Loading...
HomeMy WebLinkAbout5255 Town Fair Tire Development Plans Revised 09.15.26SITE DEVELOPMENT PLANSPROPOSEDTOWN FAIR TIRE CENTERLOCATION OF SITE484 STATION AVENUE, VILLAGE OF SOUTH YARMOUTH BARNSTABLE COUNTY, MASSACHUSETTSMAP 97, LOT 22FORCONTACT: MATTHEW ASHLEY, P.E.PREPARED 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-101COVERSHEETUSGS MAPSCALE: 1" = 2,000'SOURCE: USGS, 2025DENNIS QUADRANGLEAERIAL MAPSCALE: 1" = 150'SOURCE: NEARMAP AERIAL IMAGERY, 2025REFERENCES¨BOUNDARY & TOPOGRAPHIC SURVEY:CONTROL POINT ASSOCIATES, INC.352 TURNPIKE ROADSOUTHBOROUGH, MA 01772DATED: 02-06-202603-260005-00ELEVATIONS: NAVD 1988¨ALTA/ACSM LAND TITLE SURVEY:DOWN CAPE ENGINEERING, INC.939 MAIN STREETYARMOUTH PORT, MA 02675DATED: 01-16-2006¨ARCHITECTURAL PLAN:ANDREW C. MILLIKEN (ARCHITECT)171 MAPLEWOOD DRIVEHAWLEY, PA 18428DATED: NOT PROVIDED¨MEP PLAN:ENGINEERED SYSTEMS, INC.304 CAMBIRDGE ROAD, SUITE 510WOBURN, MA 01801DATED: 08-28-2026GOVERNING AGENCIES¨PLANNING, ZONING COMMITTEE1146 ROUTE 28SOUTH YARMOUTH, MA 02664PHONE: (508) 398-2231¨BUILDING DEPARTMENT1146 ROUTE 28SOUTH YARMOUTH, MA 02664PHONE: (508) 398-2231 EXT. 1261FAX: (508) 398-0836¨FIRE DEPARTMENT96 OLD MAIN STREETSOUTH YARMOUTH, MA 02664PHONE: (508) 398-2212FAX: (508) 760-4858ROW JURISDICTION¨TRAFFIC, STORMWATER, WATER &SEWERDEPARTMENT OF PUBLIC WORKS (DPW)74 TOWN BROOK ROADWEST YARMOUTH, MA 02673PHONE: (508) 398-2231FAX: (508) 398-0836THE ABOVE REFERENCED DOCUMENTS AREINCORPORATED BY REFERENCE AS PART OF THESE PLANS,HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THEACCURACY OF THE WORK REFERENCED OR DERIVED FROMTHESE DOCUMENTS, BY OTHERS.REFERENCES AND CONTACTSSHEET INDEXSHEET TITLESHEET NUMBERCOVER SHEETC-101GENERAL NOTES AND LEGENDC-102JURISDICTIONAL NOTESC-103EXISTING CONDITIONS/DEMOLITION PLANC-201SITE PLANC-301GRADING AND DRAINAGE PLANC-401UTILITY PLANC-501EROSION AND SEDIMENT CONTROL PLANC-801EROSION AND SEDIMENT CONTROL NOTES ANDDETAILSC-803CONSTRUCTION DETAILSC-901 - C-903LANDSCAPE PLANL-101LANDSCAPE NOTES AND DETAILSL-102ALTA SURVEY (BY OTHERS)1 SHEETBOUNDARY, TOPOGRAPHIC, & UTILITY SURVEY (BYOTHERS)2 SHEETSMEP PLAN (BY OTHERS)5 SHEETS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-101 COVRCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.STATION AVENUEPROP TOWN FAIRTIRE (TYP) 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. Sep 16, 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-102GENERALNOTESANDLEGEND1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-102 NOTECP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law. C-103JURISDICTIONALNOTES1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-103 JURSCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.MASSACHUSETTS DEMOLITION NOTES(Rev. 10/2025)1. THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE ANDINACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED AND/OR REMAIN. THE CONTRACTOR ISRESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATEDDURING SITE ACTIVITY.2. CONTRACTOR MUST FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIGEXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR MUST NOTIFYDESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATION OF ALL PROPOSEDIMPROVEMENTS.3. CONTRACTOR MUST INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTSRE-USE TO VERIFY SUITABILITY FOR SAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTORMUST PROVIDE A NEW STRUCTURE. THE CONTRACTOR MUST COORDINATE SUCH WORK WITH THE APPLICABLEUTILITY 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 ANDAPPURTENANCES IN THE FIELD TO CONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THECONTRACTOR MUST CARRY COSTS FOR REMOVAL OF ANY EXISTING STRUCTURES, APPURTENANCES, ANDUNDERGROUND 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 WITHTHE DIRECTION OF THE ENVIRONMENTAL CONSULTANT (TYP).7. WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT ORCOMBINATION THEREOF IT IS SHOWN ADJACENT TO THESE FEATURES FOR GRAPHICAL CLARITY.8. EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATEDOTHERWISE. REASONABLE CARE AND CAUTION MUST BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGEAND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DO NOT CONFLICT WITH THEDEVELOPMENT.9. CONTRACTOR MUST REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURINGCONSTRUCTION WITHIN EXISTING OR PROPOSED RIGHTS OF WAYS. ANY SUCH WORK MUST BE PERFORMED BYA LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGED LOOPS OR OTHER SIGNAL EQUIPMENTMUST BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR MUST BEAVAILABLE 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 EXISTINGUNDERGROUND UTILITIES BY USING A TEST PIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIORTO COMMENCEMENT OF CONSTRUCTION.11. CONTRACTOR MUST LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTINGMAIN AND/OR PROPERTY LINE. THESE SERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL /STATE TRANSPORTATION DEPARTMENT REQUIREMENTS.MASSACHUSETTS SITE NOTES(Rev. 10/2025)1. WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/ORREQUIRED TIME FRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIESMUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES(INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THEAPPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED).2. ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OFJURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILSAND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS ANDGEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT MUST GOVERN.3. THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESSDONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES.4. THE CONTRACTOR MUST REPAIR OR REPLACE IN KIND, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALLSIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIESWHETHER SPECIFIED ON THIS PLAN OR NOT.5. WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLEREQUIREMENTS 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 NOTREPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALLTYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BESET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINALSTRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THESTATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELYLICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TOGRADING NOTES REGARDING RETAINING WALL DESIGN.7. CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSEDBOLLARDS AND SIGNS. CONTRACTOR MUST PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS ANDBOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN.MASSACHUSETTS DRAINAGE NOTES(Rev. 10/2025)1. WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THECONTRACTOR 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 WHICHTHE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES ASAPPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X4FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THISRECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THEOWNER/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 OFSTRUCTURE 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 ONTHE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO60" 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 WITHOVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATER CONDITIONS SHALL BE SANITITE HPPOLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT.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 JURISDICTIONOVER 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 HAVINGJURISDICTION OVER THE WORK).2. ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES MUST BECOORDINATED BY THE CONTRACTOR WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANYMATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION ORPROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATETHE PROJECT.3. SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY ADISTANCE OF AT LEAST TEN (10) FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THEPIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES OF VERTICALSEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATESEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, ORCONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEASTTEN (10) FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BELOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAINCROSSES UNDER A SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BEPROVIDED. ALL CROSSINGS MUST BE IN ACCORDANCE WITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIESREGULATIONS.4. WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THECONTRACTOR 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 WHICHTHE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES ASAPPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X 4FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THISRECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THEOWNER/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 ACCORDANCEWITH 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, SANITARYLATERALS MUST BE PVC SDR 26.D. FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN TEN (10) FEET OF A BUILDING, PIPE MATERIAL MUSTCOMPLY WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES. CONTRACTOR MUST REFERTO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCAL OFFICIAL PRIOR TO ORDERINGOF MATERIALS.E. CONTRACTOR MUST VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS ANEXTERIOR GREASE INTERCEPTOR) OR OTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FORCOMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES PRIOR TO ORDERING OFMATERIALS.8. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OFTHE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BECEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUSTCOMPLY 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 UTILITYCOMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES MUST INCLUDE, BUT NOT BELIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (IF REQUIRED), BOLLARD /VEHICULAR PROTECTION, AND OTHER ITEMS AS MAY BE REQUIRED BY THE UTILITY PROVIDER FORINSTALLATION OF THE TRANSFORMER AND SWITCH GEAR (IF REQUIRED). GC MUST COORDINATE ALL ASPECTSOF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEEROF ANY CONFLICTS IN WRITING.MASSACHUSETTS GRADING NOTES(Rev. 10/2025)1. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY SIX (6) INCHES ABOVE PAVEMENT GRADE UNLESSOTHERWISE NOTED.2. THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THEFOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETESURFACES, 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 ANDDO NOT REPRESENT THE OVERALL HEIGHT OF THE WALL TO ITS EXTENTS (I.E. ANY CAP UNITS OR COURSESBELOW GRADE INCLUDING FOOTINGS ARE EXCLUDED). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOTIDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BESET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATEPROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUSTENSURE THAT THERE ARE NO UTILITIES ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAYBE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELYSUPPORTING 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 CONSTRUCTIONTHERE IS NO UNFINISHED SURFACE OR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAPSTONES)5. STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTOTHE RIGHT-OF-WAY OR ADJACENT PROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNERSHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTO ADJACENT PROPERTIES MUST BECONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES.6. BEFORE COMMENCING GRADING WORK, CONTRACTOR MUST SUBMIT SAMPLES OF ALL NATIVE AND IMPORTEDMATERIALS 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 INTERNATIONALBUILDING CODE AND STATE BUILDING CODE):A. THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE-SPECIFIC RETAINING WALL DESIGNPREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATEWHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLE ELEVATION, EXISTING & PROPOSEDSURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES,ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADSAND 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 RETAININGWALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS.B. PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BYTHE OWNER'S GEOTECHNICAL ENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FORFACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION AND DESIGN PROPERTIES AS NOTED ABOVEMUST BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALLCONSTRUCTION.9. CONTRACTOR MUST INSTALL CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENTWIDTH ALONG LENGTH OF PROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AABREQUIREMENTS.10. CONTRACTOR MUST REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES ANDPROVIDE FALL PROTECTION (E.G. FENCING OR RAILING) IN ACCORDANCE WITH SAID CODE.11. CONTRACTOR MUST COORDINATE WITH OWNER/OPERATOR TO REVIEW EXISTING DEPRESSIONS WITHINEXISTING PAVEMENT AREAS TO REMAIN AND MUST CONFIRM THAT THE SCOPE OF WORK MUST PROVIDEPOSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING.MASSACHUSETTS ACCESSIBILITY DESIGNGUIDELINES(Rev. 10/2025)1. IN ADDITION TO THE ACCESSIBILITY DESIGN GUIDELINES ON SHEET C-102, THE CONTRACTOR MUST ALSOENSURE THAT ALL ACCESSIBLE COMPONENTS AND ACCESSIBLE ROUTES ARE CONSTRUCTED IN STRICTACCORDANCE WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) REGULATIONS 521 CMR. THECONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIESBETWEEN THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE, AAB, AND STATE BUILDING CODE AS ITRELATES TO ANY ACCESSIBLE IMPROVEMENTS BEING CONSTRUCTED PRIOR TO COMMENCING THE WORK. LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W LO W L O W L O W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOW 7777777745612207143MAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'N07°36'01"W200.00'S85°43'52"W182.52'N07°36'01"W200.00'S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'S83°22'56"E238.10'UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILLIMIT OF EX CONCCURB (TBR)LIMIT OF EX CONCCURB (TBR)EX CONC CURB (TBR)EX GRASS (TBR)EX GRASS (TBR)APPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)THREE (3) EX PARKINGSPACES (TBR)SEVEN (7 EX PARKING SPACES TO BEREMOVED AND RELOCATED TO THE NORTHLIMIT OF EX CONC CURB (TBR)7APPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMITOF PROPSAWCUT (TYP)APPROX LIMIT OF PROP SAWCUT (TYP)THIS PLAN TO BE UTILIZEDFOR DEMOLITION PURPOSESONLY0SCALE: 1" = 20'2020510EXISTINGCONDITIONS/DEMOLITIONPLANC-2011234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA260007.00-4A----->LAYOUT: C-201 EXDMCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-PROPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law. LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W LO W L O W L O W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOW 7777777745620143MAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'N07°36'01"W200.00'S85°43'52"W182.52'N07°36'01"W200.00'S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'S83°22'56"E238.10'UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILAPPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)7PROP RETAIL BUILDING ADDITION(REFER TO ARCH PLANS)6,732± SF845'50.4'PROP INSTALLATION AREA(REFER TO ARCH PLANS)2,376± SFSALES AREA4,356± SF289 '164.8'10.0'(TYP)20.0' (TYP)APPROX LOCATION OF PROP SEVEN (7) RELOCATEDPARKING SPACES TO REPLACE SPACES TO BE REMOVEDPLUS ONE SPACE FOR SPACE LOST TO NEW ADA SPACEPROP CONC CURB (TYP)PROP 5' WIDE CONCSIDEWALK (TYP)PROP CONC CURB (TYP)PROP BOLLARD(TYP OF 6)PROP CANOPY (TYP - REFER TO ARCH PLANS)PROP BOLLARD (TYP OF 5)PROP VAN ACCESSIBLE ADASIGN ON BOLLARD (TYP)PROP 15'x30' TIRE RACK CANOPY(TYP - REFER TO ARCH PLANS)PROP DUMPSTER AREA(TO BE SHARED WITHADJACENT TENANT)PROP BOLLARD 6'O.C. (TYP OF 5) 3 ' R PROP GARAGEENTRY (TYP OF 5)PROP BUILDING ENTRY (TYP)PROP BUILDINGENTRY (TYP)PROP ADA PARKINGSPACE WITH AISLE (TYP)8'8'9'PROP PAVEMENTSTRIPING (TYP)APPROX LOCATION OF PROP COLUMN(TYP - REFER TO ARCH PLANS)PROP ADARAMP (TYP) 1 0 ' R 10'R 10'R 5'R 3'R310.0'(TYP)20.0' (TYP)PROP LSA(TYP)PROP LSA (TYP)PROP LSA (TYP) 3 'R 3'RSSSSFF 56.10DC-301SITEPLANTHIS PLAN TO BE UTILIZEDFOR SITE LAYOUT PURPOSESONLY1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA260007.00-4A----->LAYOUT: C-301 SITECP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-PROPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.ZONING TABLEZONE: B1 - BUSINESS DISTRICT & AQUIFER PROTECTION OVERLAY DISTRICTPROPOSED USE: TIRE SALES AND TIRE SERVICE / INSTALLATION(TOWN BYLAW USE H11: MISC RETAIL STORES & L5: OTHER AUTO SERVICES)MAP: 97 | LOT: 22BULK REQUIREMENTSITEMCODEPERMITTEDEXISTINGPROPOSEDMIN LOT AREA203.525,000 SF416,433 SF (9.57 AC.)NO CHANGEMIN LOT FRONTAGE203.5150 FT>150 FTNO CHANGEMIN YARD SETBACKSFRONT YARD203.5, NOTE J75 FT148.1 FTNO CHANGESIDE YARD203.525 FT221.4 FT164.8 FTREAR YARD203.520 FT136.7 FT89.0 FTMAX PERMITTED HEIGHT203.4.235 FT33.8 FT<35.0 FTMAX BUILDING COVERAGE203.525%15.1%17.2%MIN PARKING SETBACKS FOR BUSINESS DISTRICTSPARKING BUFFER TO ROW301.4.920 FT>20 FTNO CHANGEBUFFER TO PROPERTY LINES 301.4.910 FT>10 FTNO CHANGEKEY =VARIANCE REQUIRED0SCALE: 1" = 20'2020510PARKING REQUIREMENTSITEMCODE PERMITTEDEXISTINGPROPOSEDMIN STALL SIZE301.4.210 FT X 20 FT (1)10 FT X 20 FT10 FT X 20 FTMIN AISLE WIDTH301.4.3 20-24 FT20-30 FTNO CHANGELOADING REQUIREMENTS301.6AS NEEDEDN/AN/AMIN LOADING SIZE-N/AN/AN/AMIN NUMBER OF STALLS (2)301.5190±323318MIN NUMBER OF ADA STALLS11213(1) 1O FT X 18 FT ALLOW IF SPACE FOR A 2.5 FT BUMPER OVERHANG(2) PARKING COUNTS INCLUDE ADJACENT LOT 23-C1REQUIRED FOR USE (PROPOSED TIRE SALES AND INSTALLATION):RETAIL AREA: 1 SPACE PER 7 OCCUPANTS. OCCUPANCY LOAD = 4268 SF / 60 SF/PERSON = 72, 72 OCCUPANTS / 7 = 10 SPACESTIRE INSTALLATION AREA: 1 SPACE PER 2 OCCUPANTS. OCCUPANCY LOAD = 8, 8 OCCUPANTS / 2 = 4 SPACESKEY =VARIANCE REQUIRED 55565556 55 5656 LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W L O W L O W LO W LO W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOWMAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'N07°36'01"W200.00'S85°43'52"W182.52'N07°36'01"W200.00'S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'S83°22'56"E238.10'UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILAPPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)PROP RETAIL BUILDING ADDITION(REFER TO ARCH PLANS)6,732± SFAPPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMITOF PROPSAWCUT (TYP)APPROX LIMIT OF PROP SAWCUT (TYP)WWW W W W W WSSSSSSSSSSWSETC 56.00BC 55.50 ±METC 55.92BC 55.42 ±MEME|G 55.11±ME|G 55.14±TC 55.70BC 55.20 ±METC=BC 55.45TC=BC 55.47FF 56.10G 56.07G 56.10G 56.10G 56.10G 56.10G 56.10ME|G 55.92±TC 55.80BC 55.30 ±METC 55.38 ±MEBC 54.88 ±METC 56.02BC 55.52G 56.10TC 55.82BC 55.32 ±METC 56.56BC 56.06TC 56.17BC 55.67TC 55.74BC 55.24 ±METC 55.76BC 55.26 ±METC 55.60BC 55.10 ±METC 56.04BC 55.54TC 56.04BC 55.54TC 56.02BC 55.52TC 55.54 ±MEBC 55.04 ±METC 55.60 ±MEBC 55.10 ±METC 55.13 ±MEBC 54.63 ±METC 55.16 ±MEBC 54.66 ±METC 55.94 ±MEBC 55.44 ±MEGH 56.08GL 55.15 ±MEME|G 54.89±ME|G 54.85±PROP UNDERGROUND INFILTRATION BASIN (UGB)10 STORMTECH MC-3500 CHAMBERSTOP OF STONE: 54.30TOP OF CHAMBER: 53.30BOT OF CHAMBER: 49.55BOT OF STONE: 48.80DGL=GH 54.87ME|G 55.31±A-10PROP ICSRIM 55.81INV IN 51.80 (8") A-20INV OUT 49.70 (8") UGBA-20PROP STM COINV 52.18 (8")APPROX LOCATION OF PROP ROOF DOWNSPOUT CONNECTION(TYP - REFER TO ARCH PLANS FOR DETAIL). PRIOR TOCONSTRUCTION, GC SHALL COORDINATE DIRECTLY WITH THEARCH/MEP AND NOTIFY THE EOR OF ANY CONFLICTS ORDISCREPANCIESPROP 19 LF OF 8" HDPE @ 2.5%PROP 11 LF OF 8" HDPE @ 2.5%G 56.10G 55.62G 55.64PROP INSPECTIONPORT (TYP OF 2)C-401GRADING ANDDRAINAGE PLANTHIS PLAN TO BE UTILIZEDFOR GRADING, DRAINAGE ANDUTILITIES PURPOSES ONLY1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA260007.00-4A----->LAYOUT: C-401 GRDRCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-PROPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.0SCALE: 1" = 20'2020510 LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W L O W L O W LO W LO W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOWMAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'N07°36'01"W200.00'S85°43'52"W182.52'N07°36'01"W200.00'S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 'S83°22'56"E238.10'UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILAPPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)PROP RETAIL BUILDING ADDITION(REFER TO ARCH PLANS)6,732± SFAPPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMITOF PROPSAWCUT (TYP)APPROX LIMIT OF PROP SAWCUT (TYP)WWW W W W W WAPPROX. LOCATION OF PROP FIRE AND DOMESTIC WATERSERVICE CONNECTIONS WITH GATE VALVES, AND WATERMETERS (TYP - REFER TO ARCH/MEP PLANS FOR DETAIL).PRIOR TO CONSTRUCTION, GC SHALL COORDINATE WITHTHE ARCH/MEP AND NOTIFY THE EOR OF ANY CONFLICTSOR DISCREPANCIES.APPROX LOCATION OF PROP TEE CONNECTION TO EX WATER MAIN WITH GATE VALVE AND TAPPING SLEEVE.PRIOR TO CONSTRUCTION, GC SHALL VERIFY SIZE, MATERIAL, AND ELEVATION OF EX WATER MAIN AND NOTIFYTHE EOR OF ANY CONFLICTS. GC SHALL COORDINATE DIRECTLY WITH THE TOWN OF YARMOUTH TO ENSURECONNECTION IS MADE IN ACCORDANCE WITH THE TOWN OF YARMOUTH SPECIFICATIONS.PROP ANTI-SEEPCOLLAR (TYP OF 3)PROP BEND WITHTHRUST BLOCK (TYP)PROP 6" CLDI WATERSERVICE (TYP OF 2)SAPPROX. LOCATION OF PROP SANITARYSERVICE CONNECTION (TYP - REFER TOARCH/MEP PLANS FOR DETAIL). PRIORTO CONSTRUCTION, GC SHALLCOORDINATE WITH THE ARCH/MEP ANDNOTIFY THE EOR OF ANY CONFLICTSOR DISCREPANCIES.INV OUT 54.10 (6") B-10B-40PROP SMHRIM 54.77INV IN 50.00 (6") B-30INV IN 50.00 (4") EX GREASE TRAPINV OUT 50.00 (6") EX SEPTIC TANKPRIOR TO CONSTRUCTION, GC SHALL VERIFY SIZE, MATERIAL, ANDELEVATION OF EX SEWER SERVICE AND NOTIFY THE EOR OF ANYCONFLICTS. GC SHALL COORDINATE DIRECTLY WITH THE TOWN OFYARMOUTH TO ENSURE CONNECTION IS MADE IN ACCORDANCEWITH THE TOWN OF YARMOUTH SPECIFICATIONS.PROP 21 LF OF 6" SDR-35PVC @ 2.5% MINPROP 73 LF OF 6"SDR-35 PVC @ 2.5% MINSS B-50PROP NON HAZARDOUS INDUSTRIALWASTEWATER HOLDING TANKRIM 54.90INV IN 50.90 (6") BUILDINGREFER TO DETAIL ON SHEET C-902PROP 23 LF OF 6" SDR-35PVC @ 2.5% MINGC IS CAUTIONED THAT THE PROP SANITARY SERVICE IS INCLOSE PROXIMITY TO AND OR CROSSES EX SANITARY ANDELECTRIC LINES. PRIOR TO CONSTRUCTION, GC SHALLCONFIRM LOCATION, ELEVATION, AND SIZE OF EX UTILITIESAND NOTIFY THE EOR OF ANY CONFLICTS OR DISCREPANCIESSSSSSSSB-10PROP PUMP CHAMBERRIM 54.69INV IN 53.55 (6") BUILDINGINV OUT 53.45 (6") EX SEPTIC TANKB-20PROP SAN C/OB-30PROP SAN C/OPROP 5 LF OF 6" SDR-35PVC @ 2.5% MINPROP 5 LF OF 6" SDR-35PVC @ 2.5% MINWINV 51.48SPROP 2" ELEC CONDUIT FORHOLDING TANK ALARMSEPROP HIGH LIQUID LEVEL AND LEAKDETECTION ALARM PANEL WITH AUDIOAND LIGHT ALARM IN STAFFED LOCATION.REFER TO MEP PLANS SHEET P4.FF 56.10DC-501UTILITYPLANTHIS PLAN TO BE UTILIZEDFOR UTILITIES PURPOSESONLY1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA260007.00-4A----->LAYOUT: C-501 UTILCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-PROPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 22, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.0SCALE: 1" = 20'2020510 55565556 55 5656 LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W L O W L O W LO W LO W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOWMAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILAPPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)PROP RETAIL BUILDING ADDITION(REFER TO ARCH PLANS)6,732± SFAPPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMIT OF PROPSAWCUT (TYP)APPROX LIMITOF PROPSAWCUT (TYP)APPROX LIMIT OF PROP SAWCUT (TYP)WWW W W W W WSSSSSSSSSSWSEPROP EROSION CONTROL BARRIER TO CONSISTOF 12" COMPOST FILTER SOCK (TYP) OFFSETSHOWN FOR GRAPHICAL PURPOSES ONLYPROP INLET PROTECTION(TYP OF 2)PROP INLET PROTECTION(TYP OF 2)PROP INLET PROTECTION(TYP OF 2)FSFSAPPROX LOCATION OF PROPCONCRETE WASHOUT AREA (TYP)LIMIT OF PROP EROSIONCONTROL BARRIER (TYP)LIMIT OF PROP EROSIONCONTROL BARRIER (TYP)ECBECBECBECBAPPROX LOCATION OF TEMPORARY STOCKPILE AREA SURROUNDED BYCOMPOST FILTER SOCK. STOCK PILE AREA SHALL NOT BE LOCATED IN OR OVERPROP STORM WATER MANAGEMENT AREAS (TYP) LOCATION, NUMBER, AND SIZEMAY VARY DEPENDING UPON CONSTRUCTION ACTIVITIESECBECBECBECBECBECBECBEC B E C B E C B ECB ECB ECB ECB ECB E C B E C B E C B E C B E C B E C B E C B ECBECBECBECBECBECBECBECBECBECBECB ECB ECB ECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBECBPROP EROSION CONTROL BARRIER TO CONSISTOF 12" COMPOST FILTER SOCK (TYP) OFFSETSHOWN FOR GRAPHICAL PURPOSES ONLYTOTALDISTURBANCEAREA 20,878 SFFF 56.10DC-801SOIL EROSIONAND SEDIMENTCONTROL PLANTHIS PLAN TO BE UTILIZED FORSOIL EROSION AND SEDIMENTCONTROL PURPOSES ONLY1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-MAA260007.00-4A----->LAYOUT: C-801 EROSCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-PROPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.0SCALE: 1" = 20'2020510 C-803EROSION ANDSEDIMENTCONTROLNOTES ANDDETAILS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-803 ERODCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.PLAN VIEWPROFILE0 TO 2%2% TO 5%>5%LENGTH OF STONE REQUIREDCOARSE GRAINED SOILS FINE 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. TEMPORARY CONCRETE WASHOUT FACILITIESSHOULD BE LOCATED A MINIMUM OF 50 FT.FROM STORM DRAIN INLETS.2. ONCE CONCRETE WASTES ARE WASHED INTOTHE DESIGNATED AREA AND ALLOWED TOHARDEN, THE CONCRETE SHOULD BE BROKENUP, REMOVED, AND DISPOSED OF OFF-SITE.CONTRACTOR TO DISPOSE OF HARDENEDCONCRETE ON A REGULAR BASIS.3. THE CONCRETE WASHOUT SIGN SHALL BEINSTALLED WITHIN 30 FT. OF THE TEMPORARYCONCRETE WASHOUT FACILITY.4. PLASTIC LINING MATERIAL SHOULD BE AMINIMUM OF 10 MIL POLYETHYLENE SHEETINGAND SHOULD BE FREE OF HOLES, TEARS, OROTHER DEFECTS THAT COMPROMISE THEIMPERMEABILITY OF THE MATERIAL.5. WASHOUT FACILITIES MUST BE CLEANED, ORNEW FACILITIES MUST BE CONSTRUCTED ANDREADY FOR USE ONCE THE WASHOUT IS 75%FULL.6. STRAW BALE AND STAPLES MAY BESUBSTITUTED WITH ALTERNATE SECURINGMEASURES SUCH AS CONCRETE BLOCK.CONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT)SECTION A-ASTAPLE DETAILPLANCONCRETEWASHOUT10'(MIN)VARIES 3'3' 4"2"STAPLES2 PER BALE)10 MIL PLASTICLININGBINDING WIRESTRAW BALE(SEE NOTE 6)NATIVE MATERIAL(OPTIONAL)WOOD OR METALSTAKES (2 PER BALE)1/8" DIA.STEEL WIREWOODPOST 3" X3" X 8'0.5" LAGSCREWSBLACKLETTERSPLYWOOD 48" X24" PAINTEDWHITESTAKE (TYP)STRAW BALE (TYP)CONCRETE WASTEMANAGEMENT AREANOT TO SCALE(NE-O020201 - 09/2023)AA PLANELEVATIONAREA OF SITE CONSTRUCTIONAREA WITHIN PROTECTION ZONE/TREEDRIP LINE FENCE TO FOLLOW TREE DROPLINE OR 6' FROM TRUNK, WHICHEVER ISGREATER4' WOOD & WIRE SNOWFENCE WITH STEEL STAKE 18"O.C.WOOD & WIRE SNOW FENCE USED ASTREE GUARD TO PREVENT DAMAGE FROMCONSTRUCTION EQUIPMENTTREE DRIP LINE/TREE PROTECTION ZONE4' WOOD & WIRE SNOW FENCEWITH STEEL STAKES 18' O.C.AREA WITHIN TREE PROTECTION ZONE TOREMAIN UNDISTURBED DURINGCONSTRUCTIONTREE PROTECTION DURINGSITE CONSTRUCTIONNOT TO SCALE(NE-O030201 - 09/2023) NOTES:1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITHENDS TIGHTLY ABUTTING THE ADJACENT BALES.2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL.3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVENTHROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THEPREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BEDRIVEN FLUSH WITH THE BALE.4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE PROMPTLY AS NEEDED.5. DRAINAGE AREA NO MORE THAN 14 AC. PER 100 FEEL OF STRAW BALE DIKE FOR SLOPES LESSTHAN 25%.6. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCKOR IMPEDE STORM FLOW OR DRAINAGE.2 RE-BARS, STEEL PICKETS OR 2"x2" STAKE 1 1/2' TO 2' IN GROUND,DRIVE STAKES FLUSH WITH BALESANGLE FIRST STAKE TOWARDSPREVIOUSLY LAID BALEBOUND BALES PLACEDON CONTOURFLOWSTRAW BALEBARRIERNOT TO SCALE(NE-O030302 - 09/2023) BACKFILLSILT FENCE (3' WIDE)FABRICPOSTBACKFILLFILTERFABRICSLATPOSTPOSTFILTERFABRICSLATBACKFILL6"MINLAPNATIVE SOIL1-1/2" x 1-1/2" POSTFABRICWOOD OR PLASTIC SLAT STAPLEDTHROUGH FABRIC TO POST24" MIN12" MIN(12" MAXIN ROCKYSOIL.)NOTES:1. EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE.2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION).3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCHBOTTOM.4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH,BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND ANDPILING & TAMPING FILL AT THE BASE.PERSPECTIVE OF FENCETOE-IN METHODSDETAIL OF POST ATTACHMENTPRE-ASSEMBLED PRIOR TO INSTALLATIONFLOWSILT FENCENOT TO SCALE(NE-O040101 - 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 1.3B.3A.4"-6"4.3"5.6"12"2.0"NOTES:1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER, AND SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCHWITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THETRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCHAFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OFBLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITHA ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THEBLANKET.