES,REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY ANDRESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATIONCONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIEDBY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USINGAND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS,TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITSEMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDERTHE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERSREPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/ORUSES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES,COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSESAND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THEANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BYRECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITHRESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED INTHE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCINGANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENTREPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERSREPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA,DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDINGWHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONALPURPOSES, ONLY.SOIL EROSION & SEDIMENT CONTROL PLAN NOTES(Rev. 12/2024)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTORMUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFICNOTES.2.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'SRECOMMENDATIONS.3.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SOREQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE.4.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTILPERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECTAPPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BIDPRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. Apr 08, 2026 GENERAL NOTES(Rev. 1/2023)1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUSTFIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSESHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUSTENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THEREQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONALNOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THEDRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OFCONSTRUCTION.3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THATTHE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION.THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEENOBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THECONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSOCONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS ANDAPPROVALS ON SITE AT ALL TIMES.5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS ANDCONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS ANDSTANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THECONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THEMOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL,ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECTAND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESEPLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACTLOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS.8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS,DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THECONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ONTHESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B)PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCHADDITIONAL WORK.9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THEDRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THEGENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENTOF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THECONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIREDFOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTHTHEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORESTRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT ANDRECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THEPROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICALREPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED,THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERALLAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NOLIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIREDDURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TOASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED ATCONTRACTOR'S SOLE COST AND EXPENSE.14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC.WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLEFOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES,BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONEINVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESSSOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE,AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES,TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTYDURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEARALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THECONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUNDACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEWOR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTERTHAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES,REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTORMUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THESTART OF CONSTRUCTION.18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FORJOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEENRETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S ANDBOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORTANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY ORCOULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTIONWITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THECONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS,INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANYTHIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'SFAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IFTHE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES ANDTHE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLDTHE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORDAND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME.21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'SCOMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALLUMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTUREOWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES,AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TOPROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONSASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE ORCERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWALOF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTERALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENTPERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS,DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES,AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS,PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION,LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAYCONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALLCLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TOANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES,GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ONTHESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELYRESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS,OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES,SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLERPARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES ORPROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITHJURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANYRESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH ANDSAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY,DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THECONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THECONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCEAS DESCRIBED ABOVE.24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW ORTAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA,WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGNINTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/ORTECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWINGREVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM ORLIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOTRESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELYBRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIALSUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRSTOBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OFRECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORKPERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY ORPUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OFRECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES,COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITHFEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COSTFOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTSIN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOTRESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVEALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFYAND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OFRECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TOAPPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OFTHE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONSTO SAME.29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCYWITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR ORAS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITHMANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TODO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLDPROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS ANDCOSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE.31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THEENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE ISDISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUSTENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITEDTO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER,THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THEWORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH ISTHE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTEDPROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANYNATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER, LLCSTANDARDABBREVIATIONSFOR ENTIRE PLAN SETAASHTOAMERICAN ASSOCIATION OFSTATE HIGHWAY ANDTRANSPORTATION OFFICIALSACACRE / ACRESADAREA DRAINADAACCESSIBLE / AMERICANSWITH DISABILITIES ACTAGABOVE GROUNDAPPROXAPPROXIMATEARCHARCHITECTURALASPHASPHALTASSFAREA SUBJECT TOSTORMWATER FLOWAGEASSOCASSOCIATIONBCBOTTOM OF CURBBFBASEMENT FLOORBIOBIOGARDENBITBITUMINOUSBKBLOCKBLBASELINEBLDGBUILDINGBMBENCH MARKBRLBUILDING RESTRICTION LINEBVWBORDERING VEGETATIVEWETLANDCBCATCH BASINCFCUBIC FEETCICURB INLETCITCHANGE IN TYPECLCENTER LINECMPCORRUGATED METAL PIPEC/OCLEAN OUTCONCCONCRETECONNCONNECTIONCOORDCOORDINATECPPCORRUGATED PLASTIC PIPECYCUBIC YARDDECDECORATIVEDEPDEPARTMENT OFENVIRONMENTAL PROTECTIONDETDETENTIONDIADIAMETERDMHDRAINAGE MANHOLEDOMDOMESTICDOTDEPARTMENT OFTRANSPORTATIONDPDESIGN POINTDWLDASHED WHITE LINEDYLDOUBLE YELLOW LINEEGEXISTING GRADEELECELECTRICELEVELEVATIONEORENGINEER OF RECORDEP / EOPEDGE OF PAVEMENTES / EOSEDGE OF SHOULDEREWEND WALLEXEXISTINGFDCFIRE DEPARTMENTCONNECTIONFEMAFEDERAL EMERGENCYMANAGEMENT AGENCYFESFLARED END SECTIONFFFINISH / FIRST FLOORFFEFINISH / FIRST FLOORELEVATIONFGFINISH GRADEFHFIRE HYDRANTFMFORCE MAINFOFIBER OPTICGGRADEGCGENERAL CONTRACTORGEOGEOTECH/GEOTECHNICALGF / GFEGARAGE FLOOR ELEVATION(AT DOOR)GFAGROSS FLOOR AREAGHGRADE HIGH (WALL)GLGRADE LOW (WALL)GRTGRATEGTGREASE TRAPGVGATE VALVEHDPEHIGH DENSITY POLYETHYLENEHORHORIZONTALHPHIGH POINTHWHEADWALLICSINLET CONTROL STRUCTUREINFINFILTRATIONINTINTERSECTIONINVINVERTLFLINEAR FOOTLOCLIMIT OF CLEARINGLODLIMIT OF DISTURBANCELOSLINE OF SIGHTLOWLIMIT OF WORKLPLOW POINTLSLANDSCAPELSALANDSCAPE AREAMAXMAXIMUMMEMATCH EXISTINGMEPMECHANICAL, ELECTRICAL,AND PLUMBINGMHMANHOLEMINMINIMUMMJMECHANICAL JOINTMUTCDMANUAL ON UNIFORM TRAFFICCONTROL DEVICESNOAANATIONAL OCEANIC ANDATMOSPHERICADMINISTRATIONNRCSNATIONAL RESOURCECONSERVATION SERVICEO&MOPERATIONS ANDMAINTENANCEOCON CENTEROCSOUTLET CONTROLSTRUCTUREOGSOIL AND GRIT SEPARATORORDORDINANCEPA / POAPOINT OF ANALYSISPCPOINT OF CURVATUREPCCRPOINT OF CURVATURE, CURBRETURNPERFPERFORATEDPGPROPOSED GRADEPIPOINT OF INTERSECTIONPOGPOINT OF GRADEPPPOLYPROPYLENE PIPEPROPPROPOSEDPTPOINT OF TANGENCYPTCRPOINT OF TANGENCY, CURBRETURNPVIPOINT OF VERTICALINTERSECTIONPVMTPAVEMENTPVTPOINT OF VERTICALTANGENCYRRADIUS / RADIIR/WRIGHT-OF-WAY /RIGHTS-OF-WAYRCPREINFORCED CONCRETE PIPERDROOF DRAINREGSREGULATIONSRELOTO BE RELOCATEDREQREQUIREDRETRETENTIONRETWALLRETAINING WALLRETOTO BE RETURNED TO OWNERRGRAIN GARDENSSLOPESANSANITARY SEWERSESCSOIL EROSION AND SEDIMENTCONTROLSFSQUARE FEETSHLOSTATE HIGHWAY LAYOUTSMHSANITARY MANHOLESTASTATIONSTMSTORM WATER / STORMSEWERSWLSINGLE/SOLID WHITE LINESWPPPSTORMWATER POLLUTIONPREVENTION PLANTBATO BE ABANDONEDTBRTO BE REMOVEDTBVTO BE VACATEDTCTOP OF CURBTcTIME OF CONCENTRATIONTDTRENCH DRAINTELETELECOMMUNICATIONS /TELEDATATPFTREE PROTECTION FENCETRTO REMAINTRANSTRANSITIONTYPTYPICALUGUNDERGROUNDUPUTILITY POLEUSGSUNITED STATES GEOLOGICALSURVEYVERTVERTICALVIFVERIFY IN FIELDWWIDE / WIDTHW/LWATER LINEWMWATER METERWQUWATER QUALITY UNITYDYARD DRAIN#NUMBER#:#SLOPE EXPRESSED INHORIZONTAL:VERTICAL INFEET±PLUS OR MINUS°DEGREEØDIAMETER'FEET/FOOT"INCHESPROP LINE LEGENDPROPERTY LINERIGHT-OF-WAY LINEINTERIOR PROPERTY LINELEASE LINEEASEMENT LINESETBACK LINELIMIT OF WORKLIMIT OF DISTURBANCESAWCUT LINEOVERHEAD WIREELECTRIC LINETELEPHONE LINECABLE LINEGAS LINESTORM SEWERSANITARY MAIN 12" OR GREATERSANITARY MAINSANITARY LATERALSANITARY FORCE MAINWATER MAIN 12" OR GREATERWATER MAINWATER LATERALWATER FIRE LINELOWLODOHETCGSSLFMWWLFPROP SYMBOL LEGENDTYPICAL SIGNTYPICAL BOLLARDUTILITY POLE WITH LIGHTUTILITY POLETYPICAL LIGHTFIRE HYDRANTCLEANOUTSANITARY MANHOLESTORM MANHOLEWATER METERWATER VALVEGAS VALVETEST PITBORINGSDWMGVT-#B-#C/OC-102GENERALNOTESANDLEGENDDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-102 NOTEJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 41530 LOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOW LOW LOW LOWLOWS84°40'38"E 169.02' S12°52'41"W 313.69' N60°19'44"W 175.00' N12°52'41"E 240.90' MAP 311 LOT 86 N/F LANDS OF McDONALD'S CORPORATION LCC #105411 LOT 9 1 STORY FRAME BUILDING "McDONALD'S" BFPA=3,658± SF (TBR) IYANNOUGH ROAD BARNSTABLE R O A D W E S NAD 8 3 "RESERVED PARKING THRU" SIGN (TBR) "MOBILE ORDER CURBSIDE PICKUP" SIGN (TBR) "MCDELIVERY COURIER PARKING" SIGN (TBR) (TBR) (TBR) (TBR) (TBR) SWL (TYP) (TBR) SWL (TYP) (TBR) (TBR) (TBR) "RESERVED PARKING THRU" SIGN (TYP OF 3) (TBR) LIMIT OF CONC CURB (TBR) CONC CURB (TBR) CONC RAMP W/ RAILING (TBR) PAVEMENT MARKING (TBR) SYL (TBR) CANOPY (TYP) (TBR) LSA (TBR) WHITE STRIPING (TBR) PAVEMENT MARKING (TYP) (TBR) "RESERVED PARKING" SIGN AND BOLLARD (TBR) SWL (TYP) (TBR) LIMIT OF CONC CURB (TBR) LIMIT OF CONC CURB (TBR) CONC CURB (TBR) LIMIT OF CONC WALK (TBR) CONC WALK (TBR) LSA (TBR) BRICK WALK (TBR) CONC WALK (TBR) LSA (TBR) LIMIT OF CONC CURB (TBR) LIMIT OF CONC CURB (TBR) CONC CURB (TBR) SWL (TYP) (TBR) LIGHT POLE (RELO) SWL (TBR) GAS METER (TBR) APPROX LIMIT OF UG GAS LINE TO BE CUT AND CAPPED AT PROPERTY LINE. GC SHALL VERIFY EXACT LOCATION OF GAS LINE AND NOTIFY ENGINEER IN WRITING. GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF UG GAS LINE (TBR). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LIMIT OF UG WATER LINE TO BE CUT AND CAPPED AT WATER VALVE. GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF UG WATER LINE (TBR) LIMIT OF UG TELE LINE (RELO). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF UG TELE LINE (RELO) APPROX LOCATION OF UG ELEC LINE (RELO) LIMIT OF UG ELEC LINE (RELO). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF UG ELEC LINE (RELO) LSA (TBR) LIMIT OF UG ELEC LINE (RELO). GC SHALL COORD WITH LOCAL UTILITY COMPANY LIMIT OF UG ELEC LINE (RELO). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF UG ELEC LINE (RELO) CONC DRIVE (TBR) CONC CURB (TBR) BOLLARD (TBR) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) PROP FULL DEPTH PAVEMENT REMOVAL WITHIN LIMITS OF PAVEMENT SAWCUT PROP FULL DEPTH PAVEMENT REMOVAL WITHIN LIMITS OF PAVEMENT SAWCUT PAVEMENT MARKINGS (TYP) (TBR) SYL (TBR) 6" PVC (TBR) 4" PVC (TBR) SYL (TBR) CONC DRIVE WITHIN SAWCUT (TBR) APPROX LIMIT OF WORK (TYP) APPROX LIMIT OF WORK (TYP) LIMIT OF CONC CURB AND DRIVE (TBR) ELEC METER (TBR) TRANSFORMER ON CONC PAD (TBR) BOLLARD (TYP) (TBR) APPROX LOCATION OF UG WATER LINE TO TRASH ENCLOSURE TO BE DISCONNECTED AND ABANDONED IN PLANCE APPROX LOCATION OF UG ELEC LINE (RELO) WHITE STRIPING (TBR) SWL (TYP) (TBR) (TBR) WHITE STRIPING (TBR) SWL (TBR) (TBR) PAVEMENT MARKINGS (TYP) (TBR) PAVEMENT MARKINGS (TYP) (TBR) SYL (TBR) WHITE STRIPING (TBR) WHITE STRIPING (TBR) PROP FULL DEPTH PAVEMENT REMOVAL WITHIN LIMITS OF PAVEMENT SAWCUT PROP 1" MILL AND OVERLAY WITHIN LOW AND OUTSIDE PAVEMENT SAWCUT PROP 1" MILL AND OVERLAY WITHIN LOW AND OUTSIDE PAVEMENT SAWCUT PROP 1" MILL AND OVERLAY WITHIN LOW AND OUTSIDE PAVEMENT SAWCUT CONC PAD WITHIN SAWCUT (TBR) LIMIT OF CONC CURB (TBR) LIMIT OF CONC CURB (TBR) CONC CURB (TBR) THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY 0 SCALE:1" = 20' 20 20510 EXISTING CONDITIONS/ DEMOLITION PLAN C-201 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA250336.00-0B----->LAYOUT: C-201 EXDMJGTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA250336.00-0B JDG CSE 04/08/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS SITE ID: 20-0040 PROPOSED RESTAURANT W/ DRIVE-THRU 654 IYANNOUGH ROAD BARNSTABLE COUNTY HYANNIS, MASSACHUSETTS MAP 311, LOT 86 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/08/2026 ISSUED FOR ENTITLEMENTS 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESTMBOHLER Apr 08, 2026Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEERCOMMONWEALTH OF MASS A CHUSETTSR EGIST E R E DPRO F ESSIONA L E N G IN EERJOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (WATER, SEWER, ELECTRIC, TELECOM, GAS) AND DRAINAGE PRIOR TO ORDERING OF MATERIALS. GC SHALL REPORT ANY DISCREPANCIES OR CONFLICTS TO THE DESIGN ENGINEER IN WRITING MASSACHUSETTS DEMOLITION NOTES (Rev. 10/2025) 1.THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED AND/OR REMAIN. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 2.CONTRACTOR MUST FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR MUST NOTIFY DESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATION OF ALL PROPOSED IMPROVEMENTS. 3.CONTRACTOR MUST INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTS RE-USE TO VERIFY SUITABILITY FOR SAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTOR MUST PROVIDE A NEW STRUCTURE. THE CONTRACTOR MUST COORDINATE SUCH WORK WITH THE APPLICABLE UTILITY PROVIDER. 4.CONTRACTOR TO REMOVE ANY BUILDING FOUNDATION REMAINS OR ASSOCIATED IMPROVEMENTS, DELETERIOUS MATERIALS, AND/OR DEBRIS THAT IMPEDE THE WORK SHOWN ON THESE PLANS. 5.THE CONTRACTOR MUST REVIEW THE PLANS VERSUS THE LOCATION OF EXISTING STRUCTURES, UTILITIES AND APPURTENANCES IN THE FIELD TO CONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THE CONTRACTOR MUST CARRY COSTS FOR REMOVAL OF ANY EXISTING STRUCTURES, APPURTENANCES, AND UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, DRAIN, WATER, SEWER, STEAM, IRRIGATION, GAS, TELECOM AND ELECTRIC. 6.THE CONTRACTOR MUST MAINTAIN, ADJUST OR ABANDON EXISTING MONITORING WELLS IN ACCORDANCE WITH THE DIRECTION OF THE ENVIRONMENTAL CONSULTANT (TYP). 7.WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT OR COMBINATION THEREOF IT IS SHOWN ADJACENT TO THESE FEATURES FOR GRAPHICAL CLARITY. 8.EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATED OTHERWISE. REASONABLE CARE AND CAUTION MUST BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGE AND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DO NOT CONFLICT WITH THE DEVELOPMENT. 9.CONTRACTOR MUST REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN EXISTING OR PROPOSED RIGHTS OF WAYS. ANY SUCH WORK MUST BE PERFORMED BY A LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGED LOOPS OR OTHER SIGNAL EQUIPMENT MUST BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR MUST BE AVAILABLE TO MAKE ANY TEMPORARY SIGNAL CHANGES IF REQUESTED BY DOT AND/OR THE MUNICIPALITY. 10.THE CONTRACTOR MUST FIELD VERIFY THE LOCATIONS WHERE PROPOSED UTILITIES CROSS EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11.CONTRACTOR MUST LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTING MAIN AND/OR PROPERTY LINE. THESE SERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL / STATE TRANSPORTATION DEPARTMENT REQUIREMENTS. LOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOW LOW LOW LOWLOWS84°40'38"E 169.02' S12°52'41"W 313.69' N60°19'44"W 175.00' N12°52'41"E 240.90' MAP 311 LOT 86 N/F LANDS OF McDONALD'S CORPORATION LCC #105411 LOT 9 IYANNOUGH ROAD BARNSTABLE R O A D W E S NAD 8 3 APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF WORK (TYP) APPROX LIMIT OF WORK (TYP) 100 ' Q U E U E LE N G T H 12 PROP 2025 SERIES BB20-4590-WW-HB McDONALD'S RESTAURANT (4,192 SF) (48 SEATS)RDRDRDRDRDRDRD91.9 '96.6 ' 25.9' 19.1' 45.1' 3 PROP CASH WINDOW AND LOOP DETECTOR PROP PRESENT WINDOW AND LOOP DETECTOR PROP PULL FORWARD WINDOW APPROX LOCATION OF MERGE POINT CAMERA. GC SHALL COORD FINAL LOCATION WITH OWNER/ OPERATOR PRIOR TO CONSTRUCTION PROP 6' TRANS CURB LIMIT OF PROP CONC CURB LIMIT OF PROP CONC CURB LIMIT OF PROP CONC CURB 8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL8"/SYSL 8"/SYSL 2 13 D D D E F G H I G J K K L L M M N N P M09 M09 M13 HM13 M14 M18 M23 M24 M28 M28 CC6 CC6 CSW CSW CSW CSW CPS APS SBC SBL LLA LLA LLA LLA SMB 13a 14 M28 M12 M12 CC6 PS4 ILP LLA M21 M22 PTA LIMIT OF PROP CONC CURB CPS PROP 6' TRANS CURB (TYP OF 2) PSD PSD M24 PROP 7' TRANS CURB PROP 5' TRANS CURB EPM CPS PS4 PS4 APS PS4 PSB M21 M21 M21 PTA PTAPTA PTA PTA PTA PS4 2 6 PMOPMO PMO PMO M24 5.0'5.0 ' 10.0' 18.5' (EXIST) 5.0' 9.5' 5.0' (EXIST)6.0 '6.0 '8.0'8.0'8.0'(EXIST)10.0 '32.6 '42.3 '83.6'(BLDG)49.4' (CANOP Y )79.6 ' (BLDG ) 66.1' (CANOP Y )16.0 ' (EX IST) 10.0' 10.0' 19.4' (EXIST) 9.6 ' (E X I S T ) 19.0' (EXIST) 9. 1 ' ( E X I S T )25.3 '11.0'(EXIST)11.0'(EXIST)5.1' (EXIST) 5.0' (EXIST)23.3 '12.5 ' (EX IST ) 3.1' (EXIST) 5.5' (EXIST) 19.6' (EXIST)8.6'(EXIST)17.2' (EXIST)9.1'(EXIST)18.4'(EXIST)9.4' (EXIST)8.8 '(EXIST)8.4 '(EXIST)8"/SYSLI M14 PTA 02 07 M17O 10'R 5'R 25'R 25'R 20'R 15'R 65'R 46°90°80°90°66°77°30.0' SBL SBL SBL LIMIT OF PROP CONC CURB LIMIT OF PROP CONC CURB CC6 C/O C/O C/O C/O T C/O PROPOSED M09 PROP AUTO LOOP DETECTOR M13 PROP "CURBSIDE PICK-UP" PARKING SIGN M14 PROP "MCDELIVERY" PARKING SIGN M18 PROP HANDRAIL (REFER TO ARCH PLANS) M23 PROP "THANK YOU" PAINTED LETTERS M24 PROP 6" PAINTED PMS 123 YELLOW STRIPE M28 PROP MOBILE ORDER PAVEMENT MARKING APS PROP ACCESSIBLE PARKING STALL CC6 PROP 6" PRECAST CONCRETE CURB CPS PROP CONCRETE PAD CSW PROP CONCRETE SIDEWALK PS4 PROP 4"/SWSL @45 DEGREES 2' OC SBC PROP BUILDING CANOPY (REFER TO ARCH PLANS) SBL PROP BOLLARD (REFER TO ARCH PLANS) SMB PROP BOLLARD MOUNTED SIGN 13a PROP 'RESERVED PARKING' SIGN (WITHOUT ARROW) (MUTCD R7-8)(MOD.) 14 PROP 'VAN ACCESSIBLE' SIGN (MUTCD R7-8p) M12 PROP "DRIVE-THRU RESERVED" PARKING SIGN ILP PROP RELOCATED LIGHT POLE LLA PROP LANDSCAPED AREA M21 PROP PAINTED TRAFFIC ARROWS AND LETTERS M22 PROP SINGLE / DOUBLE HEADED ARROW PTA PROP PAINTED TRAFFIC ARROW PSD PROP STANDARD DUTY ASPHALT PAVEMENT EPM PROP PAD MOUNTED ELECTRIC TRANSFORMER (GC TO COORD FINAL LOCATION AND BOLLARD CONFIGURATION WITH UTILITY PROVIDER PSB PROP PAINTED STOP BAR PMO PROP 1" MILL AND OVERLAY WITHIN LOW AND OUTSIDE PAVEMENT SAWCUT 07 PROP 'RIGHT ONLY' SIGN (MUTCD R3-5R) 02 PROP 'YIELD' SIGN (MUTCD R1-2) M17 PROP "PLEASE HAVE YOUR PAYMENT READY" SIGN C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA250336.00-0B----->LAYOUT: C-301 SITEJGTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA250336.00-0B JDG CSE 04/08/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS SITE ID: 20-0040 PROPOSED RESTAURANT W/ DRIVE-THRU 654 IYANNOUGH ROAD BARNSTABLE COUNTY HYANNIS, MASSACHUSETTS MAP 311, LOT 86 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/08/2026 ISSUED FOR ENTITLEMENTS 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESTMBOHLER Apr 08, 2026Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEERCOMMONWEALTH OF MASS A CHUSETTSR EGIST E R E DPRO F ESSIONA L E N G IN EERJOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 ZONING TABLE ZONE: HIGHWAY BUSINESS (HB) DISTRICT AND GROUNDWATER PROTECTION (GP) OVERLAY DISTRICT USE: RESTAURANT WITH DRIVE-THROUGH MAP 311, LOT 86 APPLICANT/ OWNER INFORMATION APPLICANT: McDONALD'S USA, LLC 110 N CARPENTER ST CHICAGO, IL 60607 PROPERTY OWNER: McDONALD'S CORPORATION 50 OLIVER ST, STE W-1B NORTH EASTON, MA 02356 BULK REQUIREMENTS ITEM PERMITTED EXISTING PROPOSED MIN LOT AREA 15,000 SF 46,459 SF (1.07 AC)NO CHANGE MIN LOT FRONTAGE 20.0'175.0'NO CHANGE MIN LOT WIDTH 100.0'167.5'NO CHANGE MIN YARD SETBACKS FRONT YARD 40.0'99.0'83.6' SIDE YARD 10.0'49.3'49.4' REAR YARD 20.0'76.1'79.6' MAX PERMITTED HEIGHT 38.0' (OR 3 STORIES)19.6'19.5' MAX LOT COVERAGE 15.0%75.3% (34,995 SF) (E)73.2% (34,026 SF) (E) MIN PARKING SETBACKS FRONT 40.0'11.0' (E)NO CHANGE SIDE 10.0'3.1' (E)NO CHANGE REAR 10.0'7.0' (E)12.5' KEY =VARIANCE REQUIRED (E) = EXISTING NON-CONFORMING PARKING REQUIREMENTS ITEM PERMITTED EXISTING PROPOSED MIN STALL SIZE 9' X 21'8.3' X 17.5' (E)NO CHANGE MIN AISLE WIDTH 18'17.2' (E)NO CHANGE MIN NUMBER OF STALLS 37 48 38 MIN NUMBER OF ADA STALLS 2 3 2 REQUIRED PARKING: RESTAURANT WITH DRIVE-THROUGH USE: 1 SPACE PER 3 SEATS + 1 SPACE PER 2 EMPLOYEES + 5 SPACES PER TAKEOUT AREA (1 SPACE / 3 SEATS) X 48 SEATS + (1 SPACE / 2 EMPLOYEES) X 12 EMPLOYEES + (5 SPACES / TAKEOUT AREA) X 3 TAKEOUT AREAS = 37 SPACES KEY =VARIANCE REQUIRED (E) = EXISTING NON-CONFORMING MCDONALD'S BUILDING SIGNAGE TABLE SYM DESCRIPTION PROPOSED AREA PERMITTED AREA EXISTING AREA NEXT GEN 24" WORDMARK "MCDONALD'S" SIGN NONE MAX AREA OF ALL SIGNS SHALL NOT EXCEED 10% OF PRIMARY BUILDING FACADE AREA OR 100 SF WHICHEVER IS LESS PRIMARY BUILDING FACADE AREA = 91.8' X 18.8' = 1,726 SF MAX AREA = 1,726 SF X 0.1 = 173 SF = 100 SF NONE 42" NEXT GEN ILLUMINATED BUILDING ARCH LED SIGN NONE NONE "WELCOME" SIGN NONE 1 @ 2.6 SF/EA (TBR) DRIVE-THRU TRELLIS DECALS (3-WINDOW OPT)3 @ 2.4 SF 3 @ 2.4 SF/EA (TBR) "MCDELIVERY" BLADE SIGN 1 @ 2.2 SF NONE "MOBILE ORDER" BLADE SIGN 1 @ 2.2 SF NONE TOTAL PROP # OF SIGNS = 5 PROP AREA OF SIGNS = 11.6 SF EX # OF SIGNS (TBR) = 4 EX AREA OF SIGNS (TBR) = 9.8 SF A B C D E F MCDONALD'S DRIVE-THRU SIGNAGE TABLE SYM DESCRIPTION PROPOSED AREA PERMITTED AREA EXISTING AREA DRIVE THRU RESERVED SIGN 3 @ 3.5 SF/EA MAX HEIGHT = 7.0 FT N/S 4 @ 3.5 SF/EA (TBR) MAX HEIGHT = 7.0 FT CURBSIDE PICK UP SIGN 6 @ 3.5 SF/EA MAX HEIGHT = 7.0 FT N/S 2 @ 3.5 SF/EA (TBR) MAX HEIGHT = 7.0 FT MCDELIVERY SIGN 2 @ 3.5 SF/EA MAX HEIGHT = 7.0 FT N/S 2 @ 3.5 SF/EA (TBR) MAX HEIGHT = 7.0 FT DOUBLE WELCOME POINT GATEWAY N/A N/S 1 @ 8.4 SF/EA (TR) MAX HEIGHT = 11 FT SLIM SPRINGBOARD CANOPY "ORDER HERE"N/A N/S 2 @ 1.2 SF/EA (TR) MAX HEIGHT = 11.5 FT DOUBLE OUTDOOR DISPLAY MENU BOARD N/A N/S 2 @ 20.0 SF/EA (TR) MAX HEIGHT = 5.9 FT PRE-BROWSE MENU BOARD N/A N/S 2 @ 10.0 SF/EA (TR) MAX HEIGHT = 5.9 FT 24" DIRECTIONAL SIGN (BRANDED)N/A MAX AREA = 1 SF MAX HEIGHT = 3 SF MAX # = 4 SIGNS 2 @ 2.0 SF/EA (TR) MAX HEIGHT = 6.0 FT PLEASE HAVE YOUR PAYMENT READY SIGN 1 @ 2.1 SF/EA MAX HEIGHT = 4.1 FT N/S NONE TOTAL PROP # OF SIGNS = 12 PROP AREA OF SIGNS = 40.6 SF EX # OF SIGNS (TBR) = 8 EX AREA OF SIGNS (TBR) = 28 SF EX # OF SIGNS (TR) = 9 EX AREA OF SIGNS (TR) = 74.8 SF G H I J K L M N O MCDONALD'S FREESTANDING SIGNAGE TABLE SYM DESCRIPTION PROPOSED AREA PERMITTED AREA EXISTING AREA 25 FT POLE SIGN NONE 1 @ MAX 10' IN HEIGHT 1 @ UNKNOWN SF (TR) MAX HEIGHT = UNKNOWN FT TOTAL PROP # OF SIGNS = 0 PROP AREA OF SIGNS = 0 SF EX # OF SIGNS (TR) = 1 EX AREA OF SIGNS (TR) = UNKNOWN SF P PAVEMENT STRIPING LEGEND 4"/DYSL = 4" DOUBLE YELLOW SOLID LINE 6"/SYSL = 6" SINGLE YELLOW SOLID LINE 8"/ SYSL = 8" SINGLE YELLOW SOLID LINE 4"/SWSL = 4" SINGLE WHITE SOLID LINE MASSACHUSETTS SITE NOTES (Rev. 10/2025) 1.WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIME FRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 2.ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND GEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT MUST GOVERN. 