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILLUNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELYFASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PERMANUFACTURES RECOMMENDATION.4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSUREPROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEINGINSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLESTYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH.6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPEBEING APPLIED.7. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BENECESSARY TO PROPERLY SECURE THE BLANKETS.EROSION CONTROL BLANKET STEEP SLOPE PROTECTIONNOT TO SCALE(NE-O049901 - 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 SILT FENCE AND MIN 6"COMPOST FILTER SOCK AROUNDPERIMETER OF STOCKPILETEMPORARY STOCK PILE WITHSILT FENCE AND FILTER SOCKNOT TO SCALE(NE-O060102 - 09/2023) MASSACHUSETTS 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 HIGH JUTE 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 XXX.XX 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 IN STREET (AS SHOWN)·DEMOLITION OF EXISTING SITE STRUCTURES (SEE DEMOLITION PLAN)·DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN)·CLEARING AND GRUBBING·INSTALLATION OF TEMPORARY SWALES AND SEDIMENT BASINS·EARTHWORK AND EXCAVATION/FILLING AS NECESSARY·CONSTRUCTION OF UTILITIES·STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING·INSTALLATION OF INLET PROTECTION OF ON-SITE UTILITIES (AS SHOWN)·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.·REMOVAL OF THE TEMPORARY SEDIMENT BASINS·PAVE PARKING LOT·LANDSCAPING PER LANDSCAPING PLAN·REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70% STABILIZATION OR GREATER C-901CONSTRUCTIONDETAILS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-901 DETLCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.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(LIGHT DUTY=1") (HEAVY DUTY=1.5")BITUMINOUS CONC BINDER COURSE(LIGHT DUTY=2") (HEAVY DUTY=2.5")GRAVEL BORROW SUB-BASE COURSE(LIGHT DUTY=12") (HEAVY DUTY=12")SEE NOTES #1 AND #2 WIDTH PER SITE PLAN OR6' MIN (SEE NOTE 2)6"6"18"CROSSWALKNOT TO SCALE(NE-S050401 - 07/2025)LONGITUDINAL BARSPARALLEL TO VEHICULARTRAFFIC FLOWTRANSVERSE LINE18"NOTES:1. ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSISTOF ACRYLIC WATER BASED PAINT OR SHALL MEET THEREQUIREMENTS PF AASHTO M348. PAINT SHALL BEAPPLIED AT A MINIMUM OF 0.015" (15 MIL) FILM THICKNESS.2. WHERE POSTED SPEED LIMIT IS 40 MPH OR GREATER,THE MINIMUM WIDTH SHALL BE 8 FEET.LADDER MARKINGSWIDTH PER SITE PLAN OR6' MIN (SEE NOTE 2)6"6"TRANSVERSE LINETRANSVERSE MARKINGS 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 PAVEMENTSECTION 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/PAVEMENTPROP PAVEMENT. REFERTO DETAIL AND SITE PLANNOTES:1. SEE TYPICAL CURB DETAIL AND SITE PLAN FOR CURBTYPE AND TRANSITION CURB LOCATIONSPRECAST CONCRETETRANSITION CURBNOT TO SCALE(NE-S020206 - 09/2023) CONTROL JOINTxEXPANSION JOINTxxxxxxxMONOLITHIC CONCRETE CURB (MCC)xxx1/2"1/2" 1"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 BASECOMPACTED SUBBASECOMPACTEDGRAVELBASECOMPACTED SUBBASE4,000 PSI AIRENTRAINED CONC(BROOM FINISH)PREFORMED JOINT FILLERSEALERNOTES:1. TO BE USED FOR BUILDING SURROUNDING AND OTHER CONCRETEWALKS. USE CHAIRS, OR SIMILAR, TO SUPPORT REINFORCING STEELDURING 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 GRADINGPLAN FOR AREAS WHERE REVEAL MAY DIFFER.7. REFER TO ARCHITECTURAL PLANS FOR DETAILS AT EXTERIORLANDINGS FOR DOORS INCLUDING FROST PROTECTION ANDCONNECTION (E.G. DOWELING) TO FOUNDATION.8. SEALANT SHALL BE SIKA FLEX 2C SL, OR APPROVED EQUIVALENT,AND CONFORM TO ASTM C-290.9. PREFORMED JOINT FILLER SHALL BE NON-EXTRUDING ANDRESILIENT NON-BITUMINOUS AND CONFORM TO AASHTO M153.WWF (SEE TABLE)D8"TYPICAL SECTIONCOMPACTED GRAVEL BASECOMPACTED SUBBASECONCRETESIDEWALKNOT TO SCALE(NE-S030201 - 11/2025)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/W4.011CONTROLJOINTSEE NOTE #7SEE NOTE #7SEE NOTE #76" SIDEWALK DETECTABLE WARNINGPANEL (IF REQUIRED)LEVEL LANDING.1.5% SLOPE INALL DIRECTIONS(2.0% MAX)6" CURB REVEAL1.5% CROSS SLOPE(2.0% MAX)ACCESSIBLE RAMPLONGITUDINAL SLOPE7.5% (8.33% MAX)CROSS SLOPE1.5% (2% MAX)ACCESSIBLERAMP TYPE ANOT TO SCALE(NE-S030204 - 10/2024)SEE PLAN24"4'-0" MINRAMP OPENINGHIGH SIDE TRANSITION = 15' MAX PROP CURBPROP TRANSITIONCURBPROP LANDING TO MEETPAVEMENT FLUSH.SLOPE 1.5% (2% MAX) INALL DIRECTIONSFLUSH CURB4' (MIN) - SEE SITE PLANFOR SIDEWALK WIDTH.1.5% CROSS SLOPE (2.0%MAX)LONGITUDINAL SLOPE 4.5%(5.0% MAX)ACCESSIBLE RAMPLONGITUDINAL SLOPE 7.5%(8.33% MAX)CROSS SLOPE1.5% (2% MAX)OPTIONAL PROP CURB (TYP)REFER TO PLANS FORLOCATIONSPROPOSED DETECTABLE WARNING SURFACE(DWS) 6" BEHIND FACE OF CURB/WALK CONSISTINGOF RAISED TRUNCATED DOMES, REFER TO DETAIL.REFER TO PLAN FOR LOCATIONS.1.5% CROSS SLOPE (2.0%MAX)LONGITUDINAL SLOPE 4.5%(5.0% MAX)ACCESSIBLERAMP TYPE BNOT TO SCALE(NE-S030205 - 12/2025)4' MIN (5' PREFERRED)NOTES:1. THE CONFIGURATION OF RAMPS, LANDINGS, AND DWS SHOWN IN THE DETAIL ARE MEANT TODEPICT THE VARIOUS REQUIREMENTS ASSOCIATED WITH THE CURB RAMPS AND RELATEDELEMENTS. REFER TO THE PLANS HEREIN FOR SPECIFIC CONFIGURATIONS. 24" MINNOTES:1. ADA RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA STANDARDS.2. CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK IS WITHIN PUBLICROW AND WHERE SHOWN ON PLANS.3. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH ABOTTOM DIAMETER OF NOMINAL 0.9 INCH, A TOP DIAMETER OF 0.4 INCH, A HEIGHT OF NOMINAL0.2 INCH, A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH, AND SHALL CONTRASTVISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. (SEE DETAIL)4. TOP OF CURB TO HAVE SAME SLOPE AS ADJACENT CURB RAMP.1:10 MAXCURB AND RAMP TOBE FLUSH WITHPAVEMENTCURBDETECTABLE WARNINGSTRIP WHERE REQUIREDBY ADA STANDARD (SEEPLAN)ACCESSIBLE RAMPLONGITUDINAL SLOPE 7.5%(8.33% MAX)CROSS SLOPE1.5% (2% MAX)PROP 4'x4' CONCLANDING.SLOPE 1.5% (2% MAX) INALL DIRECTIONSWIDTH PER SITE PLANCROSS SLOPESLOPE 1.5% (2% MAX)ACCESSIBLERAMP TYPE CNOT TO SCALE(NE-S030206 - 10/2024) PROP BUILDINGPROP CONC. SIDEWALKCROSS SLOPE1.5% (2.0% MAX)LONGITUDINAL SLOPE 4.5%(5.0% MAX)PROP CONCRETELANDING TO MEETPAVEMENT FLUSH.SLOPE 1.5% (2% MAX) INALL DIRECTIONSDETECTABLE WARNINGPANEL (IF REQUIRED)ACCESSIBLE RAMPLONGITUDINAL SLOPE7.5% (8.33% MAX)CROSS SLOPE1.5% (2% MAX)ACCESSIBLE RAMPLONGITUDINAL SLOPE7.5% (8.33% MAX)CROSS SLOPE1.5% (2% MAX)PROP CONC. SIDEWALKCROSS SLOPE1.5% (2.0% MAX)LONGITUDINAL SLOPE 4.5%(5.0% MAX)ACCESSIBLERAMP TYPE DNOT TO SCALE(NE-S030207 - 09/2023) PROPOSED BUILDINGPAVEMENTSEE SITE PLAN4'-0"WSECTIONPLANNOTES:1. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING.2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS.PROPOSEDBUILDING1/2" DEPTH TYPICALCONTRACTIONJOINTSPROP CONC. CURBFLUSH WITH WALKWAY4" AIR ENTRAINEDCONC. 4,000 P.S.I. @28 DAYSAPPROVEDCOMPACTEDSUBGRADESIDEWALK ALONGBUILDINGNOT TO SCALE(NE-S030209 - 09/2023) SIDEWALK CONSTRUCTION JOINTSNOT TO SCALE(BE-S030401 - 08/2023)0.5"0.5"SIKA FLEX 2-C SL SEALANTOR APPROVED EQUIVALENTPROVIDE 0.5"PREFORMEDEXPANSIONJOINT FILLEREXPANSION JOINT1/8"1/8"1/8" RADIUS(TYP)CONTROL JOINT 6" GRAVELBORROW (TYPEB)3" OF CLASS IBITUMINOUSCONCRETEBASE COURSE3" OF CLASS I BITUMINOUSCONCRETE PAVEMENT IN (2) 1-1/2"COURSESSAWCUT ATEDGE OF ROAD1" LIPHOT SEALAT JOINTPROPOSED DRIVEWAYPAVEMENT (SEEPAVEMENT SECTION FORDETAILS)6"VARIESVARIES SEE SITE PLANNOTES.1. TACK COAT RECOMMENDED IF TIMING BETWEEN BINDER AND TOP COURSE INSTALLATION ISGREATER THAN 48 HOURS.2. SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING OF TACK COAT ANDASPHALT.3. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND OTHERREQUIREMENTS, OTHERWISE PAVEMENT BASE AND SUBBASE COURSE SHALL CONFORM TOALL STATE HIGHWAY DIVISION SPECIFICATIONS.EXISTING FULL DEPTHROADWAY PAVEMENT PERSTATE SPECIFICATIONSDRIVEWAYCONSTRUCTIONNOT TO SCALE(NE-S040101 - 10/2024) SECTION A-A3'-0"3'-0" *3' *APRON3' LANDING1" LIPTWO 1-1/2" BIT. COURSES6' SLOPED GRANITEEDGING TRANSITION (TYP)(TRANSITION FROM 5"REVEAL TO 1" LIP)DRIVEWAY OPENING(VARIES) W + 4' (2' EACHSIDE)SIDEWALK GRADETO CONTINUEACROSS DRIVEWAYOPENING1" LIPROADWAY SURFACEDRIVEWAY DRAINING TOSTREET UNLESS WAIVED BYCITY ENGINEER)6'-0" *BITUMINOUSSIDEWALK (TYP)EDGE OF PAVEMENT1.50 %*OR AS DIRECTEDPROPOSED DRIVEWAY WIDTHDRIVEWAYOPENINGNOT TO SCALE(NE-S040102 - 09/2023)AA ACCESSIBLEPARKING STALLNOT TO SCALE(NE-S050101 - 11/2025)(OR AS REQUIRED BY CODE)NOTES:1. ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF ACRYLIC WATER BASEDPAINT OR SHALL MEET THE REQUIREMENTS OF AASHTO M348. PAINT SHALL BE APPLIED ATA MINIMUM OF 0.015" (15 MIL) FILM THICKNESS.5' - 4"8' - 0"5' - 0" / 8' - 0" VAN10' - 0"18' - 0"6" TRANSITIONCURB6' - 4 12""ACCESSIBLE PARKING ONLY" SIGN. REFER TO DETAIL.SIGN SHALL BE INSTALLED IN ACCORDANCE WITH ALLSTATE, LOCAL AND FEDERAL REQUIREMENTS (INACCORDANCE WITH ADA GUIDE LINES)4" WIDEAZUREBLUESTRIPING(TYP)PAINTED (4"AZURE BLUE)ACCESSIBLESYMBOL (54"WX 60"H)SEE SITE PLANFOR STRIPINGACCESSIBLELANDING AREA(REFER TO DETAIL)ACCESSIBLE RAMP(REFER TO DETAIL)ACCESSIBLERAMP (REFERTO DETAIL)FLUSH CURB LCLLOCATE AT EDGE OF PARKING SPACEUNLESS ACCOMPANIED BY "VAN"LETTERING28" MIN24" MIN3" MINNOTES:1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING.2. DIMENSIONS PER FIGURE 3B-22 PER LATEST EDITION OF MUTCD.3. ACCESSIBLE PARKING SYMBOL TO CONFORM TO THE STRIPING PAINT SPECIFIED AND SHALLBE CENTERED IN THE STALL.ACCESSIBLEPARKING SYMBOLNOT TO SCALE(NE-S050102 - 10/2024) HALF WIDTH OF PROP OR EX DRIVE AISLE.REFER TO PLAN FOR DRIVE AISLE DIMENSIONS.1.0'12"24" MIN8' MIN6"TYPDOUBLE 4" WIDE SOLIDYELLOW LINE(SEE SITE PLAN)NOTES:1. ALL PAVEMENT STRIPING AND MARKINGSSHALL CONSIST OF ACRYLIC WATER BASEDPAINT OR SHALL MEET THE REQUIREMENTS OFAASHTO M348. . PAINT SHALL BE APPLIED AT AMINIMUM OF 0.015" (15 MIL) FILM THICKNESS.10' MIN (SEE PLAN) 4.0'EDGE OF ROADWAY, SIDEWALK, OR CROSSWALKSOLID WHITE PAINT(SEE NOTE BELOW)LOCATION OF STOP SIGN SHALLBE IN LINE WITH STOP BARSTOP BARNOT TO SCALE(NE-S050301 - 11/2025)12"12" 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 - 12/2024)PROP SIGN (REFERTO SITE PLAN FORTYPE AND SEENOTE #1)TOP OF SLAB OR ASPHALT7'-0" (MIN) TOBOTTOM OFSIGN WATERTIGHT 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) STOP84"ABOVEGROUND R1-1 SIGNRED BKGNDWHITELETTERS1/4" x 1/2" LG. PIN HD.BOLTS WITH NUTS &LOCK WASHERS30"30"STOP SIGNNOT TO SCALE(NE-S060202 - 09/2023) WHITE BARWHITE LETTERSR5-1 SIGN1/4" x 1/2" LG. PINHD. BOLTS WITHNUTS & LOCKWASHERS30"30"7'-0" ABOVE GROUND RED CIRCLEWHITEBACKGROUNDDO NOT ENTERSIGNNOT TO SCALE(NE-S060203 - 09/2023)DO NOTENTER 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 C-902CONSTRUCTIONDETAILS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-902 DETLCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.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 DIA MIN 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" PIPE MIN TRENCH WIDTH (SEE TABLE)PROP WATER OR SOIL TIGHTHDPE PIPE DIA PER PLANHDPE STORM PIPETRENCHNOT TO SCALE(NE-U019812 - 11/2024)RECOMMENDED MINIMUMTRENCH WIDTH NOTES:1. PIPE JOINTS SHALL BE LOCATED A MINIMUM OF TWO FEET AWAY FROM THE COLLAR.2. SEE GRADING, DRAINAGE AND/OR UTILITY PLANS FOR LOCATIONS3. CONCRETE SHALL BE CLASS A 4,000 PSI AIR ENTRAINED AND SHALL BECONSTRUCTED PLUMB.4. CLAY LAYER SHALL BE 95% OF THE STANDARD PROCTOR DRY DENSITY TO AMINIMUM OF 5% OF THE OPTIMUM COMPACTION MOISTURE CONTENT. CLAY SHALLHAVE A SPECIFIC INFILTRATION OF 1X10^-5 CM/SEC OR LESS.5. TRACER WIRE TO BE INSTALLED OVER TOP OF COLLAR.6. SEE PLANS FOR LOCATION OF COLLARS UNLESS OTHERWISE NOTED.PLAN VIEW2.0' MIN12" MIN2.0' MINFLOWREFER TO SITE PLANS FORPIPE MATERIAL AND SIZECOLLAR SHALL BE CONSTRUCTED OFCOMPACTED CLAY (BENTONITE),CONCRETE OR APPROVED EQUIVALENTWATER TIGHTCONNECTIONANTI-SEEPCOLLARNOT TO SCALE(NE-U059901 - 2/2026)A ATRENCH WIDTHSEE TYP TRENCH DETAIL6" MINKEY INSEE TYPICALTRENCH DETAIL6" MINKEY IN18" MIN PIPE JOINT (TYP)SECTION A-ACOLLAR SHALL BE CONSTRUCTED OFCOMPACTED CLAY (BENTONITE),CONCRETE OR APPROVED EQUIVALENTREFER TO SITE PLANS FORPIPE MATERIAL AND SIZEPIPE DIA TRACERWIRE18" MIN AND AT LEAST 6" ABOVEESTIMATED SEASONAL HIGHGROUNDWATERCONTRACTOR MUST ENSURE WATERTIGHTSEAL AROUND FULL PIPE DIAMETERFULL DEPTH OF TRENCH BELOW PIPEPER TRENCH TYP TRENCH DETAIL + KEYINTO TRENCH WALL (18" MIN)SEE TYPICALTRENCH DETAIL6" MIN KEY INFULL WIDTH OF TRENCH PER TYP TRENCHDETAIL + KEY INTO TRENCH WALL6" MINKEY IN 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) EXISTINGWATER MAINTAPPING SLEEVEGATE VALVE & BOX (SEE DETAIL)TAPPINGVALVE & BOXCONCRETETHRUST BLOCKUNDISTURBEDMATERIALNOTES:1. DETAIL FOR GENERAL PURPOSES.GC TO COORDINATE CONNECTIONWITH UTILITY COMPANY.TAPPING SLEEVEAND GATE VALVENOT TO SCALE(NE-U030401 - 11/2024) 6'-0" MIN (PER WATERDEPARTMENT)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) TRENCH WALLTRENCH WALLCROSS WITH PLUGCROSSCONCRETETEE WITH PLUGCONCRETECONCRETETRENCH WALLTEECONCRETE(ALL BENDS SIMILAR)90° BENDCONCRETENOTES:1. DO NOT COVER BELLS OR FLANGES WITHCONCRETE2. WRAP ALL FITTINGS WITH VISQUEEN.3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCHTHAT LATER REMOVAL IS POSSIBLE.5. ALL BENDS WHERE FITTINGS ARE USED, BOTHHORIZONTAL OR VERTICAL SHALL BE BACKED.6. REACTION BACKING TABLE IS BASED ON 100 PSIAND SOIL BEARING PRESSURE OF 2,000 LBS/SFADDITIONAL BACKING MAY BE REQUIRED IN SOMEAREAS AS DIRECTED BY ENGINEERS.7. ALL CONCRETE SHALL BE 2500 PSI8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUSTDESIGN.REQUIRED SF OF UNDISTURBEDEARTH WALL FOR REACTION BACKINGTYPE OF FITTINGSPIPESIZEBENDSTEE &PLUG90° 45°HORIZONTAL THRUST BLOCKING(BLOCKING HEIGHT GREATER THAN PIPE OD)(BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT)6"8"10"12"1.52.54.06.02.0 1.0 1.0 1.03.5 1.8 1.0 1.05.5 2.8 1.5 1.08.0 4.0 2.0 1.53"4"1.0 1.0 1.0 1.0 1.01.0 1.0 1.0 1.0 1.022 12° 11 14°UNDISTURBED EARTH WALL (TYP)UNDISTURBED EARTH WALL (TYP)HORIZONTAL THRUST BLOCKINGNOT TO SCALE(NE-U030501 - 11/2024) DOWNWARD THRUST BLOCKING(SEE HORIZONTAL BLOCKING DETAIL)UPWARD THRUST BLOCKING(ALL BENDS SIMILAR)NOTES:1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE2. WRAP ALL FITTINGS WITH VISQUEEN.3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATERREMOVAL IS POSSIBLE.5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICALSHALL BE BACKED.6. REACTION BACKING TABLE IS BASED ON 100 PSI AND SOIL BEARINGPRESSURE OF 2,000 LBS/SF ADDITIONAL BACKING MAY BE REQUIRED INSOME AREAS AS DIRECTED BY ENGINEERS.7. ALL CONCRETE SHALL BE 2500 PSI8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN.UPWARD THRUST BLOCKINGCONCPIPESIZE(REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETECONCQTYREINF90° BENDCYSIZEQTYREINF45° BENDCYSIZEQTY22 BEND2°/CONCCY1REINFSIZEQTY11 BEND/4°CONCCY1REINFSIZE6" 1.5 3 5 1.5 3 5 1.25 2 5 1.25 2 5521.5521.55325328"10" 2.5 3 5 2.5 3 5 2 3 5 2 3 5532.5532.553353312"#5 BARSSEE CHART BELOWFOR CONCRETEVOLUME ANDCONTINUOUSREINFORCING BARSAROUND PIPE FITTING8" MIN12" MAXCONCRETEMAXIMUM WIDTH WITHOUTINTERFERING WITHBOLTING OPERATIONSVERTICAL THRUST BLOCKINGNOT TO SCALE(NE-U030502 - 11/2024) SEE NOTE #1RIM ELEV.= 55.81SECTION A-AAA2' SUMP 12" INLET PIPEINV.=51.8012" BASIN INLET PIPEINV.=49.7012" HEADER PIPE INV.=49.70INLET CONTROL STRUCTURE (A-110)NOT TO SCALE12" HEADER PIPEINV.=49.7012" BASIN INLET PIPEINV.=49.7012" INLET PIPEINV.= 51.80NOTE:1. (5'-0" MIN.) CONTRACTORSHALL SIZE STRUCTURE ASNECESSARY TOACCOMMODATE ALLPROPOSED PIPE SIZES ANDPENETRATIONS USING THEGEOMETRY PROVIDED. REFERTO DRAINAGE PLAN SHEETC-402.ACME-SHOREY NON-HAZARDOUS INDUSTRIAL WASTEWATER TANKNOT TO SCALE(09-15-2026)WITH PHENOLINE PAINT.7. CONSTRUCTION OF UNDERGROUND HOLDING TANK CONFORMS WITH 314CMR 18 INDUSTRIAL WASTEWATER HOLDING TANK AND CONTAINERCONSTRUCTION, OPERATION, AND RECORD KEEPING REQUIREMENTS.8. INNER TANK SURFACE AND INTERSTITIAL SURFACES ARE LIQUID PROOFAND COMPATIBLE WITH INDUSTRIAL WASTEWATER.9. SECONDARY CONTAINMENT STRUCTURE MUST PROVIDE ACCESS(INCLUDING ACCESS THROUGH MECHANICAL OR ELECTRICAL DEVICES)TO DETECT AND REMOVE ANY LEAKAGE FROM THE HOLDING TANK.10. HIGH LIQUID LEVEL MONITORING DEVICE TO BE MORRISON BROS. CO.MODEL 918TCP OVERFILL ALARM BOX OR APPROVED EQUIVALENT.11. INTERSTITIAL SPACE LEAK DETECTOR TO BE MORRISON BROS. CO.MODEL 924 LS LIQUID SENSOR OR APPROVED EQUIVALENT.12. AS A CONSERVATIVE MEASURE THE AVERAGE DAILY FLOW UTILIZESWATER USAGE FOR A TYPICAL TOWN FAIR TIRE (75 GPD). ACTUAL FLOWTO THE HOLDING TANK WILL BE LIMITED TO WATER USAGE FOR TWICEWEEKLY SERVICE BAY FLOOR WASHINGS ESTIMATED AT 25 GPD. 75 GPD X500% = 375 GALLONS OF HOLDING TANK CAPACITY. 1,000 GALLONS OFHOLDING TANK CAPACITY PROVIDED IS GREATER THAN THE 375 GALLONSREQUIRED. THEREFORE, THE HOLDING TANK CAPACITY PROVIDED ISADEQUATE.13. TANK MANHOLE COVER(S) TO BE LABELED "NON-HAZARDOUS INDUSTRIALWASTEWATER" IN 2" BLOCK LETTERS OR SIMILARLY LABELED LEGIBLESIGN TO BE PLACED IMMEDIATELY ADJACENT TO THE TANK.SEE GENERAL NOTE 1 & 10SEE GENERAL NOTE 2 & 11ELEV 49.90ELEV 50.73GENERAL NOTES: C-903CONSTRUCTIONDETAILS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-MAA260007.00-4A----->LAYOUT: C-903 DETLCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-CNDSPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law. LOW LOWLOWLOWLOW LOW LOW LOWLOWLOWLOWLOW LOWLOWLOWLOWLOWLOWLOWLOWLO W L O W L O W LO W LO W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOWLOWLOWMAP 97LOT 22N/F LANDS OFYARMOUTH 2001 ASSOCIATESDOC. #825822LOT 2 JOHN T. MAHONEY, IIILOT 8COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)UNREGISTERED PORTION OFMAP 97, PARCEL 22DOC. # 435905N/F LANDS OFGREAT STATION, LPBK. 36808, PG. 320WE SNAD83 NAD83CAPE COD RAIL TRAILAPPROX LIMIT OFWORK SHOWN FORGRAPHICALPURPOSES ONLY(TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORK SHOWN FORGRAPHICAL PURPOSES ONLY (TYP)APPROX LIMIT OF WORKSHOWN FOR GRAPHICALPURPOSES ONLY (TYP)55565556 55 5656 DWWW W W W W WSSSSSSSSSSWSEEX TREE TO REMAIN ANDBE PROTECTED DURINGCONSTRUCTION (TYP)(1) AROG(1) AROG(15) AU(13) CR5(4) IGC(11) HF(4) HF(5) CR5(9) CR5(12) AU(7) HFPROP RETAIL BUILDING ADDITION(REFER TO ARCH PLANS)6,732± SFTOWN OF YARMOUTH, MASSACHUSETTSLANDSCAPE REQUIREMENTSSECTIONREQUIREMENTPROPOSEDCALCULATIONARTICLE IVSPECIALREGULATIONS301.4 DESIGN CRITERIA301.4.4 EXISTING TREES OF AT LEAST 4" CALIPER WITHIN THESE PRESCRIBED BUFFERS SHALL BE RETAINED (JUDICIOUS PRUNINGWOULD BE ALLOWED), UNLESS REMOVAL IS APPROVED BY THE SITE PLAN REVIEW TEAM DUE TO THE CONDITION OF THE TREE ORFOR SOUND LANDSCAPE DESIGN REASONS. IF SUCH TREES DO NOT EXIST, 3" (THREE INCH) CALIPER TREES (WITH EXPECTEDMATURE HEIGHT OF AT LEAST 20') SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. PLANTED TREES WHICH DIESHALL BE REPLACED.EXISTING VEGETATION TOREMAIN WHERE FEASIBLE301.4.9 EXISTING TREES OF AT LEAST 4" CALIPER WITHIN THESE PRESCRIBED BUFFERS SHALL BE RETAINED (JUDICIOUS PRUNINGWOULD BE ALLOWED), UNLESS REMOVAL IS APPROVED BY THE SITE PLAN REVIEW TEAM DUE TO THE CONDITION OF THE TREE ORFOR SOUND LANDSCAPE DESIGN REASONS. THESE BUFFERS SHALL CONTAIN NO PAVING EXCEPT FOR ENTRANCE AND EXITDRIVEWAYS, COMMON DRIVEWAYS OR ACCESS RIGHTS OF WAY, AND SHALL BE PLANTED WITH VEGETATION OR MAINTAINEDWITH OTHER LANDSCAPING MATERIAL, AS DEFINED IN SECTION 301 AND AS APPROVED BY THE SITE PLAN REVIEW TEAM.PLANTINGS IN BUFFER AREAS IN FRONT OF BUILDINGS ALONG A WAY SHALL INCLUDE, BUT NOT BE LIMITED TO, 2.5" CALIPERTREES APPROXIMATELY EVERY 35' AND SHALL