3.THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES. 4.THE CONTRACTOR MUST REPAIR OR REPLACE IN KIND, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 5.WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT. 6.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN. 7.CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR MUST PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. MASSACHUSETTS ACCESSIBILITY DESIGN GUIDELINES (Rev. 10/2025) 1.IN ADDITION TO THE ACCESSIBILITY DESIGN GUIDELINES ON SHEET C-102, THE CONTRACTOR MUST ALSO ENSURE THAT ALL ACCESSIBLE COMPONENTS AND ACCESSIBLE ROUTES ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) REGULATIONS 521 CMR. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES BETWEEN THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE, AAB, AND STATE BUILDING CODE AS IT RELATES TO ANY ACCESSIBLE IMPROVEMENTS BEING CONSTRUCTED PRIOR TO COMMENCING THE WORK. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES MAINTENANCE OF A CLEAR SIGHT LINE IS THE RESPONSIBILITY OF THE PROPERTY OWNER LOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOW LOW LOW LOWLOWS84°40'38"E 169.02' S12°52'41"W 313.69' N60°19'44"W 175.00' N12°52'41"E 240.90' MAP 311 LOT 86 N/F LANDS OF McDONALD'S CORPORATION LCC #105411 LOT 9 IYANNOUGH ROAD BARNSTABLE R O A D W E S NAD 8 3 APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF WORK (TYP) APPROX LIMIT OF WORK (TYP) PROP 2025 SERIES BB20-4590-WW-HB McDONALD'S RESTAURANT (4,192 SF) (48 SEATS)RDRDRDRDRDRDRD56 5555 55ET&C WL WL WLWLWLWLWL WL WL WL WL WL WL WLWLWLWLWLWLC/O C/O S L SLSLSLSLSLVVVVVVC/O SLC/O E E E TCE E E E EEEEEEEEET EWLWLWLWLWLWLWLWLWLC/O APPROX LOCATION OF PROP 3" DOWNSPOUT CONN TO CANOPY. COORD WITH ARCH / MEP PLANS (TYP OF 7) INV 52.45± INV 51.15± INV 51.85± INV 51.65± INV 52.20± PROP 57 LF 3" HDPE @ 2.89% PROP 37 LF 3" HDPE @ 3.24% INV 51.25± PROP 33 LF 3" HDPE @ 3.94% PROP 81 LF 3" HDPE @ 2.04% PROP 9 LF 3" HDPE @ 6.67% PROP 29 LF 3" HDPE @ 2.76% PROP 8 LF 3" HDPE @ 3.13% PROP 6" ROOF DRAIN CONN INV 52.45± PROP 52 LF 6" HDPE @ 2.98% INV 50.80± INV 50.80± INV 50.90± PROP LEVEL LANDING NOT TO EXCEED 2.0% SLOPE IN ALL DIRECTIONS PROP ACCESSIBLE AREA NOT TO EXCEED 2.0% CROSS SLOPE AND 5.0% RUNNING SLOPE PROP ACCESSIBLE PARKING AREA NOT TO EXCEED 2.0% SLOPE IN ALL DIRECTIONS PROP ACCESSIBLE AREA NOT TO EXCEED 2.0% CROSS SLOPE AND 5.0% RUNNING SLOPE PROP ACCESSIBLE AREA NOT TO EXCEED 2.0% CROSS SLOPE AND 5.0% RUNNING SLOPE PROP LEVEL LANDING NOT TO EXCEED 2.0% SLOPE IN ALL DIRECTIONS FF 55.85 GC SHALL RECONSTRUCT CONC CURB AS NEEDED TO ENSURE POSITIVE DRAINAGE TO EX CATCH BASIN EX DMH RIM TO BE RESET RIM 54.75± EX EMH RIM TO BE RESET AS NECESSARY RIM 54.40± TC 56.15 ME|BC 55.65± TC 55.85 BC 55.35 G 55.25 G 55.15 G 55.30 G 55.30 TC 55.85 BC 55.35 TC 55.85 BC 55.35 TC 55.85 BC 55.35 TC 55.85 BC 55.35 G 55.15 ME|G 55.31± ME|G 55.24± ME|G 55.30± ME|G 55.27± ME|G 55.04± ME|G 54.77±ME|G 55.30± TC 55.80 ME|BC 55.30± TC 55.65 ME|BC 55.15± TC 55.50 ME|BC 55.00± ME|G 55.59± ME|G 55.52± ME|G 55.70± ME|G 55.75± FLUSH ME|G 55.40± TC 55.45 ME|BC 54.95± TC 55.65 BC 55.15 TC 55.65 BC 55.15 ME|G 54.39± ME|G 54.78± ME|G 54.87± ME|G 54.97± TC 55.85 BC 55.35 G 55.85 FF 55.85 G 55.60 G 55.55 G 55.85 FF 55.85 FF 55.85FF 55.85FF 55.85 FF 55.85 G 55.85G 55.85 G 55.85 G 55.85 G 55.85 ME|G 55.50± ME|G 55.45± G 55.80G 55.80 G 55.80 TC 55.45 ME|BC 54.95±G 55.50 G 55.70G 55.70 G 55.70 TC 55.65 BC 55.15 G 55.70 G 55.70 G 55.51 FLUSH G 55.20 FLUSH G 55.20 ME|TC 55.70± ME|BC 55.20± ME|G 54.83± ME|G 55.05± G 55.30 FLUSH G 55.25 FLUSH G 55.25 TC 55.75 ME|BC 55.25± TC 55.75 BC 55.25 ME|G 54.65± ME|G 54.15± ME|G 54.69± ME|G 54.65± ME|G 54.63± ME|G 54.71± ME|G 54.72± ME|G 54.74± ME|G 54.70± ME|G 54.44± ME|G 54.33± ME|TC 54.87± ME|BC 54.37± ME|TC 54.40± ME|BC 53.90±TC 54.65 ME|BC 54.15± TC 56.00 ME|BC 55.50± ME|G 54.46± ME|G 55.28± ME|G 54.32± ME|G 54.54± G 55.50 G 55.80G 55.80 ME|TC 54.82± ME|BC 54.32± G 55.23 TC 54.85 BC 54.35 TC 54.70 BC 54.20 TC 54.65 BC 54.15 ME|TC 54.53± ME|BC 54.03± ME|G 54.10± ME|G 54.50± G 55.00 ME|G 54.87± ME|G 54.77± ME|G 55.23± ME|G 54.03± ME|G 54.08± ME|G 54.32± ME|G 54.84± C-401 GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA250336.00-0B----->LAYOUT: C-401 GRDRJGTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA250336.00-0B JDG CSE 04/08/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS SITE ID: 20-0040 PROPOSED RESTAURANT W/ DRIVE-THRU 654 IYANNOUGH ROAD BARNSTABLE COUNTY HYANNIS, MASSACHUSETTS MAP 311, LOT 86 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/08/2026 ISSUED FOR ENTITLEMENTS 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESTMBOHLER Apr 08, 2026Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEERCOMMONWEALTH OF MASS A CHUSETTSR EGIST E R E DPRO F ESSIONA L E N G IN EERJOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (WATER, SEWER, ELECTRIC, TELECOM, GAS) AND DRAINAGE PRIOR TO ORDERING OF MATERIALS. GC SHALL REPORT ANY DISCREPANCIES OR CONFLICTS TO THE DESIGN ENGINEER IN WRITING MASSACHUSETTS GRADING NOTES (Rev. 10/2025) 1.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY SIX (6) INCHES ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 1.5% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 3.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (GH & GL) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF THE TOP AND THE BOTTOM OF THE WALL AND DO NOT REPRESENT THE OVERALL HEIGHT OF THE WALL TO ITS EXTENTS (I.E. ANY CAP UNITS OR COURSES BELOW GRADE INCLUDING FOOTINGS ARE EXCLUDED). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. 4.MSE OR GRAVITY BLOCK WALLS MUST BE CONSTRUCTED SUCH THAT UPON COMPLETION OF CONSTRUCTION THERE IS NO UNFINISHED SURFACE OR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAP STONES) 5.STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTO THE RIGHT-OF-WAY OR ADJACENT PROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNER SHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTO ADJACENT PROPERTIES MUST BE CONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES. 6.BEFORE COMMENCING GRADING WORK, CONTRACTOR MUST SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDED FOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD. 7.REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA GUIDELINES AND REQUIREMENTS. 8.FOR ALL RETAINING WALLS FOUR (4) FEET OR GREATER IN HEIGHT (HEIGHT AS DEFINED IN INTERNATIONAL BUILDING CODE AND STATE BUILDING CODE): A.THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE-SPECIFIC RETAINING WALL DESIGN PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATE WHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLE ELEVATION, EXISTING & PROPOSED SURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES, ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADS AND OTHER SITE AMENITIES THAT COULD HAVE AN INFLUENCE OR IMPACT ON THE RETAINING WALL(S) CONSTRUCTABILITY AND/OR LONGEVITY MUST BE CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS. B.PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FOR FACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION AND DESIGN PROPERTIES AS NOTED ABOVE MUST BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 9.CONTRACTOR MUST INSTALL CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENT WIDTH ALONG LENGTH OF PROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AAB REQUIREMENTS. 10.CONTRACTOR MUST REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES AND PROVIDE FALL PROTECTION (E.G. FENCING OR RAILING) IN ACCORDANCE WITH SAID CODE. 11.CONTRACTOR MUST COORDINATE WITH OWNER/OPERATOR TO REVIEW EXISTING DEPRESSIONS WITHIN EXISTING PAVEMENT AREAS TO REMAIN AND MUST CONFIRM THAT THE SCOPE OF WORK MUST PROVIDE POSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING. MASSACHUSETTS DRAINAGE NOTES (Rev. 10/2025) 1.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 2.STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS INDICATED ON THE PLANS OTHERWISE. 3.UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 PVC OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. DRAIN PIPE INSTALLED WITH OVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATER CONDITIONS SHALL BE SANITITE HP POLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT. ALL WET UTILITIES WITHIN 10-FT OF THE BUILDING, INCLUDING OIL/WATER SEPARATOR (IF APPLICABLE), ARE GOVERNED BY THE MASSACHUSETTS UNIFORM STATE PLUMBING CODE (248 CMR 10.00). SEE PLUMBING PLANS FOR PIPE MATERIAL WITHIN 10-FT OF THE BUILDING. WET UTILITIES ARE DRAWN TO THE BUILDING FACE FOR COORDINATION PURPOSES ONLY LOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOW LOW LOW LOWLOWS84°40'38"E 169.02' S12°52'41"W 313.69' N60°19'44"W 175.00' N12°52'41"E 240.90' MAP 311 LOT 86 N/F LANDS OF McDONALD'S CORPORATION LCC #105411 LOT 9 IYANNOUGH ROAD BARNSTABLE R O A D W E S NAD 8 3 APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF WORK (TYP) APPROX LIMIT OF WORK (TYP) PROP 2025 SERIES BB20-4590-WW-HB McDONALD'S RESTAURANT (4,192 SF) (48 SEATS)RDRDRDRDRDRDRDET&C WL WL WLWLWLWLWL WL WL WL WL WL WL WLWLWLWLWLWLC/O C/O S L SLSLSLSLSLVVVVVVC/O SLC/O E E E TCE E E E EEEEEEEEEAPPROX LOCATION OF PROP WATER CONN. COORD WITH ARCH / MEP PLANS PROP WATER CONN TO EX WATER VALVE. GC SHALL COORD WITH LOCAL UTILITY COMPANY PROP 2" TYPE K COPPER DOMESTIC WATER SERVICE LINE PROP WATER AND SEWER CROSSING PER TOWN OF BARNSTABLE REQUIREMENTS INV 52.35± INV 51.85± PROP 22 LF 4" DUCTILE IRON @ 2.95% PROP VENT LINE. GC SHALL COORD MATERIAL, SIZE, AND LOCATION WITH ARCH / MEP PLANS INV 51.75± PROP 31 LF 6" DUCTILE IRON @ 2.00% PROP 54 LF 6" SDR-35 @ 2.13% PROP CONN TO EX GREASE TRAP INV IN 51.2±ME (PROP 4" DUCTILE IRON) INV OUT 50.8± (EX 6" PVC) GC SHALL CONFIRM HS-20 LOAD RATING IS MAINTAINED. PRIOR TO CONSTRUCTION, GC SHALL CONFIRM EXACT LOCATION, SIZE, AND INVERT OF EX GREASE TRAP AND NOTIFY ENGINEER IN WRITING SHOULD CONFLICT OCCUR. GC SHALL COORD CONN WITH LOCAL UTILITY COMPANY PROP CONN TO EX SMH RIM 55.03± INV IN 50.60 (PROP 6" SDR-35) INV IN 50.6± (EX 6" PVC) INV OUT 50.5± (EX 6" PVC) PRIOR TO CONSTRUCTION, GC SHALL CONFIRM EXACT LOCATION, SIZE, AND INVERT OF EX SMH AND NOTIFY ENGINEER IN WRITING SHOULD CONFLICT OCCUR. GC SHALL COORD CONN WITH LOCAL UTILITY COMPANY PROP RELOCATED ELEC LINES (TYP). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF ELEC SERVICE CONN. COORD WITH ARCH / MEP PLANS PROP RELOCATED ELEC LINE TO LIGHT POLE. GC SHALL COORD WITH LOCAL UTILITY COMPANY LIMIT OF PROP RELOCATED TELE LINE. GC SHALL COORD WITH LOCAL UTILITY COMPANY T EPROP RELOCATED ELEC AND TELE LINES (TYP). GC SHALL COORD WITH LOCAL UTILITY COMPANY PROP RELOCATED ELEC LINE (TYP). GC SHALL COORD WITH LOCAL UTILITY COMPANY APPROX LOCATION OF PROP PAD-MOUNTED TRANSFORMER. GC TO CONFIRM FINAL LOCATION AND BOLLARD CONFIGURATION WITH UTILITY COMPANY LIMIT OF PROP RELOCATED ELEC LINE. GC SHALL COORD WITH LOCAL UTILITY COMPANY. GC SHALL ENSURE POWER IS MAINTAINED TO ALL LIGHT POLES LIMIT OF PROP RELOCATED ELEC LINE. GC SHALL COORD WITH LOCAL UTILITY COMPANY. GC SHALL ENSURE POWER IS MAINTAINED TO ALL LIGHT POLES AND DRIVE-THRU EQUIPMENT WLWLWLWLWLWLWLWLWLC/O FF 55.85 C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA250336.00-0B----->LAYOUT: C-501 UTILJGTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA250336.00-0B JDG CSE 04/08/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS SITE ID: 20-0040 PROPOSED RESTAURANT W/ DRIVE-THRU 654 IYANNOUGH ROAD BARNSTABLE COUNTY HYANNIS, MASSACHUSETTS MAP 311, LOT 86 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/08/2026 ISSUED FOR ENTITLEMENTS 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESTMBOHLER Apr 08, 2026Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEERCOMMONWEALTH OF MASS A CHUSETTSR EGIST E R E DPRO F ESSIONA L E N G IN EERJOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (WATER, SEWER, ELECTRIC, TELECOM, GAS) AND DRAINAGE PRIOR TO ORDERING OF MATERIALS. GC SHALL REPORT ANY DISCREPANCIES OR CONFLICTS TO THE DESIGN ENGINEER IN WRITING ALL WET UTILITIES WITHIN 10-FT OF THE BUILDING, INCLUDING OIL/WATER SEPARATOR (IF APPLICABLE), ARE GOVERNED BY THE MASSACHUSETTS UNIFORM STATE PLUMBING CODE (248 CMR 10.00). SEE PLUMBING PLANS FOR PIPE MATERIAL WITHIN 10-FT OF THE BUILDING. WET UTILITIES ARE DRAWN TO THE BUILDING FACE FOR COORDINATION PURPOSES ONLY MASSACHUSETTS UTILITY NOTES (Rev. 10/2025) 1.THE CONTRACTOR'S PRICE FOR WATER AND SEWER SERVICE INSTALLATIONS MUST INCLUDE ALL FEES, COSTS, AND APPURTENANCES REQUIRED BY THE UTILITY PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK) TO PROVIDE FULL AND COMPLETE WORKING SERVICE, INCLUDING (BUT NOT LIMITED TO) NECESSARY FEES, TESTING, DISINFECTING, INSPECTIONS, ROAD OPENING & BACKFILL REQUIREMENTS, TRAFFIC CONTROL AND SURETY BONDS AS DEFINED BY THE PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK). 2.ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES MUST BE COORDINATED BY THE CONTRACTOR WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT. 3.SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST TEN (10) FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES OF VERTICAL SEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST TEN (10) FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BE PROVIDED. ALL CROSSINGS MUST BE IN ACCORDANCE WITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIES REGULATIONS. 4.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X 4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 5.UNLESS INDICATED OTHERWISE, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC., MUST BE INSTALLED UNDERGROUND. ALL NEW UTILITY SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 6.SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. SANITARY LATERAL(S) MUST BE PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 7.UNLESS CLEARLY INDICATED OTHERWISE ALL SANITARY PIPE MUST BE: A.FOR PIPES LESS THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. B.FOR PIPES GREATER THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. C.UNLESS LOCAL OR STATE BUILDING / PLUMBING CODE CLEARLY SPECIFIES DIFFERENTLY, SANITARY LATERALS MUST BE PVC SDR 26. D.FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN TEN (10) FEET OF A BUILDING, PIPE MATERIAL MUST COMPLY WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES. CONTRACTOR MUST REFER TO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCAL OFFICIAL PRIOR TO ORDERING OF MATERIALS. E.CONTRACTOR MUST VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS AN EXTERIOR GREASE INTERCEPTOR) OR OTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FOR COMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES PRIOR TO ORDERING OF MATERIALS. 8.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 9.GAS METERS MUST BE PROTECTED AS REQUIRED BY THE JURISDICTIONAL GAS PROVIDER. 10.TRANSFORMERS AND SWITCH GEARS: GC MUST PROVIDE ALL APPURTENANCES IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES MUST INCLUDE, BUT NOT BE LIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (IF REQUIRED), BOLLARD / VEHICULAR PROTECTION, AND OTHER ITEMS AS MAY BE REQUIRED BY THE UTILITY PROVIDER FOR INSTALLATION OF THE TRANSFORMER AND SWITCH GEAR (IF REQUIRED). GC MUST COORDINATE ALL ASPECTS OF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN WRITING. LOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOW LOW LOW LOWLOWMAP 311 LOT 86 N/F LANDS OF McDONALD'S CORPORATION LCC #105411 LOT 9 IYANNOUGH ROAD BARNSTABLE R O A D W E S NAD 8 3 APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF PAVEMENT SAWCUT (TYP) APPROX LIMIT OF WORK (TYP) APPROX LIMIT OF WORK (TYP) PROP 2025 SERIES BB20-4590-WW-HB McDONALD'S RESTAURANT (4,192 SF) (48 SEATS)RDRDRDRDRDRDRD56 5555 55ET&C WL WL WLWLWLWLWL WL WL WL WL WL WL WLWLWLWLWLWLC/O C/O S L SLSLSLSLSLVVVVVVC/O SLC/O E E E TCE E E E EEEEEEEEET EWLWLWLWLWLWLWLWLWLC/O FF 55.85FSFS FS FS FS FS FS FS PROP STABILIZED CONSTRUCTION ENTRANCE/EXIT 50.0'32.0' PROP FILTER SOCK (TYP). GC SHALL REMOVE AND RESET DAILY FSFS PROP FILTER SOCK (TYP) SHOWN OFFSET FROM LOW FOR GRAPHICAL PURPOSES PROP INLET PROTECTION. REFER TO DETAIL (TYP OF 5)FSFSFS PROP TEMPORARY SOIL STOCKPILE AREA SURROUNDED BY FILTER SOCK LIMIT OF DISTURBANCE AREA: 38,550 SF (0.88 AC) LIMIT OF PROP FILTER SOCK LIMIT OF PROP FILTER SOCK C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR M:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA250336.00-0B----->LAYOUT: C-801 EROSJGTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA250336.00-0B JDG CSE 04/08/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS SITE ID: 20-0040 PROPOSED RESTAURANT W/ DRIVE-THRU 654 IYANNOUGH ROAD BARNSTABLE COUNTY HYANNIS, MASSACHUSETTS MAP 311, LOT 86 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/08/2026 ISSUED FOR ENTITLEMENTS 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESTMBOHLER Apr 08, 2026Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEERCOMMONWEALTH OF MASS A CHUSETTSR EGIST E R E DPRO F ESSIONA L E N G IN EERJOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES C-802EROSION ANDSEDIMENTCONTROLNOTES ANDDETAILSDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-802 ERODJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 41530MASSACHUSETTS EROSION AND SEDIMENT CONTROL NOTES(Rev. 10/2025)1.ALL SEDIMENT AND EROSION CONTROL MEASURES MUST BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT ANDEROSION CONTROL MANUAL.2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUMTIME. AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT AMINIMUM, AREAS MUST BE PERMANENTLY STABILIZED ACCORDING TO THE CURRENT EDITION OF THE STORMWATER POLLUTIONPREVENTION PLAN (SWPPP), OR IN THE ABSENCE OF A SWPPP, THEY MUST BE PERMANENTLY STABILIZED WITHIN FOURTEEN (14)DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THEDISTURBANCE IS WITHIN 100 FEET OF A STREAM, POND OR WETLANDS, THE AREA MUST BE STABILIZED WITHIN SEVEN (7) DAYS ORPRIOR TO ANY STORM EVENT.3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THECONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING MUST BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPESGREATER THAN 8%.4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPERINSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5.5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY SEVEN (7) DAYS AND IMMEDIATELYFOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION ORDECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHENDEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES MUST REMAIN IN PLACEAND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROLDEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES MUST REMAIN IN PLACEAND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, MUST BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ONTHE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 MUST BE DESIGNED BY A GEOTECHNICAL ENGINEER.7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARYMULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXTRECOMMENDED SEEDING PERIOD.8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED MUST BE COMPLETED 45 DAYS PRIOR TO THEFIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS.9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL STANDARDS.10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBEDAREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED IN ACCORDANCE WITH THE LANDSCAPE PLAN.11.ALL TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROLMEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES MUST REMAIN INPLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.12.WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, FILTER SOCKS, SILT FENCE OR A COMBINATIONTHEREOF.13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM MUST HAVE AN EXPOSURE WINDOW OF NOT MORE THAN SEVEN(7) DAYS.14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM MUST FOLLOW APPROPRIATE EROSION CONTROL MEASURESPRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED:LOCATIONSTABILIZATIONAPPLICATIONPROTECTED AREASTRAW100 POUNDS / 1,000 SFWINDY AREASHREDDED OR CHOPPED CORNSTALKS185-275 POUNDS / 1,000 SFSTRAW (ANCHORED)*100 POUNDS / 1,000 SFMODERATE TO HIGHJUTE MESH OR EXCELSIOR MATAS REQUIRED AND IN ACCORDANCEVELOCITY AREAS ORWITH MANUFACTURER'S REQUIREMENTSSTEEP SLOPES GREATERTHAN 3:1GREATER THAN 2:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT)* A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER MUST BEUSED TO ADDITIONAL WIND CONTROL.* MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOODCELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHTDISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED.15.SEDIMENT TRAPS MUST BE SIZED AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.a.TEMPORARY SEDIMENT TRAPS MUST BE SIZED PER THE CURRENT EDITION OF THE "MASSACHUSETTS EROSION AND SEDIMENTCONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS" AND PROVIDE A MINIMUM OF 1,800 CF PER ACRE OF TRIBUTARY AREAWITH A MAXIMUM TRIBUTARY AREA OF 5 ACRES, MAINTAIN A 2:1 LENGTH TO WIDTH RATIO, AND NOT EXCEED 5 FT IN HEIGHT. UPONSITE STABILIZATION, ACCUMULATED SEDIMENT MUST BE REMOVED AND THE TEMPORARY SEDIMENT TRAP EXCAVATED TO 1 FOOTBELOW THE TRAP. THE AREA MUST THEN BE SCARIFIED TO PREVENT COMPACTION AND PROMOTE INFILTRATION, AND GRADEDAND STABILIZED IN ACCORDANCE WITH THE GRADING AND LANDSCAPE PLANS.16.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZEANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSIONRUNOFF.17.EXISTING CATCH BASIN STRUCTURES MUST BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED.18.THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THECONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGEPERMITS ASSOCIATED WITH SAME.19.THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER.THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THATCONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSEEQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BEPROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES.EROSION CONTROL NOTES DURING WINTER CONSTRUCTION(Rev. 10/2025)1.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15.2.WINTER EXCAVATION AND EARTHWORK MUST BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THEMAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (AS APPLICABLE)SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF.3.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS MUST NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THEAREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTIONAS LISTED IN ITEM 2 ABOVE.4.AN AREA MUST BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHEDWITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED,MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE.5.FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING FOURTEEN (14) DAYS BETWEEN THE DATESOF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES MUST BE FINE GRADED AND EITHERPROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH,THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THENMULCHED AS APPLICABLE. SLOPES MUST NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASEDFOR MORE THAN FOURTEEN (14) DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONSALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION MUST BE CONTROLLED BY THEINSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.6.MULCHING REQUIREMENTS:a.BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH MUST BE ANCHORED BY EITHER PEG LINE, MULCH NETTINGOR WOOD CELLULOSE FIBER.b.MULCH NETTING MUST BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPEEXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%.c.MULCH NETTING MUST BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THESAME APPLIES FOR ALL SLOPES GREATER THAN 8%.27.ALL DISTURBED AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN ASAPPLICABLE.28.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW MUST BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TOPLACEMENT.GENERAL EROSION AND SEDIMENT CONTROL NOTES (Rev. 10/2025)1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLYWITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OFTHE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION ANDSEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, INWRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLYAS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES.3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.88 ACRES.4.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THEDESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE.5.EROSION CONTROL BARRIER - INSTALL SILT FENCE(S), STRAW BALES, AND/OR FILTER SOCK (OR APPROVED EQUIVALENT) AROUNDALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES.6.INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TOREDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE,WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.7.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'SRECOMMENDATIONS.8.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITSGREATER THAN SIX (6) INCHES OR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/ORSILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION.9.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TOFINISHED GRADE AND VEGETATED WITHIN SEVEN (7) DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THECONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BESTMANAGEMENT PRACTICES.10.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES,TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.11.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITEUNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSIONCONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALLSUCH COSTS.12.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTIONAND THE ESTABLISHMENT OF VEGETATION.13.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENTVEGETATION COVER OR INSTALLING DIFFERENT SPECIFIED METHODS OF STABILIZATION.14.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROLFACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERENECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTALDISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.15.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPEAND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.16.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.17.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITEAS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.18.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITEOBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.19.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETEWASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.THE FOLLOWING CONSTRUCTION SEQUENCE ISRECOMMENDED:·INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN)·INSTALLATION OF EROSION CONTROL BARRIER (AS SHOWN)·INSTALLATION OF INLET PROTECTION (AS SHOWN)·DEMOLITION OF EXISTING SITE STRUCTURES (SEE DEMOLITION PLAN)·DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN)·CLEARING AND GRUBBING·EARTHWORK AND EXCAVATION/FILLING AS NECESSARY·CONSTRUCTION OF UTILITIES·STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING·CONSTRUCTION OF BUILDINGS·CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS·SPREAD TOPSOIL ON SLOPED AREAS AND SEED AND MULCH·FINAL GRADING OF ALL SLOPED AREAS·PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLEDAS REQUIRED.·PAVE PARKING LOT·LANDSCAPING PER LANDSCAPING PLAN·REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70% STABILIZATION OR GREATERPLAN VIEWPROFILE0 TO 2%2% TO 5%>5%LENGTH OF STONE REQUIREDCOARSE GRAINED SOILSFINE GRAINED SOILS50 FT100 FTENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1)(1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.100 FT200FTCHART 1PROVIDE APPROPRIATE TRANSITIONBETWEEN STABILIZED CONSTRUCTIONENTRANCE AND PUBLIC R.O.W.25'R25'RSEE CHART 16" MINSEE CHART 1PUBLICR.O.W.EXISTING GROUND2-1/2" CLEAN STONEEXISTINGGROUNDPUBLICRIGHT OFWAYPERCENT SLOPEOF ROADWAYSTABILIZED CONSTRUCTION ENTRANCENOT TO SCALE(NE-O020101 - 09/2023) NOTES:1.ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS.2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.3. FILTER MEDIA TO BE DISPERSED ON SITE AT COMPLETION OFCONSTRUCTION AFTER STABILIZATION IS ACHIEVED. ASDETERMINED BY ENGINEER IN OWNER.AREA TO BEPROTECTEDOR APPROVEDEQUIVALENTPAVEMENT ORIMPERVIOUS SURFACECOMPOST FILTER SOCK (SEE PLAN FOR SIZE)CONCRETE BLOCKS OR SANDBAGS SIZED AS NEEDED (10' O.C.)CONCRETE BLOCKS OR SANDBAGS SIZED AS NEEDED (10' O.C.)COMPOST FILTER SOCK(SEE PLAN FOR SIZE)WORKAREASECTIONAREA TO BEPROTECTEDWORK AREAWATER FLOWPLANCOMPOST FILTER SOCKIN PAVED CONDITIONNOT TO SCALE(NE-O040202 - 09/2023) NOTES:1.REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN.2.