ALSO INCLUDE A MIXTURE OF SHRUBS AND FLOWERING PLANTS AS APPROVED BYTHE SITE PLAN REVIEW TEAM.EXISTING VEGETATION TOREMAIN WHERE FEASIBLEPROVIDED301.9 LANDSCAPING: ALL LANDSCAPING SHALL CONSIST OF PLANT SPECIES NATIVE TO THE SOUTH COAST OF MASSACHUSETTS,CAPE COD AND THE ISLANDS.PROVIDEDARTICLE IVSPECIALREGULATIONS414.7.8 PARKING LOT DESIGN STANDARDS.3. LANDSCAPING REQUIREMENTS.LANDSCAPING OF PARKING AREAS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS IN SECTION 414.8.9.PROVIDED414.8.9 LANDSCAPING.ALL AREAS OF A SITE THAT ARE NOT USED FOR STRUCTURES, PARKING, CIRCULATION, OR OTHER HARDSCAPE AMENITIES SHALLBE LANDSCAPED.1. PLANT SELECTION.A. NO TREE, SHRUB OR PLANT SHALL BE PROPOSED THAT HAS BEEN IDENTIFIED AS AN INVASIVE SPECIES BY THEMASSACHUSETTS PLANT ADVISORY GROUP IN THE LATEST VERSION OF THE EVALUATION OF NON-NATIVE PLANT SPECIES FORINVASIVENESS IN MASSACHUSETTS (WITH ANNOTATED LIST), HAS BEEN IDENTIFIED AS INVASIVE OR BANNED ON THEMASSACHUSETTS PROHIBITED PLANT LIST AS PERIODICALLY UPDATED BY THE MASSACHUSETTS DEPARTMENT OFAGRICULTURAL RESOURCES, OR IN ANY OTHER REPUTABLE SCIENTIFIC PUBLICATION THAT MAY BE ACCEPTABLE TO THE BOARD.PROVIDEDB. LANDSCAPING SHALL BE DESIGNED TO REMAIN FUNCTIONAL AND ATTRACTIVE DURING ALL SEASONS THROUGH ATHOUGHTFUL SELECTION OF DECIDUOUS, EVERGREEN, BERRYING AND FLOWERING PLANT VARIETIES.PROVIDEDC. PLANT VARIETIES SHALL BE SELECTED FOR RESISTANCE TO DROUGHT, MOISTURE, SALT, URBAN CONDITIONS, OR INSECTSAND OTHER PESTS DEPENDING ON THE LOCATION OF LANDSCAPING AND THE SPECIFIC STRESSORS ANTICIPATED FORDIFFERENT AREAS OF THE SITE. PLANTS SHALL BE SELECTED SO THAT LANDSCAPING CAN BE MAINTAINED WITH MINIMAL CAREAND THE NEED FOR WATERING, PESTICIDES OR FERTILIZERS CAN BE MINIMIZED OR ELIMINATED.PROVIDEDD. THE USE OF TURF SHALL BE MINIMIZED AND SHALL NOT BE PLANTED IN STRIPS LESS THAN SIX (6) FEET WIDE. LAWN SEEDMIXES SHALL BE DROUGHT RESISTANT.NO TURF PROPOSED4. PARKING AREAS.A. DEVELOPMENTS WITH PROPOSED PARKING AREAS OF SIX (6) SPACES OR MORE SHALL PROVIDE A MINIMUM OF TEN PERCENT(10%) OF LANDSCAPED OPEN SPACE WITHIN THE AREA DESIGNATED FOR PARKING INCLUSIVE OF ANY LANDSCAPED BORDERSSURROUNDING THE PARKING LOT.PROVIDED: 1,580 SF LSA REQUIRED: 1,414 SF PARKINGAREA X 10% = 141.4 SF LSAC. TREES SHALL BE SELECTED AND PLACED IN LANDSCAPED AREAS SO THAT ALL PARKING AREAS CAN REASONABLY BEEXPECTED TO RECEIVE 30% CANOPY COVERAGE. THE EXPECTED CANOPY RADIUS OF EACH SELECTED TREE SHALL BE NOTED INTHE REQUIRED SITE PLAN MATERIALS.PROVIDED: 1,540 SF MATURECANOPY COVERAGEREQUIRED: 1,414 SF PARKINGAREA X 30% = 424.2 SFCANOPY COVERAGECODEQTYBOTANICAL NAME COMMON NAME SIZE CONTAINERCANOPY TREESAROG 2 ACER RUBRUM `OCTOBER GLORY` OCTOBER GLORY RED MAPLE 2.5"-3" CAL. B&BSHRUBSHF 22 HYPERICUM FRONDOSUM 'SUNBURST' SUNBURST ST. JOHN'S WORT 18-24" CONTAINERIGC 4 ILEX GLABRA `COMPACTA`COMPACT INKBERRY 24-30" CONTAINERGROUNDCOVERAU 27ARCTOSTAPHYLOS UVA-URSIBEARBERRY15-18" SPRD CONTAINERPERENNIALSCR527COREOPSIS ROSEAROSE COREOPSIS1 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.1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-LSCP-MAA260007.00-4A----->LAYOUT: L-101 LSCPCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-LSCPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law. L-102LANDSCAPENOTES ANDDETAILS1234REVISION 4 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY07/01/2026HOLDING TANKUPDATECSOR/MA07/23/2026HOLDING TANKUPDATECJPOR/MA08/05/2026HOLDING TANKUPDATECJPOR/MA09/15/2026HOLDING TANKUPDATECJPOR/MA09/15/2026DISCLAIMER 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:FORP:\MA\2026\MAA260007.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-LSCP-MAA260007.00-4A----->LAYOUT: L-102 LSCPCP 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:MAA260007.00-4AOCRMMA05/29/2026P-CIVL-LSCPPROPOSEDSITE PLANDOCUMENTSCLIENTPROPOSEDDEVELOPMENT474 & 484 STATION AVENUEYARMOUTH, MABARNSTABLE COUNTYMAP: 97 | LOT: 22PERMIT SET50 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 Sep 16, 2026 Know what's below.Call before you dig.ALWAYS CALL 811It's fast. It's free. It's the law.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.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. LOCUS MAP SCALE 1" = 2000' PARKING: RETAIL USE: 59,942 SF (1 SPACE/210 SF) = 286 SPACES REQUIRED EXISTING 298+ STRIPED PARKING SPACES EXCLUSIVE TO LOCUS PER 521 CMR 23.2 8 ACCESSIBLE SPACES REQUIRED (8 PROVIDED) CLEAMOUT TO GRADE (TYP.) EXIST. WATER LINE (APPROX.) VALVE PIT- 6' DIA MANHOLE HA & Xk INSPECTION PORT (PrP.) ASSESSORS MAP 98 PARCEL 21 N/F OSCAR TAYLORS INC ET AL. 4"CONC. FILLED STEEL PIPE BOLLARDS ARQUNC BIOCLERES . 2"«>SCH40 PVC LATERALS WITH 1/4"0 ORIFICES AT 5' ON CENTER (TYP.) 20' REAR YARD SETBACK & WATER EASEMENT AS-BUILT 6,045 SF PRESSURE DOSED LEACHING FIELD X.vVENT PAVEMENT IN 10' BUFFER THIS AREA • Y A IcA oV /& o. OWNER OF RECORD: YARMOUTH 2001 ASSOCIATES, LLC- CERT. #160826 (REGISTERED PORTION) & MID-CAPE '87 ASSOCIATES LP and SOUTHERN DEVELOPMENT. INC. (PARCEL V) DOC#435.905 REF. • \ J?/ tf&<v •\ o\ V-- //,2$ 6"«>SCH40 PVC MANIFOLD .(2) AWT BIOCLERE 24/33 1600 A/I UNITS NOTIFICATION OF ALTERNATIVE SEPTIC SYSTEM IS FILED AS DOC.|947039 11,000 GAL SEPTIC TANK ST2 APPROX. 18"CMP STORM DRAIN LINE INVERT OF PIPE EL. 52.4± 7,000 GAL SEPTIC TANK ST1 TO: Linear Retail Properties, LLC, Lawyers Title Insurance Corporation, Lerner & Holmes PC, UBS Warburg Real Estate Investments Inc., and their lenders, successors and/or assigns: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 213,4,6,7(A&B1&C).8,9,10,11(A),13,14>16117 AND 18 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF MASSACHUSETTS, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. PARCEL DESCRIPTION: The land in Yarmouth (South), Barnstable County, Massachusetts, bounded and described os follows: ^ m&^. 140 DANIEL \W8 A. x -^ OJALA «40930 4$ SOUTHWESTERLY, SOUTHERLY and NORTHEASTERLY SOUTHWESTERLY NORTHWESTERLY EASTERLY NORTHERLY EASTERLY SOUTHERLY WESTERLY, NORTHWESTERLY again WESTERLY and SOUTHERLY by Yarmouth Commons Rood, as shown on the plan hereinafter mentioned, by several different arcs, a total distance of two hundred thirty-eight and 42/100 (2J3.42) feet; by Lot 5, as shown on said plan, three hundred eight and 51/100 (303.51) feet; by land now or formerly of William G. Meyer, as shown on said plan, four hundred sixty and 98/100 (460.98) feet; by land now or formerly of Louis A. Vozza et ol, as shown on said plan, two hundred fifty and 00/100 (250.00) feet; by land now or formerly of Louis A. Vazza et a/, os shown on said plan, two hundred thirty-eight and 10/100 (2J8.10) feet; again by land, owners unknown, os shown on said plan, and being Parcel V herein, four hundred twenty-five and 86/100 (425.86) feet; by land now or formerly of Penn Central Transportation Co, as shown on said plan, two hundred ninety and 77/100 (290.77) feet; by Lot 4, os shown on said plan, a total distance of five hundred ninety-two and 57/100 (592.57) feet; PARCEL III NORTHWESTERLY NORTHWESTERLY NORTHERLY, NORTHEASTERLY and by Yarmouth Commons Rood, 03 shown on a plan hereinafter mentioned, one hundred two and 00/100 (102.00) feet; again by land now or formerly of Richard M. Burch, os shown on said plan, one hundred eighty-one and 70/100 (181.70) feet; by land now or formerly of Richard U. Burch, os shown on said SOUTHEASTERLY again Plon- two hundred ten and 87/100 (210.87) feet SOUTHERLY by Lot 6, 03 shown on said plan, one hundred eighty—two and 52/100 (182.52) feet Said land is shown os Lot 7 on Land Court Plan J5O21-0. PARCEL IV The fee in Yarmouth Commons Road, os shown on Land Court Plon J5021-C reserving to Richard M. Burch and Dorothy S. Burch, however, os appurtenant to their remaining land-Lot 6 on Land Court J5021-D — a right of way In, over and upon said Yarmouth Commons Road for all purposes for which rights of way are now or hereafter commonly used including the right to continue to obtain by means of said road, water and other utilities to serve said Lot 6. For purposes of this right of way, said Yarmouth Commons Road does not have to exist os a separate rood but may be incorporated into a parking lot or area that serves the remaining parcels described in this deed, but the rights reserved herein shall exist in and over the land area of said Yarmouth Commons Road. Said land is shown os Lot J on Land Court Plan J5021-C. ASSESSORS MAP 97 PARCEL 22 PLAN REF. LCP 35021° 35021° PLAN BOOK 409 PAGE 28 LAND AREA: 416,681 SF± (9.566 AC.±) EASEMENTS: PB 431 PG 41 PB 410 PG 47 PB 434 PG 60 NO PORTION OF LOCUS LIES WITHIN ANY FLOOD PLAIN (FLOOD ZONE: C FEMA FIRM MAP CPN# 250015 0004 C (6/17/86)) ZONING DISTRICT: Bl PROVIDED 416,681 S.F. &/£ & // ,-<*• /.//' ^ 12000 GAL PUMP CHAMBER (8000 EFF.) '<b WITH DUPLEX 3HP MYERS PUMPS [* EXISTING 5000 GAL' DUAL COMPARTMENT GREASE TRAP V:r»mnH fr 1/1/06 \<f:f ^cx-./?& \7-> %/ DANIEL A. OJALA P.L.S. REGISTRATION j 40980 DATE ^:\\£' /% <(/2"SCH4Q RECYCLE LINE BIOCLERE TO ST1 ITEM REQUIRED MIN. LOT SIZE 25,000 S.F. MIN. FRONTAGE 150' MIN. FRONT SETBACK 75' MIN. SIDE SETBACK 25' MIN. REAR SETBACK 20' MAX. BLDG. COVERAGE 25% MAX. IMPERVIOUS COVERAGE 70% MAX. BLDG. HEIGHT 35' >\ V ^ vS PAVEMENT IN 10' BUFFER PAVEMENT ENCROACHES APPROX. 4.0' ONTO ABUTTING LAND IN THIS CORNER ASSESSORS MAP 97 PARCEL 20 N/F JOHN T. MAHONEY III, TR. S8-3'22'50"E PARCEL II SOUTHWESTERLY NORTHWESTERLY NORTHEASTERLY SOUTHEASTERLY and SOUTHERLY 306.21 273.2' 30.0' 31.6' ±14.4% ±63,9% 34.3'± (HIGHEST PEAK)' CAPE COO BERU /'// W-238.70' ASSESSORS MAP 98 PARCEL 107 N/F LAWRENCE A. DONOVAN by Station Avenue, v 60' wide public vtoy, QS shewn on the plan hereinafter mentioned, one hundred fifty-six and 21/10O (156.21) feet; by land now or formerly of William G. Ueyer, as shown on said plan, two hundred ten and 00/100 (210.00) feet; by Lot 3, os shown on said plan, three hundred eight and 51/100 (J03.51) feet; by Yarmouth Commons Rood, os shown on said plan, one hundred ninety-two and 43/100 (192.48) feet PARCEL V EASTERLY SOUTHERLY WESTERLY NORTHERLY by the end of a private way known os Huntlngton Avenue and by land now or formerly of Kouns A Clifford, Inc. et ol, as shown on a plan hereinafter mentioned, a total distance of three hundred fourteen and 84/100 (114.84) feet; by land now or formerly of Penn Central Railroad, as shown on said plan, two hundred seventy-eight and 00/100 (278.00) feet by land now or formerly of Richard U. Burch, os shown on said plan, four hundred twenty-five and 86/100 (425.86) feet; by land now or formerly of Lawrence A. Donovan, as shown on said plan, two hundred ninety-three and 68/100 (291.68) feet; Said land is shown as Lot 5 on Land Court Plan J5021-C. a?>; JS, <<y'^^SEPTIC CONTROL PANELS & ALARM IN BLDG / ^^ w- -X- .— / ^ ^ \ ^SITE IS IN APD AQUIFER PROTECTION DISTRICT REF.: SPECIAL PERMIT DOC. 515.878 08 7935 PG 25 APPURTENANT EASEMENT DOC. 432.218 NOTIFICATION OF ALTERNATIVE SEPTIC SYSTEM IS FILED AS DOC. 947,039 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE. PIPE OR EQUIPMENT IN, THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ASSESSORS MAP 98 PARCEL 21 N/F OSCAR TAYLORS INC ET AL. &^^^ ^V r<?13 •& V- V rtjj\ ^/^ EXISTING BUILDING m M- U / fa,^ '§!" S* 8 g*/ **^'j AN 4 ^ >rr ' ' N^ //e/s &< ^#'sS?I S& V -r< *k%. *?3 59,942 SF± SLAB ELEV. 57.0 ROOF ELEV. 80± #484 STATION AVE. 1 STORY MASONRY CONSTRUCTION TRASH CQMPACTRl RETAINING WALL/RAIL TRUCK LOADING AREA k--*. \\\ ------ \, I APPROX. LOCATIONS' OF 4) LEACHING PITS 14' EFF DIA. X 6' DEEP 293.68' "Si.97T CD O V\RETAINING\ WALL/RAIL \®! SETBACK LINE" \ c? tfc '/,- tif ^ <<?\7<S K ^ 5.9EJ •CONC. CURB ISLANCf (TYPICAL) %^ & > ^b-0 co^'£&$- pfkS/t '(• ^$&O ^ ^ <</ ^ ^ AUTO s SPRINKLEP ^VALVE J <ji \r. k\ \C&. \\vI \\ APPROXIMATE EXISTING STORM DRAINAGE LEACHING SYSTEM PER A.M.WILSON PLAN DATED 11-22-91 VA ' '*. 'J&* tr S~ ~ o^ ''S'& \> V LX> APPURTENANT EASEMENT DOC.,«2,218 EXISTING/GAS LINE *•>>, \ CP \ I r^JrA°>'"i<^0^° *?\ I'k 5\\\u^>: LOT 3 LCP 350210^ DRAINAGE^ EASEMENT NOT MERCED/ v\ \ ^?^\ ^V O ^\^ \ *^£? 'LINE FORME! %V.w'«>^r -\ ^.v °o\ & \Wo!L<T WX\ LOT 5 LCP 35021CN ^:^CV COMMONS ROAJ AND\ LOT &sf?FJ 386,053\/& 365,201 "YARMOUTH WATER SEMENTS TO SEE DOC.'S .<?/ // ,\\^rv * LOT 7 LCP 35021C A* \ <<. %. 4* %k , •» * /"/A.&s*$• \ ^. LAWN AREA (FUTURE BUILDING AREA) -399.9' UNREGISTERED PORTION OF MAP 97 PARCEL 22 N/F MID-CAPE '87 ASSOCIATES LIMITED PARTNERSHIP & SOUTHERN DEVELOPMENT, INC. OF DELAWARE (YARMOUTH 86 ASSOCIATES) PARCEL V, DOC #435,905 PLAN BOOK 409 PAGE 28 UNREGISTERED PORTION 103,450 SF± 2.37 AC. ± REGISTERED PORTION 313,231 SF± 7.19 AC. ± Said land is shown on a plan of land entitled "Plan of Land in (South) Yarmouth, Mass, prepared for Richard U. Burch, Scale ("- 40', December 12, 1985, Down Cape Engineering, Civil Engineers Land Surveyors, Rte 6A, Yarmouth, Mass." which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 409, Page 28.Note: appurtenant easements It restrictions apply, see deeds. ASSESSORS MAP 98 PARCEL 101 N/F ELAINE M. MURPHY TRS. "I hereby certify to Linear Retail Properties, LLC, Lawyers Title Insurance Corporation, Lerner & Holmes PC, UBS Warburg Real Estate Investments Inc., and their lenders, successors and/or assigns, that the survey entitled "ALTA/ACSM Land Title Survey Plan of Land in (South) Yarmouth, MA prepared for Linear Retail Properties, LLC" by Down Cape Engineering, Inc., dated 1-16-06 and revised through 2-9-06, was actually made on the ground and that it and the information, courses and distances shown therein are correct; that the title Unes and Unes of actual possession are the same; that the size, location and type of buildings and improvements are as shown and except as noted are all within the boundary Unes of the property; that except as noted there are no violations of zoning ordinances, restrictions or other rules and regulations with reference to the location of said building and improvements; that there are no easements, encroachments, or use aflecting the property appearing from careful inspection of the same, other than those shown and depicted thereon; that utility services required for the operations of the premises either enter the premises through adjoining pubUc streets, or the survey shows the point of entry and location of any utilities which pass through or are located on adjoining private land; that the survey shows the location and direction of all storm drainage systems for the collection and disposal of all roof and surface drainage; that any discharge into streams, rivers or other conveyance system is shown on the survey; that the parcels described hereon do not Ue within flood hazard areas in accordance with the document entitled "Department of Housing and Urban Development Federal Insurance Administration- Special Flood Hazard Area Maps." This survey is made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Tide Surveys" jointly established_and adopted by ALTA, ACSM and NSPS in 2005, including items 2,3,4,6,7(a,bl&c),8,9,10,ll(a),13, 14,15,and 16 on Table A thereof, and meets the "Accuracy Standards for ALTA-ACSM Land Title Surveys" as adopted by ALTA, ACSM, And NSPS in 2005. ASSESSORS MAP 98 PARCEL 100 N/F BROWNING-FERRIS INDUSTRIES INC. TOTAL LAND AREA: 416,681 SF± (9.566 AC.±) / / DANIEL A. OJALc REGISTRATIC «k \/ /^DATE: V c9 /,m rn\ ?>> ^ / V*%'>\ tV V ^ 13 \\© X)&•n j LEGEND: CATCH BASIN GUY WIRE LEACHING PIT UTILITY POLE HYDRANT WATZR GATE EXISTING POST LIGHT EXISTING UGHTPOLE ELECTRIC MANHOLE ELECTRIC TRANSFORMER ELECTRIC RISER TELEPHONE RISER SEPTIC MAN HOLE COVER . GAS METER A&P SIGN CONCRETE LAND BOUND CHAIN LINK FENCE BOLLARD GAS LINE U.G. ELECTRIC LINE AUTO SPRKLR CONNECTION HCP PARKING SIGN <\v^*b \y .ycc^ ^~ / ^/\# ^ :•>?'<?^/ ^ ^ i \Ymr*-/ / £,r\/O\/S85'43;58^ 182.52' V - . #;// r<? ^ / DANIEL A. OJALA #40980 ssio^ LOZ/a'0-. V <$• H o Irn ^5.0' FRONT I— __-J wA)tftt*C PG.\*A) c& * *%*<^ '«! «5>Sr >o & %^ ^ ^KJ>c<s ^?x.vT \> \ CURVE C1 LENGTH 3.00 RADIUS 600.00 * \ ^<%"(?"'A-^^/6 ^fi s\ot QOW0«*G &;Q^ NOTE: "YARMOUTH COMMONS WAY" WAS RESCINDED BY THE YARMOUTH PLANNING BOARD ON SEPT. 17, 1986 r*- iN* ADJACENT BUILDING #474 'ft^, tX'<o k ./CONC. ^' CURB ISLAND oW -pNas (TYPICAL) .^~ ASSESSORS MAP 98 PARCEL 23 N/F GEORGE D. ZOGRAFOS ET. AL. LOT 6 LCP 350210 CONDO. AS LOT 6A LCP 35021 D-1 <5>^^-pNC£S \r' 566 .- *#&v&*** . tflb (pO°* ^ ' Krt ^pNGt xfj. __ ^ ^.^ •"'T&o1)?^ *. - .•#• NN- ^~ tf ^&H 0<M v^•^\ ^o T \-^-\ • ^If ^^tf vH ABBREVIATIONS: VGC: VERTICAL GRANITE CURBING VCC: VERTICAL CONCRETE CURBING TYP.: TYPICAL BIT.PVT.: BITUMINOUS CONCRETE PAVEMENT CONC. PVT.: CEMENT CONCRETE PAVEMENT EP: EDGE OF PAVEMENT HCP.: HANDICAP ACCESSIBLE ^o'^^L SCALE: 1" = 40' .^- REFERENCE: 2/01 ALTA SURVEY BY DCE DATE: 1-16-06 REV: 1-19-06 REV: 2-9-06 ALTA/ACSM LAND TITLE SURVEY PLAN OF LAND IN (SOUTH) YARMOUTH, MA 484 STATION AVENUE SOUTH YARMOUTH, MA 02664 PREPARED FOR LINEAR RETAIL PROPERTIES, LLC 40 40 80 120 Feet .yvUUUUxi. Jl^m «?/&/ HAMICT \WA?i SI DATE A. OJALA #•40930 mint ± DANIEL A, OJALA, PL3^ ^40980 off 508-362-4541 fax 508 362-9880 a own cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 05-319 ALTA.DWG MAP 97LOT 22MAP 97LOT 21MAP 97LOT 23-C1MAP 97LOT 20MAP 98LOT 107MAP 98LOT 100MAP 98LOT 101STATION AVENUE(PUBLIC - 60' WIDE ROW)(PER REF. #3, #4, #5, #6, #7 & #10)COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)N14°00'07"E210.00'N51°06'14"E460.98' S07°29'46"E 250.00'S83°23'26"ES08°49'34"E40.28'S74°23'59"W278.00 'S74°23'59"W290.77 ' N07°36'01"W 200.00'S85°43'52"W182.52'S43°22'54" W 58.00'R=50.00'D=090°00'01"L=78.54'CHB=S01° 37' 07"ECHD=70.71'S08°49'34"E33.92'N46°37'09"W156.21'S08°49'34"E 240.64'S83°22'56"E238.10'R=600.00'D=000°17'11"L=3.00'CHB=S43° 31' 29"WCHD=3.00'N46°37'06"W150.00'306.21'293.68'291.97'THE 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.SHEET-R.J.K.R.A.B.REVIEWED:FIELD CREWDRAWN:C.W.01-22-2026-FIELD BOOK NO.FIELD BOOK PG.OFG.L.H.APPROVED:DATE1" = 50'SCALE03-260005-00FILE NO.THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BESTOF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED INACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS.NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSEDWITH RAISED IMPRESSION OR BLUE INK SEAL0 25 50100200( IN FEET )1 inch = 50 ft.GRAPHIC SCALE50NOTES:1. PROPERTY KNOWN AS LOT 22 AS SHOWN ON THE VILLAGE OF SOUTH YARMOUTH, BARNSTABLE COUNTY,COMMONWEALTH OF MASSACHUSETTS, MAP NO. 97.2. AREA = 416,681 SQUARE FEET OR 9.566 ACRES.3. LOCATION OF UNDERGROUND UNDERGROUND UTILITIES ARE APPROXIMATE. 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. AVAILABLEASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIEDAS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES,INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ANY OR ALL SUCH UTILITIES IN THE AREAEITHER IN SERVICE OR ABANDONED.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 WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THERESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. IT IS IMPORTANT ACOMPLETE TITLE SEARCH BE PROVIDED TO THE SURVEYOR FOR REVIEW PRIOR TO CONVEYANCE AND THEPLACEMENT OF OR ALTERATION TO IMPROVEMENTS ON THE PROPERTY. BOUNDARY AND EASEMENT LINESARE BASED UPON AVAILABLE DOCUMENTATION AT THE TIME OF SURVEY AND ARE SUBJECT TO SAID TITLEREPORT.