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS INTHE SPECIFICATIONS TABLE.3.PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.4.INSPECT PER REGULATORY REQUIREMENTS.5.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.6.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES.7.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.ISOMETRIC VIEWSECTION VIEWPROFILE VIEW OF INSTALLED FILTER SACKLENGTH = LWIDTH = WDEPTH = D SECURE LIFTING LOOPS TO OR UNDER SURFACEFINISHED GRADE2" X 2" X 3/4"RUBBER BLOCK(TYP)"1/4" BRIGHTLYCOLORED NYLON ROPEEXPANSION RESTRAINTINLET GRATELOOPS SIZED FOR 1"REBAR. LIFT FILET BAGFROM INLET USINGREBAR FOR HANDLESOVERFLOW HOLESGEOTEXTILE BAG1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTLOOPS SIZED FOR 1" REBAR. USEREBAR FOR HANDLE TO EMPTYFILTER SACK AT A SEDIMENTCOLLECTION LOCATION.OR APPROVEDEQUIVALENTLOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632UNITS300 LBS20%120 LBS800 PSI120 LBS80%40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1UNITSMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4491ASTM D-4751ASTM D-4491ASTM D-4533ASTM D-4355ASTM D-4833ASTM D-3786TEST METHODTEST METHODASTM D-4632ASTM D-4632ASTM D-4491ASTM D-4751ASTM D-4491ASTM D-4533ASTM D-4355ASTM D-4833ASTM D-3786265 LBS20%135 LBS420 PSI45 LBS90%20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1INLET PROTECTION WITH MANUFACTURED INSERTNOT TO SCALE(NE-O050101 - 09/2023) 35' MAX1 3 (MAX)CONSTRUCT WITH MIN 6" COMPOST FILTERSOCK AROUND PERIMETER OF STOCKPILECONCRETE BLOCKOR SAND BAG IF INPAVED AREATEMPORARY STOCK PILEWITH FILTER SOCKNOT TO SCALE(NE-O060104 - 09/2023) OR APPROVEDEQUIVALENT2" X 2" X 36"WOODEN STAKESPLACED 10' OCCOMPOSITE FILTER SOCK (FS) (SEE PLAN FOR SIZE)BLOWN/PLACEDFILTER MEDIANOTES:1.BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT TO PREVENTRUNOFF FROM GOING AROUND.2.FOR LONG RUNS SOCKS SHALL OVERLAP SUCH THAT THEY CREATE ACONTINUOUS, EFFECTIVE BARRIER3.WHERE TWO FS SECTIONS MEET ON LEVEL GRADE, OVERLAP THEADJOINING ENDS, TIGHTLY BUTT TOGETHER, AND STAKE THROUGH EACHEND (SEE OVERLAP DETAIL ABOVE). WHERE TWO SECTIONS MEET ONUN-LEVEL GRADE, J-HOOK HIGHER ELEVATION END, STAKE, AND BEGIN NEWSECTION JUST BELOW. USE LOOSE MULCH TO FILL ANY VOIDS IN JOINT.4.STRAIGHTEN AND POSITION SOCK ON GROUND ENSURING THERE IS GOODGROUND CONTACT AND NO VOID SPACES UNDER THE SOCK.5.ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS.6.IF ALLOWED BY LOCAL APPROVING AUTHORITY THE COMPOST MATERIAL TOBE DISPERSED ON SITE AT COMPLETION OF CONSTRUCTION OR ASDIRECTED BY OWNER AFTER STABILIZATION IS ACHIEVED.SECTIONAREA TO BE PROTECTEDWORK AREA12" MINCOMPOST FILTER SOCK (FS)NOT TO SCALE(NE-O040201 - 12/2025)ALTERNATIVE STAKING METHOD. STAKED ONDOWNSLOPE SIDE TILTED DOWNWARD WEDGING FSIN PLACE. STAKE AT 6-FT INTERVALS AS WELL AS ATENDS AND OVERLAPS.24" MIN OVERLAP(SEE NOTES)2" X 2" X 36"WOODENSTAKESALTERNATESTAKINGOPTIONPROVIDE J-HOOKAT END OFOVERLAP WHEREREQUIRED (SEENOTES)UNIFORM GROUNDCONTACT (SEE NOTES)OVERLAP DETAIL C-901CONSTRUCTIONDETAILSDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-901 DETLJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 4153024"MINNOTES:1.ADA RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA STANDARDS. REFERTO "ACCESSIBILITY NOTES" PROVIDED HEREIN FOR ADDITIONAL REQUIREMENTS ANDSPECIFICATIONS.2.CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK IS WITHIN PUBLICROW AND WHERE SHOWN ON PLANS.3.WHEN THE SIDEWALK AND DIRECTION OF TRAVEL ARE PARALLEL TO THE TOP OF THE CURBRAMP, THE LANDING CAN BE GRADED AT 5.0% MAX RUNNING SLOPE. WHEN THE SIDEWALK ANDDIRECTION OF TRAVEL ARE PERPENDICULAR TO THE TOP OF THE CURB RAMP AND A TURNINGMOVEMENT IS REQUIRED THEN THE LANDING MUST BE GRADED AT 2.0% MAX RUNNING SLOPE.4.THE CONFIGURATION OF CURB RAMP ELEMENTS (INCLUDING BUT NOT LIMITED TO LANDINGS,SIDEWALKS, DWS ETC.) SHOWN IN THIS DETAIL ARE MEANT TO DEPICT THE VARIOUSREQUIREMENTS ASSOCIATED WITH CURB RAMPS AND RELATED ELEMENTS. REFER TO THEPLANS HEREIN FOR SPECIFIC CONFIGURATIONS.CURB AND RAMP TO BE FLUSH WITHPAVEMENT. TRANSITIONS TO STREETSHALL COMPLY WITH 521 CMR 21.4CURBDETECTABLE WARNING STRIPWHERE REQ BY ADA STANDARD(SEE PLAN FOR LOCATION)ACCESSIBLE RAMPLONGITUDINAL SLOPE7.5% (8.33% MAX)CROSS SLOPE1.5% (2.0% MAX)4'x4' CONCLANDING.SLOPE 1.5% (2.0%MAX) IN ALLDIRECTIONS(SEE NOTE 3)WIDTH PER SITE PLANCROSS SLOPESLOPE 1.5% (2.0% MAX)PERPENDICULARCURB RAMP (ADA)NOT TO SCALE(MA-S030201 - 12/2025)1:10 MAX1:10 MAX5% MAX24" WIDE WHEN NOT ADJACENTTO WALKING SURFACE24" WIDE WHEN NOTADJACENT TOWALKING SURFACE PAVEMENTSECTIONNOT TO SCALE(NE-S010101 - 04/2025)NOTES:1.IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDERCOURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OFTRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION.2.SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT ANDASPHALT.3.REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALLINSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION ANDNEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIESBETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALLGOVERN.4.IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALLCONFORM TO STATE DOT SPECIFICATIONS.BITUMINOUS CONC WEARINGCOURSE1SUB-BASE COURSEBITUMINOUS CONC BINDERCOURSE23231BITUMINOUS CONC TOP COURSE(STANDARD DUTY=1") (HEAVY DUTY=1.5")BITUMINOUS CONC BINDER COURSE(STANDARD DUTY=2") (HEAVY DUTY=2.5")GRAVEL BORROW SUB-BASE COURSE(STANDARD DUTY=12") (HEAVY DUTY=12")SEE NOTES #1 AND #2 BITUMINOUS CONCRETEPAVEMENT TIE INNOT TO SCALEMOD (NE-S010501 - 08/2024)EXISTINGPROPOSEDNEAT SAWCUT OR MILL 1.5" DEPTH OFEXISTING PAVEMENT SECTION. POWERBROOM AND APPLY TACK COAT TOWEARING SURFACE AND ALL VERTICALFACES AT EXISTING PAVEMENT SECTION.TIE IN PROP TOP COURSE AND SEALJOINT AT SURFACE WITH EMULSIFIEDASPHALT.SAWCUTBINDERCOURSETACKCOATSAWCUTTOP COURSENOTES:1.GC TO REFER TO GEOTECHNICAL REPORT FOR SPECIFICATIONS1.5' MIN (ATSAWCUT LIMITS)PROPPAVEMENTSECTIONEXISTINGPAVEMENTSECTION TOP COURSEBINDER COURSEBASE COURSEEMULSIFIEDASPHALT JOIN SEAL PROPOSED CONCRETEPAD MINIMUM 4000 PSI AIRENTRAINED WITH FIBERMESH OR PER LOCAL CODEPROPPAVEMENTCOMPACTEDSUBGRADE TO 95%PROCTOR12" GRANULAR BASECOURSECONCRETEDRIVE-THRU PADNOT TO SCALEMOD (NE-S010701 - 09/2024)NOTES:1.GC TO REFER TO GEOTECHNICAL REPORT FORSPECIFICATIONS.6"12" PRECASTCONCRETE CURBNOT TO SCALE(NE-S020201 - 12/2025)6"34" RADIUS1"6"12"6"7"6"6" (MIN)PROP FINISH GRADE. SURFACETREATMENT VARIES. REFER TOSITE AND/OR LANDSCAPE PLAN.NOTES:1.CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVERUBBED FINISH, AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER.2.THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH.3.THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR ANDFINISH.4.CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE.5.EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON CENTERUSING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 12 INCH.6.PAVEMENT SECTION DEPTHS, MATERIAL, AND SPECIFICATIONS PER PAVEMENT SECTION DETAIL.7.STRAIGHT CURB SECTIONS CAN BE USED FOR RADII 25' OR GREATER. OTHERWISE, CURVED CURBLENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN.8.PROVIDE 12 INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHEREABUTTING CONCRETE SIDEWALK.9.STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIREDFOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT.SEE PAVEMENT SECTION FINISH GRADESEE SIDEWALKDETAILSEE NOTE #8SEE NOTE #9TACK COAT1/4" RADIUS WHEN ABUTTINGLANDSCAPE AREA CURB TRANSITION TO FULL REVEAL. REFERTO SITE PLAN FOR LENGTHFULL CURB REVEAL PER SITEAND GRADING PLANSET FLUSH W/PAVEMENT UNLESSOTHERWISEINDICATED ONGRADING ANDDRAINAGE PLANSPROP PAVEMENT. REFERTO DETAIL AND SITE PLANNOTES:1.SEE TYPICAL CURB DETAILS FOR ADDITIONAL INFORMATION AS WELL AS SITE PLAN FORTRANSITION CURB TYPE AND LOCATIONS.2.ALL TRANSITIONS COMPRISED OF RADIUS SECTION SHALL BE COORDINATED WITHMANUFACTURER.3.BOTH TOP AND FACE OF CURB TO BE PAINTED YELLOWTRANSITION CURBNOT TO SCALEMOD (NE-S020303 - 03/2025)PROP CURBING. REFER TODETAILS FOR ADDITIONALINFORMATION AND SITE PLANFOR LOCATION AND TYPEPROP JOINT FILLEROR DOWEL OPTIONSEE SITE ANDGRADING PLANFIRST SECTION OFTRANSITION CURBING SHALLBE CUT ON AN ANGLE TO FITFIELD CONDITIONSCURB TRANSITIONSECTION6"6" CONTROL JOINTxEXPANSION JOINTxxxxxxxMONOLITHIC CONCRETE CURB (MCC)xxx1/2"1/2" D/4 10"D8" D8" D8"1/8" RADIUS (TYP)1/8" RADIUS (TYP)4,000 PSI AIRENTRAINED CONC(BROOM FINISH)WWF (SEE TABLE)FINISHED GRADEWWF (SEE TABLE)COMPACTED GRAVEL BASE(SEE NOTE #11)COMPACTED SUBBASECOMPACTEDGRAVEL BASE(SEE NOTE #11)COMPACTED SUBBASE4,000 PSI AIRENTRAINED CONC(BROOM FINISH)PREFORMED JOINT FILLERSEALERNOTES:1.TO BE USED FOR BUILDING SURROUNDING AND OTHER CONCRETE WALKS. USE CHAIRS, ORSIMILAR, TO SUPPORT REINFORCING STEEL DURING POUR. VARIES SEE PLAN2.SEE SITE PLAN FOR WIDTH AND GRADES3.PROVIDE MINIMUM 1.0% CROSS-SLOPE4.PROVIDE CONTROL JOINTS 5'-0" OC MIN5.PROVIDE EXPANSION JOINTS 20'-0" OC MIN6.6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHEREREVEAL MAY DIFFER.7.REFER TO ARCHITECTURAL PLANS FOR DETAILS AT EXTERIOR LANDINGS FOR DOORSINCLUDING FROST PROTECTION AND CONNECTION (E.G. DOWELING) TO FOUNDATION.8.SEALANT SHALL BE SIKA FLEX 2C SL, OR APPROVED EQUIVALENT, AND CONFORM TO ASTMC-290.9.PREFORMED JOINT FILLER SHALL BE NON-EXTRUDING AND RESILIENT NON-BITUMINOUS ANDCONFORM TO AASHTO M153.10.WELDED WIRE FABRIC (WWF) SHALL BE PLAIN, UNCOATED AND CONFORM TO ASTM A1064UNLESS OTHERWISE NOTED.11.AGGREGATE BASE SHALL BE NON-FROST SUSCEPTIBLE.12.IF NATIVE SOILS ARE GREATER THAN 15% FINE, UNDERDRAIN SYSTEM SHALL BE EVALUATED.WWF (SEE TABLE)D8"TYPICAL SECTIONCOMPACTED GRAVEL BASE(SEE NOTE #11)COMPACTED SUBBASECONCRETESIDEWALKNOT TO SCALE(NE-S030201 - 02/2026)xxxx1/8"xx6" 18"1.5"RD/2 (2.5" MIN)LOCATIONSIDEWALK/WALKWAYDRIVEWAYTHICKNESS (D)4"6"WWF6"X6" W2.9/W2.96"X6" W4.0/W4.011SCORELINESEE NOTE #7SEE NOTE #7SEE NOTE #76" DOWELED CONNECTION TO EXISTINGCONCRETENOT TO SCALE(NE-S030202 - 2/2026)xxxEX GRAVELBASEEXSUBGRADEEX CONCSECTION#6 DEFORMED REBAR DOWEL@ 24" OCADHESIVE EPOXYJOINT SEALER9" MIN9.5"L X 7/8" DIA COREEMBED DOWEL 9"1/2 SLABTHICKNESS(2.5" MIN)COMPACTEDGRAVEL BASECOMPACTEDSUBBASEREFER TO CONCRETESIDEWALK OR SLABDETAIL NOTES:1.ALL TRAFFIC FLOW ARROWS TOBE REFLECTIVE WHITE PAINT PERSPECS.2'-0" TYP3'-9" 1'-9" TYP4" TYP1'-0"TYPTRAFFIC FLOWARROWNOT TO SCALE(NE-S050302 - 10/2024) 12"1'-0"1'-6"1/4" x 1/2" LG. PIN HD.BOLTS WITH NUTS &LOCK WASHERSGREEN LETTERSWHITE BACKGROUNDAZURE BLUEWHITE BACKGROUNDBLACK LETTERS8' MAX FROM FINISH GRADE RESERVEDPARKINGVANACCESSIBLEACCESSIBLEPARKING SIGNSNOT TO SCALE(NE-S060101 - 10/2024)5' MIN FROMFINISH GRADEREFER TO PLAN FOR LOCATION SIGN IN BOLLARDNOT TO SCALE(NE-S060201 - 2/2026)PROP SIGN (REFERTO SITE PLAN FORTYPE AND SEENOTE #1)TOP OF SLAB OR ASPHALTWATERTIGHT CAP. PAINTPIPE BASE YELLOWNOTES:1.ACCESSIBLE AND VAN PARKING SIGNS SHALL CONFORM WITHCURRENT FEDERAL, STATE, AND LOCAL CODES ANDREGULATIONS. REFER TO ACCESSIBLE SIGN DETAILS FORADDITIONAL INFORMATION3 LBS/LF GALVANIZEDSTEEL "U"-CHANNEL POSTBOLLARD EMBEDDED INCONCRETE BASE (SEEBOLLARD DETAIL FOR MOREINFORMATION)FOR ACCESSIBLE PARKING STALLSIGNS REFER TO ACCESSIBLEPARKING SIGN DETAIL FOR MOREINFORMATION. FOR ALL OTHERSIGNS, SIGN MOUNTING HEIGHTSHALL BE IN ACCORDANCE WITHMUTCD 1'3'NOTES:1.BOLLARDS ARE NOT CRASH TEST RATED AND SHOULD NOT BE INSTALLED IN AREAS WHEREENHANCED VEHICULAR/PEDESTRIAN PROTECTION IS REQUIRED.2.BOLLARDS REQUIRED AT BUILDING CORNERS ABSENT CURB PROTECTION, FIRE HYDRANTS,WATER METERS, GAS METERS, SPRINKLER RISERS, TRANSFORMERS, SWITCHGEARS,GENERATORS, AND LOCATIONS SHOWN ON THESE DRAWINGS.3.SEE SITE PLAN FOR BOLLARD SPACING.4.BOLLARDS USED FOR PROTECTION OF FIRE SAFETY APPLICATIONS SHALL BE INSTALLED INACCORDANCE WITH INTERNATIONAL FIRE CODE (IFC) SECTION 312, LATEST ISSUANCE.5.BOLLARDS USED FOR PROTECTION OF PRIVATE UTILITY INFRASTRUCTURE SHALL BE INACCORDANCE WITH PRIVATE UTILITY'S STANDARDS AND SPECIFICATIONS. FINAL QUANTITY ANDLOCATION MAY VARY AND IS AT THE DIRECTION OF THE PRIVATE UTILITY'S REPRESENTATIVE.1'-6"2" THICK POLYISOCYANURATEINSULATION (OR EQUIVALENT)BETWEEN TOP OF FOOTINGAND BOTTOM OF SLAB/ASPHALTTOP OF SLAB OR ASPHALT.GRADE TO PROVIDE POSITIVEDRAINAGE AWAY FROM BOLLARDBITUMINOUS EXPANSIONJOINT AND SEALANT4,000 PSI, 3/8", AIRENTRAINED CEMENTCONCRETESCH. 40 STEEL PIPE FILLEDWITH 4,000 PSI 3/8"CEMENT CONCRETE.BOLLARD FINISH SHALL BECONCRETE TO BERAISED FOR PROPERWATER RUN OFFBOLLARDNOT TO SCALE(NE-S070101 - 11/2025)5'1 2"COMPACTED SUBGRADE PAINTED TRAFFIC YELLOW6"TACK COAT(APPLIED AT A RATE OF0.2 GALLONS/SY)PAVEMENT SURFACE(SEE PAVEMENT DETAIL)CONCRETE PAVEMENT SECTIONCONCRETE-TO-ASPHALTNOT TO SCALE(BE-S010201 - 01/2025) ADA PARKING STALLMARKING - ANGLED LEFTNOT TO SCALE(BE-S050101 - 05/2025)NOTE:1.REFER TO "ACCESSIBILITY NOTES" PROVIDED HEREIN FOR ADDITIONAL REQUIREMENTS ANDSPECIFICATIONS.2.THE LAYOUT AND NUMBER OF PARKING SPACES VARIES. REFER TO PLAN FOR LOCATION ANDCONFIGURATION.3.STALL DIMENSIONS ARE MEASURED TO THE CENTERLINE OF THE PAINTED STRIPE.4.ACCESS AISLES CAN NOT OVERLAP VEHICULAR WAYS.AISLECURBPROP ACCESSIBLE PARKING SIGN WITH"VAN" IDENTIFICATION (REFER TO DETAIL)TO BE PROVIDED AT EACH VAN SPACE.(REFER TO SITE PLAN FOR LOCATION)PROP ACCESSIBLEPARKING SIGN (REFER TODETAIL) TO BE PROVIDEDAT EACH NON-VAN SPACEVAN SPACEREFER TO PLAN. EITHER 8' WIDEVAN SPACE WITH 8' AISLEOR 11' WIDE VAN SPACEWITH 5' WIDE AISLENON-VAN SPACE8' MINOPTIONAL PAINTEDMARKING AT THEHEAD OF THE STALL5' MINAISLEPROP INTERNATIONAL SYMBOLOF ACCESSIBILITY (ISA) (TYP)SHALL BE WHITE WITH A BLUEBACKGROUND WHICH EXTENDSA MINIMUM OF 3" BEYOND THESYMBOL.RE Q U I R E D S T A L L L E N G T H (RE F E R T O P L A N )4" WIDE BLUE PAINTEDSTRIPING (TYP) RAILING DETAILAND SECTIONNOT TO SCALE(2024-09-27)1-1/2" DIA A53 GRADE BSTEEL PIPE HANDRAIL.PRIME AND PAINT ASREQ'D. VERIFY COLORWITH PROJECT MANAGERSET HANDRAILS INTO AN8" DIA X 18" DEEPCONCRETE PIER ANDPOUR SIDEWALKAROUND VERTICALS 8" DIA X 18" DEEPCONCRETE PIER1/2" COMPRESSIBLEJOINT FILLERSECTION A-A10"AA8" 3'-6"6"RLENGTH VARIES(2) INTERMEDIATE RAILSSPACED EQUALLY3"6"R1'-6"NOTES:1.PIPE RAIL IS USED FOR PEDESTRIAN CONTROL AND SAFETY ONDRIVE-THRU SIDE OF BUILDING.2.CONTRACTOR TO COORDINATE WITH ACM AND OWNER/OPERATORFOR ACTUAL MATERIAL AND DESIGN PRIOR TO ORDERING 6'-0"2'-10"2'-10"3-6" 2'-5" ARROW HEIGHT5-3/4"5-3/4"LETTER AND CIRCLE PAINTTO MATCH PMS 123 YELLOW.TYPE ALIGNS CENTERED.CIRCLE IS POSITIONEDHORIZONTALLY CENTEREDUNDER TYPEARROW IS POSITIONEDCENTERED VERTICALLYAND HORIZONTALLYINSIDE CIRCLEARROW ART KNOCKS OUTSO THAT ARROW IS THECOLOR OF THE PAVEMENTPAINTED TRAFFIC ARROWSAND LETTERSNOT TO SCALE(2024-05-01) 38"36"36"12"78"12" 36"51"12 "PH HEADPS SHAFTPAC1 PIECE ARROWPC REVERSIBLE CURVEDSHAFTMEETS NO STATE OR FEDERAL DESIGN STANDARDS.SINGLE / DOUBLEHEADED ARROWNOT TO SCALE(2024-05-01) DESIGNATES WINDOW AREASTRIPES START ANDBUTT TO OUTEREDGE OF CURBCONCRETECURBPAVEMENT STRIPINGTO BE PAINTED PMS123 YELLOW8"10'-0"STRIPES END ANDBUTT TO INNER EDGEOF YELLOW STRIPE8" YELLOW STRIPE IS TOBE PLACED 40'-0" FROMTHE CENTERLINE OF THEOPEN PRESENT WINDOW.PAVEMENT EDGE STRIPEPAINT TO MATCHPMS 123 YELLOW2'-10" 5-3/4" 2'-10"8"8"THANK YOU IS POSITIONEDHORIZONTALLY CENTEREDWITHIN 10' PATH"THANK YOU"LETTERSNOT TO SCALE(2024-05-01) REFER TO SITE PLAN90°9' 4" WHITE PAINT STRIPE TYP.90° PARKINGREFER TO SITE PLAN 4" WHITE PAINT STRIPE TYP.CURB FACEANGLED PARKINGCURB FACEREFER TO SITE PLANNOT TO SCALESTALL STRIPINGMILL AND OVERLAYNOT TO SCALEEXISTING NEW SEE PLAN1" MIN BITUMINOUS CONCTOP COURSEEXISTINGBITUMINOUSCONCRETEAND BASEEXISTING GRAVEL BASETACK COAT VERTICAL SURFACE ANDSEAL JOINT AFTER INSTALLATION OFNEW PAVEMENT (1" MIN OVERLAY)EXISTING BINDER COURSE1' MINONLYR3-5RRIGHT ONLY SIGNNOT TO SCALE(NE-S060208 - 09/2023) YIELDREDLETTERSWHITEBACKGROUNDREDBACKGROUNDR1-236"x36"x36"YIELD SIGNNOT TO SCALE C-902CONSTRUCTIONDETAILSDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-902 DETLJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 4153022.03"3.75"19.1"8"8"3.75"3.75"19.1"NEXT GEN DRIVE-THRU TRELLISDECALS (3-WINDOW OPT)NOT TO SCALE(2024-05-01)TOTAL AREA = 2.4 SFDNEXT GEN NON-ILLUMINATEDMCDELIVERY BLADE SIGNNOT TO SCALE(2024-05-01)TOTAL AREA = 2.2 SFENEXT GEN NON-ILLUMINATEDMOBILE ORDER BLADE SIGNNOT TO SCALE(2024-05-01)TOTAL AREA = 2.2 SFFCOURIER PARKING ANDMCDELIVERY SIGNNOT TO SCALE(2024-05-01)TOTAL AREA = 3.5 SF/EAICURBSIDE PICK UP SIGNNOT TO SCALE(2024-05-01)TOTAL AREA = 3.5 SF/EAHDRIVE THRU RESERVED SIGNNOT TO SCALE(2024-05-01)TOTAL AREA = 3.5 SF/EAGPLEASE HAVE YOURPAYMENT READY BOLLARDNOT TO SCALE(2024-05-01)TOTAL AREA = 2.1 SFO C-903CONSTRUCTIONDETAILSDISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA250336.00-0B----->LAYOUT: C-903 DETLJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERCOMMON WE ALTH OF MASSACHUSETTSREGISTEREDPROFESSIONAL ENGI N E ER JOHN A.KUCICHCIVILNo. 41530JOSAM SERIES 58480 CAST IRON CLEANOUTWITH PLUG (SET 9" BELOW GRADE) (WATERTIGHT) 4" DIAMETER4" PVC RISER12" HDPE ROOF DRAINX" x 6" x 4" T-REDUCER(2) 4" PVC 45° BENDSCONCRETE CRADLECLEANOUT(TERMINAL)NOT TO SCALE(NE-U010301 - 02/2025)REFER TO PLAN FORMATERIAL AND SIZE CONCRETE CRADLE6" PVC SCH. 40 RISERDRESSER COUPLING(1) 6" PVC SCH. 4045° BEND6" PVC (SDR 35) WYEJOSAM SERIES 58480 CAST IRON CLEANOUT WITHPLUG ( SET FLUSH W/ GRADE) 6" DIAMETERFINISHED GRADECLEANOUT(IN-LINE)NOT TO SCALE(NE-U010302 - 11/2024)REFER TO PLAN FORMATERIAL AND SIZE PIPE DIAMIN TRENCH WIDTH23"26"28"30"34"39"48"6"8"10"12"15"18"24"56"30"64"36"80"48"96"60"NOTES:1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITHASTM D2321 , "STANDARD PRACTICE FOR UNDERGROUNDINSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS ANDOTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION.2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OFNATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.3.FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THECONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THEENGINEER AND REPLACE WITH SUITABLE MATERIAL ASSPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THEDISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOMMAY BE STABILIZED USING A GEOTEXTILE MATERIAL.4.BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THECONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIALSPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BYTHE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60"(7S0mm-900mm).5.INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR IIIIN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVECROWN OF PIPE. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,LATEST EDITION.6.MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFICAPPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THETOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BEREQUIRED TO PREVENT FLOTATION. FOR TRAFFICAPPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETERPIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASUREDFROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOTOP OF RIGID PAVEMENT.MIN COVER TO FLEXIBLE PAVEMENT, HFINALBACKFILL6"SPRINGLINEINITIAL BACKFILLHAUNCHBEDDINGSUITABLE FOUNDATION4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPEMIN TRENCH WIDTH (SEE TABLE)PROP WATER OR SOIL TIGHTHDPE PIPE DIA PER PLANHDPE STORM PIPETRENCHNOT TO SCALE(NE-U019812 - 11/2024)RECOMMENDED MINIMUMTRENCH WIDTH SLOPESLOPE2' SQ X 6" THICK CLASSB CONCRETE PADVALVE BOX TOSUIT VALVE ANDDEPTH OF BURYTAMP BACKFILLVALVE BODYWATER PIPEVALVE BOX TO BE ENTIRELYSUPPORTED BY CONCRETEBLOCKS OR BRICKS TO SUIT.VALVE BOX MUST NOT BEAR ONVALVE OR PIPE.ADJUST TOPSECTION TO FINISHGRADEGATE VALVENOT TO SCALE(NE-U030201 - 09/2023) NOTES:1.10' HORIZONTAL SEPARATION AND 1.5' VERTICAL SEPARATION SHALL BE PROVIDEDBETWEEN WATER AND SEWER AS DEPICTED IN THIS DETAIL OR SEWER SHALL BEENCASED IN CONCRETE (SEE CONCRETE ENCASEMENT DETAIL) IN SECTIONS WHERESEPARATIONS SHALL NOT BE ACHIEVED.WATERWATERSEWERSEWER1.5'10'5' (MIN) 5' (MIN)FINISHED GRADEFINISHED GRADEWATER AND SEWER UTILITY CROSSINGNOT TO SCALE(NE-U050101 - 09/2023) TYPICAL UTILITY TRENCHNOT TO SCALE(NE-U050201 - 11/2025)W = DIA + 2' (3" MIN)TRENCH IN EARTHTRENCH IN LEDGE6" MINDIAWET UTILITY PIPE3/4" CRUSHED STONEHAUNCH AND INITIALBACK FILLBEDDING MATERIALREFER TO PAVEMENT SECTIONDETAIL(S) FOR AREAS WITHINPROPOSED PAVEMENTORDINARY BORROWCOMPACTED TO 95%PROCTOR DENSITYPAVEDUNPAVED12"12"LEDGEPVMT SECTION, SEE DETAIL SEE BITUMINOUSCONCRETEPAVEMENT TIE INDETAIL WHEREAPPLICABLESEE LANDSCAPEPLAN FORMATERIALSEE NOTE 2NOTES:1.SEE HDPE STORM PIPE TRENCH DETAIL FOR HDPE INSTALLATION.2.ALL EXCAVATIONS MUST MEET ALL FEDERAL, STATE AND LOCAL STANDARDS. SUPPORT OFTRENCH EXCAVATION, IF REQUIRED, MAY BE CUT AND ABANDONED MIN. OF 5 FEET BELOWGRADE OR 2 FEET ABOVE CROWN OF PIPE, WHICHEVER IS HIGHER. SUBJECT TO AHJ APPROVAL.3.SEE EARTHWORK SPECIFICATION FOR ADDITIONAL REQUIREMENTS.ORDINARY BORROWCOMPACTEDSUBGRADEDETECTABLEWARNING TAPECONTINUOUS ALONGMAINS AND SERVICES12" D/2 TYPICAL SANITARY SEWER LATERALNOT TO SCALE(BE-U020401 - 01/2025)10'-0"PIPE SIZE & CLASS PER UTILITY PLAN.(EXAMPLE: 4" DIA PVC PIPE(SDR 26) @ 2.0% (MIN))5'-0" MAX NOTE: 3' MINCOVER FROMFINISHED GRADETO TOP OFSERVICESJOINTS SHALL BE RUBBERGASKET TYPE ORAPPROVED EQUIVALENT45°BETWEEN 5'-0" & 10'-0" TO INVERT USE THIS CONNECTION CLEANOUT LOCATED ATRIGHT-OF-WAYCLEANOUT (SEE DETAIL)2"x4" WOOD MARKERPVC PIPE PLUG. FROM THIS POINTTO BUILDING TO BE INSTALLED BYPLUMBER. FROM THIS POINT TOACCESS ROADWAY TO BEINSTALLED BY SEWER MAINCONTRACTOR.FROM THIS POINT INTO THE ACCESSROADWAY UNDER SEWERAUTHORITY JURISDICTION. FROMTHIS POINT TO BUILDING OWNER'SRESPONSIBILITY TO MAINTAIN.PIPE SIZE & CLASS PER UTILITYPLAN. (EXAMPLE: 4" DIA PVCPIPE( SDR 26) @ 2.0% (MIN))4" PVC 45° SWEEPWYECONNECTION TOMAINSANITARY SEWERMAINPIPE BEDDING (SEEDETAIL)CONC. CURB MARK "X" IN GREENON CURB TO INDICATE LOCATIONOF LATERALSPRINGLINESTREET PAVEMENTNOTES:1.MIN AND MAX COVER NOTED ARE TYPICAL. SEE PLAN FORSITE SPECIFIC CONDITIONS.2.IF NO AHJ DETAIL AVAILABLE, CONTRACTOR TO VERIFY ALLDIMENSIONS AND INSTRUCTIONS WITH AHJ INSPECTORPRIOR TO INSTALLATION.3.FOLLOW LOCAL AHJ REQUIREMENTS/DETAIL IF AVAILABLE. SANITARY CONCRETE ENCASEMENTNOT TO SCALE(BE-U029901 - 04/2024)SECTION A-A3000 PSI CONCENCASEMENT3000 PSI CONCENCASEMENTSAN SEWER PIPE (ONEPIPE LENGTH MIN)WATER OR STORM MAINWATER OR STORM MAIN10'-0"20'-0"6" MIN6" MIN 6" MIN6" MINAAWATER OR STORM MAINWATER OR STORM MAINCONC ENCASEMENT REQUIRED WHENSANITARY SEWER CROSSES UTILITIES ANDCLEARANCE (ABOVE OR BELOW) IS 18" ORLESS.CONC ENCASEMENT REQUIRED WHENSANITARY SEWER CROSSES UTILITIES ANDCLEARANCE (ABOVE OR BELOW) IS 18" ORLESS.10' FOR CROSSINGS OF WATER OR STORMMAIN, 1' FOR CROSSINGS OF OTHERUTILITIES (TYP)PROVIDE MASONRYSUPPORT AS REQUIRED TOPREVENT PIPE MOVEMENT 6'-0" MIN (PER WATER DEPARTMENT)NOTES:1.DETAIL FOR GENERAL PURPOSES. GC TOCOORDINATE CONNECTION WITH UTILITY PROVIDER.ADJUSTABLE VALVE BOXFINISH GRADECURB STOPPROVIDE 2 CU. FT. OFSCREENED GRAVEL2" TYPE "K" COPPERCORP. STOPEXISTINGWATER MAINTYPE K COPPER WATERSERVICE CONNECTIONNOT TO SCALE(NE-U030402 - 09/2023) LOW LOW L OW LOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOW LOW LOWLOWLOWLOWLOWLOWLOWL O W LOWLOWLOWLOW LOW IYANNOUGH ROADBARNSTABLE ROADWESNAD83PROP 2025 SERIESBB20-4590-WW-HB McDONALD'S RESTAURANT(4,192 SF)(48 SEATS)RDRDRDRDRDRDRD5655 5555 ET&CWLWLWL WL WL WL WLWLWLWLWLWLWLWLWLWLWLWLWLC/OC/OSLSLSLSLSLSLVVVVVVC/OSLC/OEEETC EEEEEEEEEEEEETEWLWLWLWLWLWLWLWLWLC/OPROP HYDROSEED LAWNOVER 6" TOPSOIL (TYP)PROP 3" LAYER OF DOUBLE-SHREDDEDHARDWOOD BARK MULCH OVER WATERPERMEABLE WEED BARRIER FABRIC INALL PLANT BEDS (TYP)(3) PAH(1) CA2(6) RFL(3) IGC(3) IGC(4) IGC(3) PAH(3) PAH(3) PAH(10) RFL(9) RFL(14) RFL(8) PAH(2) HM2(3) RDW(3) HM2(3) RDW(3) HT2(3) HT2PROP 4" DEPTH OF 1-1.5"CRUSHED STONE OVERWATER PERMEABLE WEEDBARRIER FABRIC (TYP)(5) NW(6) NW(3) PAH(5) NW(8) NW(4) NW(4) NWPROP 4' DIA MUCLHTREE PIT (TYP)EX VEGETATION TOREMAIN AND BEPROTECTED DURINGCONSTRUCTION (TYP)(4) RFL(11) NW(12) NW(8) PVS(6) IGC(10) PVSHATCH LEGENDHATCHDESCRIPTIONPROP HYDROSEED LAWNCODEQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERCANOPY TREESCA21CORNUS FLORIDA 'APPALACHIAN SNOW'APPALACHIAN SNOW DOGWOOD8-10`B&BSHRUBSHM25HYDRANGEA QUERCIFOLIA 'MUNCHKIN'MUNCHKIN OAKLEAF HYDRANGEA24-30"CONTAINERIGC16ILEX GLABRA `COMPACTA`COMPACT INKBERRY24-30"CONTAINERRDW6RHODODENDRON AZALEA `DELAWARE VALLEY WHITE``DELAWARE VALLEY WHITE` AZALEA18-24"CONTAINERGRASSESPAH23PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS1 GAL.CONTAINERPVS18PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS1 GAL.CONTAINERPERENNIALSHT26HOSTA X 'TOUCH OF CLASS'TOUCH OF CLASS HOSTA1 GAL.CONTAINERNW55NEPETA X `WALKER`S LOW`WALKER`S LOW CATMINT1 GAL.CONTAINERRFL43RUDBECKIA FULGIDA 'LITTLE GOLDSTAR'LITTLE GOLDSTAR CONEFLOWER1 GAL.CONTAINERPLANT SCHEDULE0SCALE:1" = 20'2020510L-101LANDSCAPEPLANTHIS PLAN TO BE UTILIZEDFOR LANDSCAPEPURPOSES ONLYGENERAL LANDSCAPE NOTES:1.THESE LANDSCAPE PLANS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE SPECIFICATIONS, AND ASSOCIATED DETAILSFOUND ON THE LANDSCAPE DETAILS SHEET. THE GENERAL NOTES, FOUND ON THE NOTES PAGE OF THIS PLAN SET, ARECONSIDERED PART OF LANDSCAPE PLANS. THE CONTRACTOR MUST REFER TO, AND FULLY COMPLY WITH, ALL NOTES,SPECIFICATIONS AND DETAILS DESCRIBED HEREIN, ON THE LANDSCAPE PLANS AND IN THE LANDSCAPE DETAILS SHEET.2.ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS LAWN IN ACCORDANCE WITH“MATERIALS” SECTION OF THE LANDSCAPE SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY STATED ON THIS PLAN.3.SHRUBS PLANTED ALONG HEAD-IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF TWO FEET FROM FACE OFCURB TO ALLOW FOR BUMPER OVERHANG.4.PLANT MATERIAL SUBSTITUTIONS MUST BE FORMALLY SUBMITTED TO BOHLER AND THE MUNICIPALITY'S ENGINEERING ANDLANDSCAPE CONSULTANTS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.5.WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE INSTALLED WITHIN ANY STORMWATER FACILITY, INCLUDINGRAINGARDENS, INFILTRATION TRENCHES, VEGETATIVE SWALES AND STORMWATER BASINS.6.IF IRRIGATION IS REQUIRED BY THE OWNER OR APPROVING MUNICIPALITY, THE CONTRACTOR SHALL PROVIDE AN IRRIGATIONSYSTEM MEETING THE SPECIFICATIONS OF THE CHOSEN PRODUCT'S MANUFACTURER. THE IRRIGATION DESIGN SHALLACCOMMODATE LAWN AND BED AREAS EACH UNDER SEPARATE ZONES TO MAXIMIZE WATER EFFICIENCY. THE CONTRACTORSHALL BE RESPONSIBLE FOR SECURING ANY PERMITS REQUIRED FOR THE INSTALLATION OF AN IRRIGATION SYSTEM.7.CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL PROJECT MAINTENANCE IS TURNEDOVER TO THE PROPERTY OWNER OR OTHER RESPONSIBLE PARTY. SUCH RESPONSIBILITIES INCLUDE, BUT ARE NOT LIMITED TO,THE CARE, WATERING, AND MAINTENANCE OF ALL PLANT MATERIAL; LAWN MOWING; AND SEASONAL MAINTENANCE.DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-LSCP-MAA250336.00-0B----->LAYOUT: L-101 LSCPJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-LSCPPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERMASSACHUSETTS No. 1217RHODE ISLAND No. 419NEW YORK No. 002359NEW HAMPSHIRE No. 109CONNECTICUT No. 1359MAINE No. 4248VERMONT No. 01337OHIO No. 250433M.J. MRVAREGISTERED LANDSCAPE ARCHITECTM A SSACHUSETTSM A TTHEW J. MRVANO. 1217REGISTERED LANDSCAPE AR CHITECT DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORM:\MA\2025\MAA250336.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-LSCP-MAA250336.00-0B----->LAYOUT: L-102 LSCPJG THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:MAA250336.00-0BJDGCSE04/08/2026P-CIVL-LSCPPROPOSEDSITE PLANDOCUMENTSSITE ID: 20-0040PROPOSED RESTAURANTW/ DRIVE-THRU654 IYANNOUGH ROAD BARNSTABLE COUNTYHYANNIS, MASSACHUSETTSMAP 311, LOT 86ORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY04/08/2026ISSUED FORENTITLEMENTS50 WASHINGTON ST., SUITE 2000WESTBOROUGH, MA 01581Phone:(508) 480-9900www.BohlerEngineering.comTMTHE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Apr 08, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS LICENSE No. 41530NEW HAMPSHIRE LICENSE No. 15476CONNECTICUT LICENSE No. 26177RHODE ISLAND LICENSE No. 9616MAINE LICENSE No. 12553J.A. KUCICHPROFESSIONAL ENGINEERMASSACHUSETTS No. 1217RHODE ISLAND No. 419NEW YORK No. 002359NEW HAMPSHIRE No. 109CONNECTICUT No. 1359MAINE No. 4248VERMONT No. 01337OHIO No. 250433M.J. MRVAREGISTERED LANDSCAPE ARCHITECTM A SSACHUSETTSM A TTHEW J. MRVANO. 1217REGISTERED LANDSCAPE AR CHITECT TREE PLANTINGNOT TO SCALE(NE-L040101 - 07/2025)REINFORCED RUBBER HOSE(1/2" DIA BLACK)12 GAUGE GALVANIZED WIRE GUYSTWISTEDFOLD BURLAP AWAY FROMTOP OF ROOT BALL2" DIA HARDWOOD STAKES2/3 TREE HEIGHT 3 PER TREETWICE THE WIDTH OF ROOTBALL FORPREPARED SOIL FOR TREESPREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOIL(RECOMMENDATION ONLY.SEE SOIL MODIFICATION CHART)UNDISTURBEDSUBGRADEDIG WIDE, SHALLOW HOLEWITH TAMPED SIDESTAMP SOIL SOLIDLY AROUNDBASE OF ROOT BALLAVOID PURCHASING TREES WITH TWOLEADERS OR REMOVE ONE AT PLANTING:OTHERWISE, DO NOT PRUNE TREE ATPLANTING EXCEPT FOR SPECIFICSTRUCTURAL CORRECTIONSSET ROOT BALL FLUSH TO GRADE OR SEVERALINCHES HIGHER IN POORLY DRAINING SOILS4" BUILT-UP EARTH SAUCER3" DOUBLE SHREDDED HARDWOOD BARKMULCH (UNLESS OTHERWISE SPECIFIED)(DO NOT PLACE MULCH IN CONTACT WITHTREE TRUNK)LANDSCAPE FABRIC AS SPECIFIEDALL PLANTING CONTAINERS, BASKETSAND NON-BIODEGRADABLE MATERIALSSHALL BE REMOVED FROM ROOT BALLSSET ROOT BALL ON UNDISTURBEDSOIL IN BOTTOM OF HOLENOTES:1.NO SOIL OR MULCH SHALL BE PLACEDAGAINST ROOT COLLAR OF PLANT.2.REMOVE ALL NON-BIODEGRADABLEMATERIAL AND ROPE FROM TRUNK & TOP OFROOT BALL.FOLD BURLAP BACK 1/3 FROMROOT BALL.3.PLANTING DEPTH SHALL BE THE SAME ASGROWN IN NURSERY.4.THOROUGHLY SOAK THE TREE ROOT BALLAND ADJACENT PREPARED SOIL SEVERALTIMES DURING THE FIRST MONTH. AFTERPLANTING AND REGULARLY THROUGHOUTTHE FOLLOWING TWO SUMMERS.5.THE BOTTOM OF PLANTING PIT EXCAVATIONSSHOULD BE ROUGH TO AVOID MATTING OFSOIL LAYERS AS NEW SOIL IS ADDED. IT ISPREFERABLE TO TILL THE FIRST LIFT (2 TO 3IN) OF PLANTING SOIL INTO THE SUBSOIL. SHRUB PLANTINGNOT TO SCALE(NE-L040103 - 07/2025)8" - 12"24" MINIMUMFOR CONTAINER-GROWN SHRUBS, PLANT SHALL BETRANSPLANTED AT THE SAME GRADE AS IN THECONTAINER. REMOVE THE CONTAINER, USE FINGER ORSMALL HAND TOOLS TO PULL THE ROOTS OUT OF THEOUTER LAYER OF POTTING SOIL; THEN CUT OR PULLAPART ANY ROOTS THAT CIRCLE THE PERIMETER OF THECONTAINER3" DOUBLE-SHREDDEDHARDWOOD BARK MULCH(DO NOT PUT MULCHAGAINST THE BASE OFTHE PLANT)LANDSCAPEFABRIC ASSPECIFIEDFINISHED GRADEPLACE SHRUB ONFIRM SOIL INBOTTOM OF HOLEUNDISTURBEDSUBGRADEWHEN APPROPRIATE, PLANTMULTIPLE SHRUBS INCONTINUOUS PLANTING HOLESOIL SURFACE ROUGHENED TOBIND WITH NEW SOIL.BEFORE PLANTING, ADD 3" TO4" OF WELL-COMPOSTEDLEAVES AND RECYCLEDYARD WASTE TO BED ANDTILL INTO TOP 6" OFPREPARED SOILPLANTING MIX:1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOIL(SEE SOIL MODIFICATIONCHART)PLANT SHALL BE PLANTED SOTHAT THE POINT AT WHICH THEROOT FLARE BEGINS IS SETLEVEL WITH GRADE. CUT ANDREMOVE BURLAP FROM TOPONE-THIRD OF ROOT BALL ASSHOWNCONTAINERB&B BIOBARRIERROOT BARRIERNOT TO SCALE(NE-L049901 - 07/2025)PREPARED SOILFOR TREES(SEE PLANTINGDETAIL)UNDISTURBEDSUBGRADESEE DECIDUOUS OREVERGREEN TREE DETAILFOR PLANTING PURPOSESTREEBIOBARRIER ROOTBARRIER FABRIC ORAPPROVED EQUALBIOBARRIER ROOT BARRIERFABRIC TO BE INSTALLEDTO THE DEPTH OF THEBOTTOM OF STONE BASECOURSE OR 10",WHICHEVER IS GREATER10' MAXCONCRETESIDEWALKNOTES:1.ANY TREE INSTALLED WITHIN 10 FT OF NEW CONCRETESIDEWALKS SHOULD BE INSTALLED WITH BIOBARRIER ROOTBARRIER FABRIC AS SHOWN.2.TREES SHALL BE INSTALLED ACCORDING TO THEAPPROPRIATE PLANTING DETAIL. GROUNDCOVERPLANTINGNOT TO SCALE(NE-L040104 - 07/2025)INCORPORATE 2" OF PEATINTO 6" OF PLANTINGMIXTURE, AS SPECIFIED1" DOUBLESHREDDEDHARDWOOD BARKMULCHEDGING(AS SPECIFIED)FINISHEDGRADETOPSOIL BLACK ALUMINUM EDGINGNOT TO SCALE(NE-L030301 - 07/2025)FINISH GRADE18" STAKE INTOUNDISTURBEDGROUND EVERY 30"O.C. LAP JOINTS ASPER MANUFACTURERSRECOMMENDATION.3/16" x 4" BLACKALUMINUM EDGINGLAWN OR GRAVEL AREAUNDISTURBED SUBGRADEPREPAREDTOPSOILMULCHAS SPECIFIED ARBORTIESTAKINGNOT TO SCALE(NE-L049902 - 07/2025)ARBORTIEARBORTIEARBORTIEABARBORTIEARBORTIESTEP 1:TIE A SIMPLE KNOT18-24" FROM EITHEREND OF THE ARBORTIE.(DEPENDING ON THEDIAMETER OF THE TREE)THIS ENDWRAPPEDAROUND TREEAFTER KNOT ISTIGHTENEDTYPICALGUYINGINSTALLATIONTHIS END TOSTAKETHIS END TOSTAKESTEP 4:SLIDE KNOT JUSTCOMPLETED UP TO THEKNOT TIED IN STEP 1.FASTEN FREE END TOSTAKE OR ANCHOR.THIS END TOSTAKESTEP 3:FOLLOW MOTION OFARBORTIE AS SHOWN,FINISHING THE KNOTBY PULLING TIGHTLYON POINTS A AND BAT THE SAME TIME.STEP 2:WRAP THIS ENDAROUND TREE. BEGINA NEW KNOT BELOWTHE KNOT THAT WASTIED IN STEP 1.THIS END TOSTAKETHIS END TOSTAKESTEP 5:THE ARBORKNOTPROVIDES SECURE,GIRDLE FREEATTACHMENT OF THEARBORTIE TO TREE.13TREETRUNKMIN. OF THREE(3) STAKES TOEACH TREENOTES:1.SPECIFIED ARBORTIE GREEN (OR WHITE) STAKINGAND GUYING MATERIAL IS TO BE FLAT WOVENPOLYPROPYLENE MATERIAL. 3/4" WIDE, 900 LB.BREAK STRENGTH. ARBORTIE SHALL BE FASTENEDTO STAKES IN A MANNER WHICH PERMITS TREEMOVEMENT AND SUPPORTS THE TREE. MASSACHUSETTS LANDSCAPE SPECIFICATION1.SCOPE OF WORK:·THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATIONPERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENTNECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR.2.MATERIALS·GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATEDEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.·TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAYCLODS.·LAWN:-ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM 6" THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THELOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATIONMETHODS INDICATED ON THE LANDSCAPE PLAN.-LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.-SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. SOD INSTALLED ONSLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.-MULCH - ALL PLANTING BEDS SHALL BE MULCHED WITH A 3" THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARKMULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN AND/OR LANDSCAPE PLAN NOTES / DETAILS.·FERTILIZER:-FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGSSHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOFPLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.-FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4%POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY ACERTIFIED SOIL LABORATORY. CONTRACTOR TO ADHERE TO STATE REGULATIONS REGARDING APPLICATION OFFERTILIZERS.·PLANT MATERIAL:-ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERYSTOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION(FORMERLY THE AMERICAN ASSOCIATION OF NURSERYMEN).-IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANTMATERIAL.-PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONEPLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.-TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", WHICH HAVENOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANYTIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.-ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELLDEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS,EGGS OR LARVAE.-CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER ATSIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED ATA POINT 12" ABOVE THE NATURAL GRADE.-SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGESTBRANCH.-TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.3.GENERAL WORK PROCEDURES·CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THESITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BEPROPERLY STORED, STOCKPILED OR DISPOSED OF.·WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALLNOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.4.SITE PREPARATIONS·BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BYTHE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.·ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANYDAMAGED BRANCH SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTHAND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACEDAROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONALROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE(1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE.·CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TOINSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THEBEGINNING OF WORK.5.TREE PROTECTION·CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTIONZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER ISGREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED.·A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVEDEQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTSSHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTIONDETAIL.·WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIORTO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTIONZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTIONACTIVITY HAS BEEN COMPLETED.·AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFTSTANDING IN THE TREE PROTECTION ZONE.6.SOIL MODIFICATIONS·CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOILTESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.·LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THEGROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THELANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.·THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMEDBY A CERTIFIED SOIL LABORATORY.·TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THETOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTEDTO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PHHIGHER THAN 7.5.-TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINEBARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TOBRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BEADDED TO INCREASE DRAINAGE.-MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAYLOAM UP TO 30% OF THE TOTAL MIX.7.FINISHED GRADING·UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OFTOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE.·LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THESUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±).·ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGEOF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECTENGINEER OR LANDSCAPE ARCHITECT.·ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUNDTHE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.8.TOPSOILING·CONTRACTOR SHALL PROVIDE A 6" THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE ORCLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TOACHIEVE THE DESIRED COMPACTED THICKNESS.·ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BEREJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.·CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BEUTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOILMODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE.·ALL LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION ANDCULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THEFOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000SQUARE FOOT AREA - FOR BID PURPOSES ONLY [SEE SPECIFICATION 6.A.]):-20 POUNDS 'GRO-POWER' OR APPROVED SOIL CONDITIONER/FERTILIZER-20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER·THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.9.PLANTING·INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS ISNOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAINUNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR APERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOTMOISTURE.·PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER ANDSOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BEINSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.·ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN,SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.·ALL PLANTING CONTAINERS, BASKETS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLSDURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWNAGAINST THE ROOT BALL PRIOR TO BACKFILLING.·POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THELANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.·PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THEAPPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THEAPPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THEPLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTINGSEASONS:-PLANTS: MARCH 15 TO DECEMBER 15-LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1-PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATESEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIALSUBSTITUTIONS.·FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITHTRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLYINCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIABETULA VARIETIES POPULUS VARIETIESCARPINUS VARIETIES PRUNUS VARIETIESCRATAEGUS VARIETIES PYRUS VARIETIESKOELREUTERIA QUERCUS VARIETIESLIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSALIRIODENDRON TULIPIFERA ZELKOVA VARIETIES·PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOTBALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWINGPREPARED SOIL MIXED THOROUGHLY:-1 PART PEAT MOSS-1 PART COMPOSTED COW MANURE BY VOLUME-3 PARTS TOPSOIL BY VOLUME-21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:--2 TABLETS PER 1 GALLON PLANT--3 TABLETS PER 5 GALLON PLANT--4 TABLETS PER 15 GALLON PLANT--LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK·FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATERTHOROUGHLY.·ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, ISSET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL.·ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO AMINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.·GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TOPLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PERMANUFACTURER'S RECOMMENDATION.·NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTINGSTRUCTURES AND SIDEWALKS.·ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA ORSAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.·ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERINGSPECIFICATIONS AS LISTED HEREIN.10.TRANSPLANTING (WHEN REQUIRED)·ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.·IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELYWATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.·PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.·UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.·TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.·F TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATERTHAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREEREPLACEMENT GUIDELINES.11.WATERING·NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATERSHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THATALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTILPLANTS ARE ESTABLISHED.·SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE,CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLYPLANTED TREES.·IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL,BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THEDESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.12.GUARANTEE·THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF 1 YEAR FROM APPROVAL OFLANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCEBOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THECONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THEOWNER OR AUTHORIZED REPRESENTATIVE.·ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRISSHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.·TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAYMAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTSSHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS ANDDISEASE.·LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONSSUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OFERODED OR BARE AREAS.13.CLEANUP·UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTORSHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BECLEANED.·THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER ORAUTHORIZED REPRESENTATIVE.14.MAINTENANCE (ALTERNATIVE BID):·A 90 DAY MAINTENANCE PERIOD SHALL COMMENCE AT THE END OF ALL LANDSCAPE INSTALLATION OPERATIONS. THE 90DAY MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWLY INSTALLED LANDSCAPING HAS BEENMAINTAINED AS SPECIFIED ON THE APPROVED LANDSCAPE PLAN. ONCE THE INITIAL 90 DAY MAINTENANCE PERIOD HASEXPIRED, THE OWNER/OPERATOR MAY REQUEST THAT BIDDERS SUBMIT AN ALTERNATE MAINTENANCE BID FOR AMONTHLY MAINTENANCE CONTRACT. THE ALTERNATE MAINTENANCE CONTRACT WILL ENCOMPASS ANY WORK THAT ISCONSIDERED APPROPRIATE TO ENSURE THAT PLANT AND LAWN AREAS ARE HEALTHY AND MANICURED TO THE APPROVALOF THE OWNER/OPERATOR.HYDROSEED SPECIFICATIONS1.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRISLARGER THAN 2" DIAMETER.2.PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.3.SEEDING RATES:a)PERENNIAL RYEGRASS 1/2 LB/1000 SFb)KENTUCKY BLUEGRASS 1 LB/1000 SFc)RED FESCUE 1/2 LB/1000 SFd)SPREADING FESCUE 1/2 LB/1000 SFe)FERTILIZER (16.32.16) 2 LB/1000 SFf)LIQUID LIME 1 GAL/800 GAL.g)TANK TACKIFIER 35 LB/800 GAL.h)TANK FIBER MULCH 30 LB/1000 SF4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TOIRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS APPROVED BY OWNER.L-102LANDSCAPENOTES ANDDETAILSCRUSHED STONEMULCHNOT TO SCALE(NE-L039902 - 06/2025)4"CRUSHED STONEFINISHED GRADE.SEE MATERIALS PLANFINISHED GRADE.SEE PLANS FOR ELEVATIONWEED BARRIER FABRICCOMPACTED SUBGRADE1/8 " X 4" STEEL EDGE WITHSTAKES EVERY 2"SPECIFICATIONSNAME; 1"-1.5" CRUSHED BLUESTONE GRAVEL.COLOR; COLORS WILL BE GREYS WITH BLUISH TONES.SIZE; STONE SIZES WILL RANGE FROM 1"-1.5" IN AT LEASTONE DIMENSION. STONE SIZING SHOULD BE UNIFORM WITHLITTLE VARIATION FROM THIS RANGE.SILT CONTENT; STONE NEEDS TO BE CLEAN OF DEBRIS ANDSILT AT TIME OF DELIVERY. 121343662IYANNOUGH ROAD(AKA MA ROUTE 132)(PUBLIC - 80' WIDE ROW)MAP 311LOT 13N60°19'44"W175.00'N12°52'41"E240.90'S84°40'38"E169.02'S12°52' 4 1 " W 313.69'MAP 329LOT 003MAP 311LOT 11MAP 311LOT 862THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CONTROL POINT ASSOCIATES, INC., IS PROHIBITED.CONTROL POINT ASSOCIATES, INC.- ALL RIGHTS RESERVED.REFERENCES:1. THE TAX ASSESSOR'S MAP OF BARNSTABLE, BARNSTABLE COUNTY, SHEET #311.2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, BARNSTABLECOUNTY, MASSACHUSETTS (ALL JURISDICTIONS) PANEL 566 OF 875," MAP NUMBER 25001C0566J, MAPREVISED: JULY 16, 2014.3. MAP ENTITLED "AS-BUILT SURVEY, MCDONALD'S CORPORATION, IYANNOUGH ROAD, TOWN OF BARNSTABLE(HYANNIS), STATE OF MASSACHUSETTS," PREPARED BY CONTROL POINT ASSOCIATES, DATED MARCH 8, 1999.4.MAP ENTITLED "SUBDIVISION OF LAND IN BARNSTABLE" PREPARED BY WHITNEY & BASSETT, SURVEYORS,DATED SEPTEMBER 1968, RECORDED BY BARNSTABLE REGISTRY OF DEEDS, LAND COURT CASE #25266D.5.GAS MAPPING PROVIDED BY NATIONAL GRID.6.MAP ENTITLED "TOPOGRAPHIC AND PERIMETER SURVEY FOR MCDONALD'S CORPORATION, IYANNOUGHROAD (ROUTE 132), HYANNIS, MASS," PREPARED BY AYOUB ENGINEERING, INC., DATED JANUARY 14, 1985,PROJECT NO. 1199.7.MAP ENTITLED "SITE UTILITY PLAN PREPARED FOR MCDONALD'S CORPORATION, HYANNIS, MA, IYANNOUGHROAD (RT. 132), ASSESSOR'S MAP 331, PARCEL 36," PREPARED BY AYOUB ENGINEERING, DATED NOVEMBER17, 1999.8.TOWN OF BARNSTABLE, MASS. CHAPTER 240 ZONING ORDINANCE.9.MAP ENTITLED "BOUNDARY, TOPOGRAPHIC SURVEY", PREPARED BY CONTROL POINT ASSOCIATES, INC.,DATED SEPTEMBER 26, 2017.10.MAP ENTITLED "FIELD SKETCH, 654 IYANNOUGH RD, BARNSTABLE COUNTY, COMMONWEALTH OFMASSACHUSETTS," PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED NOVEMBER 20, 2025. SUEPROJECT NO. 08-250895-00.RTOWN OF BARNSTABLEBARNSTABLE COUNTY654 IYANNOUGH ROADMAP 311, LOT 86McDonald'sL/C# 020-0040LEGENDEXISTING CONTOUREXISTING SPOT ELEVATIONEXIST. TOP OF CURB ELEVATIONEXIST. BOTTOM OF CURB ELEVATIONAPPROX. LOC. UNDERGROUND ELECTRIC LINEAPPROX. LOC. UNDERGROUND NATURAL GAS LINEAPPROX. LOC. UNDERGROUND TELEPHONE LINEAPPROX. LOC. UNDERGROUND WATER LINEDEPRESSED CURBWATER VALVEDRAINAGE/STORM MANHOLESANITARY/SEWER MANHOLETELEPHONE MANHOLEELECTRIC MANHOLECLEAN OUTPIPESIGNBOLLARDUNDER GROUNDDEPRESSED CURBEDGE OF CONC.EDGE OF PAVEMENTLANDSCAPED AREASOLID WHITE LINESOLID YELLOW LINEHEIGHTBUILDINGBUILDING FOOTPRINT AREANO VISIBLE PIPEUNKNOWN TERMINUSAPPROX. LOC. UNDERGROUND SANITARY LINEAPPROX. LOC. UNDERGROUND DRAINAGE LINECATCH BASINSPAINTED HANDICAPPEDPAINTED ARROWSCLEARANCE BARMENU BOARDEVIDENCE FOUND10PARKING SPACE COUNTSHEET-R.J.K.A.B.REVIEWED:FIELD CREWDRAWN:C.W.10-31-2025-FIELD BOOK NO.FIELD BOOK PG.OFG.L.H.APPROVED:DATE1" = 20'SCALE03-170221-00FILE NO.NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSEDWITH RAISED IMPRESSION OR BLUE INK SEAL010204080( IN FEET )1 inch = 20 ft.GRAPHIC SCALE20GERRY L. HOLDRIGHTMASSACHUSETTS PROFESSIONAL LAND SURVEYOR #4921111ALTA/NSPS LAND TITLE SURVEYDATECONTROL POINTASSOCIATES, INC.352 TURNPIKE ROADSOUTHBOROUGH, MA 01772508.948.3000WWW.CPASURVEY.COMWARREN, NJ 908.668.0099CHALFONT, PA 215.712.9800MT. LAUREL, NJ 609.857.2099MANHATTAN, NY 646.780.0411LONG ISLAND, NY 631.580.2645ALBANY, NY 518.217.5010ROCHESTER, NY 585.250.1764PHILADELPHIA, PA 215.712.9800HUDSON VALLEY, NY 845.691.7339FT. LAUDERDALE, FL 954.763.761111-21-202511-21-2025!IDOYUG STC-APOOFBESURFACE ANYWHERE IN THE STATE.RELLDESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'STHE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION BY EXCAVATORS,1-888-344-7233CALL811.COMVICINITY MAP(NOT TO SCALE)SITECOMMONWEALTH OF MASSACHUSETTSEXIST. FINISHED FLOOR ELEVATIONEXIST. DOOR SILL ELEVATIONOVERHEAD WIRESGAS METERUTILITY POLEGUY WIREAREA LIGHTDECIDUOUS TREE & TRUNK SIZEBUILDING DIMENSIONCHAIN LINK FENCEMETAL COVERDOUBLE YELLOW LINEDASHED WHITE LINEZONING TABLEZONING INFORMATION(B) BUSINESS DISTRICTSOURCE :TOWN OF BARNSTABLE ZONING ORDINANCEBULK REQUIREMENTSITEMREQUIRED MIN LOT AREA- MIN FRONTAGE20' MIN FRONT YARD ALONGROUTE 132100'MIN FRONT YARDLANDSCAPE10'MIN SIDE YARD- MIN REAR YARD- MAX BUILDING HEIGHT30' PARKING-NOTE: ZONING CRITERIA IDENTIFIED HEREON ARE BASEDUPON PRELIMINARY RESEARCH AND PRESENTED FORREFERENCE ONLY. SAME MUST BE CONFIRMED WITHLOCAL ZONING OFFICIAL AND LEGAL COUNSEL TOCONFIRM VALIDITY.NOTES:1.PROPERTY KNOWN AS LOT 86 AS SHOWN ON THE TOWN OF BARNSTABLE, BARNSTABLE COUNTY,COMMONWEALTH OF MASSACHUSETTS, ASSESSOR'S MAP NO. 311.2.AREA = 46,458 SQUARE FEET OR 1.06 ACRES.3.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. THE LOCATION OF ALL UNDERGROUND UTILITIESSHOWN ARE BASED UPON MARKOUT PROVIDED BY VISIONARY SUBSURFACE SOLUTIONS. USING GROUNDPENETRATING RADAR AND ELECTROMAGNETIC DETECTION EQUIPMENT. ALL LOCATIONS AND SIZES AREBASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THEFIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. BEFORE ANYEXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE,AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEETHE UTILITIES SHOWN COMPRISE ANY OR ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE ORABANDONED.A QUALITY LEVEL SYSTEM IS UTILIZED TO IDENTIFY THE SOURCE OF THE UNDERGROUND UTILITYINFORMATION. THE METHOD OF DETERMINATION IS BASED ON CONTRACTUAL AGREEMENT WITH THE CLIENTAND IS DEPICTED ON THE SURVEY BY THE LINE TYPES SHOWN IN THE DRAWING LEGEND. FOR REFERENCE,THE QUALITY LEVELS ARE AS FOLLOWS:QUALITY LEVEL D -UTILITIES SHOWN BASED UPON REFERENCE MAPPING OR ORAL HISTORY. NOTFIELD VERIFIED.QUALITY LEVEL C -LOCATION OF UTILITY SURFACE FEATURES SUPPLEMENTS REFERENCE MAPPING.INCLUDES MARKOUT BY OTHERS.QUALITY LEVEL B -UTILITY LOCATION DATA IS COLLECTED THROUGH GEOPHYSICAL SENSINGTECHNOLOGY TO SUPPLEMENT SURFACE FEATURES AND OR REFERENCEMAPPING. INCLUDES MARKOUT BY CONTROL POINT ASSOCIATES, INC.QUALITY LEVEL A -HORIZONTAL AND VERTICAL LOCATION OF UTILITIES ARE OBTAINED USING VACUUMEQUIPMENT EXCAVATION OR OTHER METHODS TO EXPOSE THE UTILITY. LOCATIONSHOWN AT SINGLE POINT WHERE EXCAVATION OCCURRED UNLESS UTILITY WASLOCATED PRIOR TO FILLING.ALL FOUR TYPES MAY NOT BE PRESENT ON THIS SURVEY.4.THIS PLAN IS BASED ON A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. (THESURVEYOR), INFORMATION PROVIDED BY THE CLIENT AND OTHER REFERENCE MATERIAL AS LISTED HEREON.CHANGES TO THE PROPERTY AFTER THE FIELD DATE ARE NOT THE RESPONSIBILITY OF THE SURVEYOR.5.THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BYCHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. MAC25-0428KW, WITH A COMMITMENT DATE OFNOVEMBER 6, 2025. SEE EXCEPTIONS LIST FOR SURVEY RELATED EXCEPTIONS THAT APPEAR IN SCHEDULE B,PART II.THIS SURVEY DOES NOT ADDRESS OWNERSHIP AND POSSIBLE RIGHTS OF ADJOINING PROPERTIES.THIS SURVEY IS THE OPINION OF THE SURVEYOR AND IS NOT A LEGAL DECISION REGARDING PROPERTYBOUNDARY OR RIGHTS.6.BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X-UNSHADED (AREASDETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER REF. #2.7.THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELDSURVEY. SURVEY DOES NOT ADDRESS ENVIRONMENTAL CONDITIONS OR LAND SUITABILITY.8.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS/GNSSOBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNET GPS).TEMPORARY BENCH MARKS SET:TBM-A: MAG NAIL SET IN CONCRETE OF CENTER ISLAND. ELEVATION = 56.47TBM-B: MAG NAIL SET IN ASPHALT PARKING AREA. ELEVATION = 55.20'SEVEN (7) DAYS PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THEBENCHMARKS ILLUSTRATED ON THIS SURVEY HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVEBEEN CONFIRMED.ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. SURVEYOR IS NOT RESPONSIBLE FORCONTRACTOR'S FAILURE TO COMPLY.9.THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE,PERMANENT ADDITION, ETC.10.ANY DISCREPANCIES FOUND ON THE SURVEY SHOULD BE REPORTED TO THE SURVEYOR IMMEDIATELY.11.THIS SURVEY WAS PREPARED FOR MCDONALDS USA, LLC AND INTENDED ONLY FOR THE USE BY THE CLIENTAS CONTRACTED FOR THE PROJECT AND THE PURPOSE ORIGINALLY INTENDED. NO FURTHER PARTIESOTHER THAN THOSE CERTIFIED HEREON SHALL RELY ON IT FOR ANY PURPOSE.12.THE LAND SHOWN ON THIS SURVEY IS THE SAME AS THAT DESCRIBED IN A COMMITMENT FOR TITLEINSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY,COMMITMENT NO. MAC25-0428KW, WITH ACOMMITMENT DATE OF NOVEMBER 6, 2025.13.THE CURRENT ZONING CLASSIFICATION ITEM 6(a), 6(b) WAS NOT PROVIDED BY THE CLIENT AS REQUIRED BYTHE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS.14.THE PROPERTY HAS DIRECT VEHICULAR AND PEDESTRIAN ACCESS TO IYANNOUGH ROAD (A.K.A. MA ROUTE132, PUBLIC RIGHT OF WAY).15.PARKING COUNT:REGULAR = 45 SPACESRESERVED = 03 SPACESTOTAL = 48 SPACES16.NO EVIDENCE OF PARTY WALLS OBSERVED ON LOCUS PROPERTY AT THE TIME OF THE SURVEY.17.THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDINGADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK.18.NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES HAVE BEEN MADE AVAILABLE TO THE SURVEYORBY THE CONTROLLING JURISDICTION.19.THIS SURVEY DOES NOT SHOW THE EXISTENCE OF WETLANDS, IF ANY.FIELD DATEEXHIBIT “A”COMMITMENT NO MAC25-0428KW WITH AN EFFECTIVE DATE OF NOVEMBER 6, 2025.A CERTAIN PARCEL OF REGISTERED LAND ON IYANNOUGH ROAD IN BARNSTABLE(HYANNIS), BARNSTABLE COUNTY, MASSACHUSETTS, MORE PARTICULARLY DESCRIBEDAS FOLLOWS:SOUTHWESTERLY BY IYANNOUGH ROAD, ONE HUNDRED SEVENTY-FIVE (175) FEET;NORTHWESTERLY BY LOT 8, TWO HUNDRED FORTY AND 91/100 (240.91) FEET;NORTHERLY BY A PORTION OF LOT 6, ONE HUNDRED SIXTY-NINE AND 01/100 FEET; ANDSOUTHEASTERLY BY LOT 10, THREE HUNDRED THIRTEEN AND 69/100 (313.69) FEET.SAID LAND IS SHOWN AS LOT 9 ON PLAN HERINAFTER MENTIONED.ALL OF SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS SHOWNON SUBDIVISION PLAN 25266-D, DATED SEPTEMBER 1968, DRAWN BY WHITNEY &BASSETT, SURVEYORS, AND FILED IN THE LAND REGISTRATION OFFICE AT BOSTON, ACOPY OF WHICH IS FILED IN BARNSTABLE COUNTY REGISTRY OF DEEDS IN LANDREGISTRATION BOOK 131, PAGE 89 WITH CERTIFICATE OF TITLE NO. 17869, ANDSAID LAND IS SHOWN THEREON AS LOT 9.SCHEDULE B, PART IIGENERAL EXCEPTIONS 1 THROUGH 5 ARE NOT SURVEY RELATED AND HAVE NOT BEENCOMMENTED ON AS A PART OF THIS SURVEY.6EASEMENT TO CAPE & VINEYARD ELECTRIC COMPANY ET AL DATED MARCH 28,1969, FILED AS DOCUMENT NO. 128636. 15' WIDE CAPE & VINEYARD ELECTRICCOMPANY EASEMENT SHOWN HEREON.7DECLARATION OF RESTRICTIVE COVENANT DATED NOVEMBER 21, 1985, FILED ASDOCUMENT NO. 387342. RESTRICTION FOR PROPERTY USE; NOT PLOTTABLE.8ZONING BOARD OF APPEALS DECISION BY THE TOWN OF BARNSTABLE FILED MAY13, 2021 AS DOCUMENT NO. 1428460. SPECIAL PERMIT APPROVAL FORADDITIONAL DRIVE-THRU SIGNS; SHOWN HEREON.THIS SURVEY WAS PRODUCED WITH THECOLLABORATION AND SUPPORT OF THEFOLLOWING COMPANY:UNDERGROUND UTILITY INFORMATION AND MARKOUT PERFORMED BY:McDONALD'S USA, LLCTHIS SURVEY IS CERTIFIED TO:MCDONALD'S CORPORATIONMCDONALD'S REAL ESTATE COMPANYMCDONALD'S USA, LLCCHICAGO TITLE INSURANCE COMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEYON WHICH IT WAS BASED WERE MADE IN ACCORDANCE WITHTHE "2021 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTA/NSPS LAND TITLE SURVEYS", JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5,6(a), 6(b), 7(a), 7(b)1, 7(b)2, 7(c), 8, 9, 10, 11(a), 11(b), 13, 14, 16, 17,18 , 19 & 20 OF TABLE A THEREOF. THE FIELD WORK WASCOMPLETED ON OCTOBER 31, 2025.SUBSURFACE UTILITY QUALITY LEVEL CSUBSURFACE UTILITY QUALITY LEVEL DPOLYVINYL CHLORIDE PIPECORRUGATED METAL PIPECORRUGATED PLASTIC PIPEINVERT ELEVATIONOFFSET OF STRUCTURE AT GROUNDLEVEL RELATIVE TO PROPERTY LINEHIGH DENSITY POLYETHYLENE PIPEUNABLE TO OPENTYPICAL8888#TITLE REPORT EXCEPTION86MASSACHUSETTS STATE PLANE COORDINATE SYSTEM - NAD 83