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 (KEYNETGPS).TEMPORARY BENCHMARKS SET:TBM-A: MAG NAIL SET IN CONCRETE CURB, ELEVATION= 55.26'TBM-B: MAG NAIL SET IN CONCRETE MAT, ELEVATION= 52.97'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 THE CLIENT, TOWN FAIR TIRE & BOHLER, LLC AND INTENDED ONLY FORTHE USE BY THE CLIENT AS CONTRACTED FOR THE PROJECT AND THE PURPOSE ORIGINALLY INTENDED. NOFURTHER PARTIES OTHER THAN THOSE CERTIFIED HEREON SHALL RELY ON IT FOR ANY PURPOSE.12. THIS SURVEY WAS PERFORMED DURING A PERIOD WHEN THE GROUND WAS SNOW COVERED. UTILITY STRUCTURES AND SITE FEATURES HAVE BEEN LOCATED AND IDENTIFIED WHICH WERE OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK. REMOVAL OF THIS NOTE FROM THE SURVEY WILL REQUIRE ALATER SITE VISIT AFTER THE SNOW HAS MELTED.13. PARTIAL TOPOGRAPHY SHOWN HEREON PER CONTRACTUAL AGREEMENT WITH CLIENT.REFERENCES:1. THE TAX ASSESSOR'S MAP OF VILLAGE OF SOUTH YARMOUTH, BARNSTABLE COUNTY, MAP 97.2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, BARNSTABLECOUNTY, MASSACHUSETTS, (ALL JURISDICTIONS), PANEL587 OF 875", MAP NUMBER 25001C0587J, EFFECTIVEDATE: JULY 16, 2014.3. MAP ENTITLED "ALTA/ACSM LAND TITLE SURVEY PLAN OF LAND IN SOUTH YARMOUTH, MA., 484 STATIONAVENUE SOUTH YARMOUTH, MA., PREPARED FOR LINEAR RETAIL PROPERTIES, LLC.", PREPARED BY DOWNCAPE ENGINEERING, INC., DATED JANUARY 16, 2006, LAST REVISED FEBRUARY 9, 2006.4. MAP ENTITLED "PLAN OF LAND IN YARMOUTH", PREPARED BY THOMAS E. KELLEY, DATED OCTOBER 11, 1966,RECORDED WITH BARNSTABLE COUNTY REGISTRY OF DEEDS AS LAND COURT PLAN # 35021-A .5. MAP ENTITLED "PLAN OF LAND IN YARMOUTH, MA.", PREPARED BY SITE WORK ASSOCIATES, INC., DATEDAPRIL, 1986. RECORDED WITH BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 422, PAGE 74.6. MAP ENTITLED "PLAN SHOWING WATER EASEMENT LAND IN SOUTH YARMOUTH, MASS., PREPARED FORFRONTENAC DEVELOPMENT CORP.", PREPARED BY CAPE ENGINEERING, DATED DECEMBER 12, 1986.RECORDED WITH BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 434, PAGE 60.7. MAP ENTITLED "SUBDIVISION PLAN OF LAND IN SOUTH YARMOUTH, MASS.", PREPARED BY DOWN CAPEENGINEERING SURVEYORS, DATED SEPTEMBER 13, 1984. RECORDED WITH BARNSTABLE COUNTY REGISTRYOF DEEDS AS LAND COURT PLAN # 35021-C.8. MAP ENTITLED "SUBDIVISION PLAN OF LAND IN SOUTH YARMOUTH, MASS., FOR RALPH E. FORSYTH",PREPARED BY BARNSTABLE SURVEY CONSULTANTS, INC., DATED NOVEMBER, 1968. RECORDED WITHBARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 227, PAGE 53.9. MAP ENTITLED "PLAN OF LAND IN YARMOUTH, MA.", PREPARED BY MERCER ENGINEERING CORP., DATEDSEPTEMBER 26, 1966. RECORDED WITH BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN # 34834-A.10. MAP ENTITLED "SUBDIVISION PLAN OF LAND IN SOUTH YARMOUTH, MASS.", PREPARED BY DOWN CAPEENGINEERING SURVEYORS, DATED NOVEMBER 15, 1983. RECORDED WITH BARNSTABLE COUNTY REGISTRYOF DEEDS AS LAND COURT PLAN # 35021-B.11. UNDERGROUND ELECTRIC MAPPING PROVIDED BY EVERSOURCE.12. MAP ENTITLED "SUBDIVISION PLAN OF LAND IN SOUTH YARMOUTH, MA.", PREPARED BY MERCERENGINEERING CORP., DATED MAY 20, 1968. RECORDED WITH BARNSTABLE COUNTY REGISTRY OF DEEDS ASPLAN BOOK 223, PAGE 77.13. UNDERGROUND SEPTIC MAPPING PROVIDED BY THE YARMOUTH HEALTH DEPARTMENT.14. UNDERGROUND GAS MAPPING PROVIDED BY NATIONAL GRID.15. UNDERGROUND WATER MAPPING PROVIDED BY THE YARMOUTH WASTE & WATER DEPARTMENT.GERRY L. HOLDRIGHTMASSACHUSETTS PROFESSIONAL LAND SURVEYOR #4921121BOUNDARY, TOPOGRAPHIC & UTILITY 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 954.763.761102-06-202602-06-2026!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.COM2022 ESRI WORLD LIGHT GRAY CANVAScVICINITY MAP(NOT TO SCALE)SITE484 STATION AVENUECOMMONWEALTH OF MASSACHUSETTSVILLAGE OF SOUTH YARMOUTH, BARNSTABLE COUNTYMAP 97, LOT 22 TOWN FAIR TIREMASSACHUSETTS STATE PLANE COORDINATE SYSTEM - (NAD 83)FIELD DATESEE SHEET 2 OF 2 FOR SITE FEATURES & TOPOGRAPHY COMMONWEALTH OF MASS.(F/K/A PENN CENTRAL RAILROAD)7777777745612237143MAP 97LOT 22MAP 97LOT 23-C1MAP 97LOT 20MAP 98LOT 107STATION AVENUE(PUBLIC - 60' WIDE ROW)(PER REF. #3, #4, #5, #6, #7 & #10)S83°23'26"ES74°23'59"W290.77 ' N07°36'01"W 200.00'S85°43'52"W182.52'S43°22'54"W58.00'R=50.00'D=090°00'01"L=78.54'CHB=S01° 37' 07"ECHD=70.71'S83°22'56"E238.10'R=600.00'D=000°17'11"L=3.00'CHB=S43° 31' 29"WCHD=3.00'N46°37'06"W150.00'306.21'THE 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.SHEET-R.J.K.R.A.B.REVIEWED:FIELD CREWDRAWN:C.W.01-22-2026-FIELD BOOK NO.FIELD BOOK PG.OFG.L.H.APPROVED:DATE1" = 30'SCALE03-260005-00FILE NO.THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BESTOF MY KNOWLEDGE, BELIEF, AND INFORMATION, THIS SURVEY HAS BEEN PERFORMED INACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS.NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSEDWITH RAISED IMPRESSION OR BLUE INK SEAL0 15 3060120( IN FEET )1 inch = 30 ft.GRAPHIC SCALE30GERRY L. HOLDRIGHTMASSACHUSETTS PROFESSIONAL LAND SURVEYOR #4921122BOUNDARY, TOPOGRAPHIC & UTILITY 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 954.763.761102-06-202602-06-2026!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.COM484 & 474 STATION AVENUECOMMONWEALTH OF MASSACHUSETTSVILLAGE OF SOUTH YARMOUTH, BARNSTABLE COUNTYMAP 97, LOTS 22 & 23-C1TOWN FAIR TIREMASSACHUSETTS STATE PLANE COORDINATE SYSTEM - (NAD 83)FIELD DATESEE SHEET 1 OF 2 FOR NOTES AND REFERENCESLEVEL RELATIVE TO PROPERTY LINEOFFSET OF STRUCTURE AT GROUND CLEAN OUTPARKING SPACE COUNTAPPROX. LOC. UNDERGROUND ELECTRIC LINEAPPROX. LOC. UNDERGROUND GAS LINEWATER VALVEAREA LIGHTBOLLARDSIGNAPPROX. LOC. UNDERGROUND WATER LINEAPPROX. LOC. UNDERGROUND SANITARY / SEWER LINETREE & TRUNK SIZEAPPROX. LOC. UNDERGROUND DRAINAGE LINEDEPRESSED CURBEDGE OF PAVEMENTLANDSCAPED AREAUNDER GROUND10EDGE OF CONCRETESANITARY/SEWER MANHOLEUNKNOWN MANHOLEHYDRANTGAS METERELECTRIC METERTYPICAL CATCH BASIN OR INLETEXISTING SPOT ELEVATIONEXISTING TOP OF WALL ELEVATIONEXISTING BOTTOM OF WALL ELEVATIONEXISTING TOP OF CURB ELEVATIONEXISTING CONTOURLEGENDEXISTING DOOR SILL ELEVATIONHEIGHT BUILDING SOLID WHITE LINE NO VISIBLE PIPE CONC. BOUND w/DRILL HOLEGRATE ELEVATIONSUBSURFACE UTILITY QUALITY LEVEL DEXISTING BOTTOM OF CURB ELEVATIONFULL OF SNOWTOP OF WATERBOTTOM OF STRUCTURE Unless otherwise indicated numbers are Jay R. Smith. Approved equal products: Zurn, Josam, Wade, Watts andPrecision Plumbing Product.FCO - Concrete FloorsJay R. Smith fig. 4220 C.I. cleanout with gasket seal threaded plug for easy removal. Adjustable round cast iron topwith securing screw speedi-set outlet connection.FCO - Tile floorsJay R. Smith fig. 4151 C.I. cleanout with gasket seal threaded plug easy removal. Adjustable round nickelbronze top recessed for tile with securing screw. Speedi-set outlet connection.FCO- Carpeted FloorsJay r. Smith Fig. 4020-Y C.I. Cleanout with gasket seal threaded plug adjustable round nickel bronze top completewith stainless steel carpet marker with securing screw. Speedi-set outlet connection.Lavatory - Wall Hung supportJay r. Smith #700 for masonry walls and #700-M31 for metal stud walls.Water hammer ArrestorsP.P.P. system rated plus series copper water hammer arrestors. Install in an upright position at all flushvalves, washing machine supplies, dishwashers, PRV stations, and other quick closing valves, solenoids andplumbing fixtures. Locate and size as indicated on drawings. Where not shown on drawings, locate and sizein accordance with PDI standard WH-201.DRAINAGE PRODUCTS/SPECIALTIES:1. Cold and hot water piping above grade shall be type L hard drawn copper tubingconforming to ASTM B-88 with sweat joints and cast or wrought fittings. All jointsshall be made with lead free solder, domestic water service piping below gradeshall be cement lined ductile iron pipe with push-on joints. Domestic water branchpiping below grade shall be protected with sleeves at all penetrations throughconcrete.2. Sanitary, Waste & Vent piping above ground shall be no-hub cast-iron withstainless steel couplings. No-hub cast iron per CISPI 301 and ASTM A888.3. Sanitary, Waste & Vent piping below ground shall be cast iron with push-on jointsper ASTM A-74.5. All systems under this section shall be provided with valves to permit complete andsectional control of the system. They shall be located to permit easy operation,replacement and repair. Shut-off/isolation valves shall be installed where indicatedon drawings or where required on system. Valves shall be manufactured by Kennedy, Milwaukee, NIBCO, Watts or approved equal.6. Natural gas piping above grade shall be schedule 40 black steel.Buried Piping Outside of Building:Polyethylene, SDR-11, ASTM D2513 pipe and fittings with heat fusion socket joints.Polyethylene pipe fittings materials shall be compatible and by same manufacturerto ensure uniform melting and a proper bond. Fabricated fittings shall not be used.Provide connection between buried plastic gas service piping and metallic riser inaccordance with the gas code. Provide metallic riser consisting of HDPE fusedcoating on steel pipe for connection to above ground building distribution piping.Underground horizontal metallic portion of riser shall be at least twenty four inchesin length before connecting to the plastic service pipe. An approved transition fittingor adaptor meeting design pressure rating and plastic pipe manufacturers recommendations shall be used where the plastic joins the metallic riser.Buried Piping Inside of Building:Natural gas piping below grade shall be schedule 40 black steel with factory appliedplastic coating, welded joints, coated with Bitumastic and wrapped with tape coatingat all joints.Above ground piping outside of building (including roof):Schedule 40 black steel, ASTM A53, Grade A or B, with schedule 40 carbon steelfittings and welded joints for piping over 4 inches. Piping 4 inches and smaller canbe class 150 black malleable iron fittings conforming to ASME B16.3.1 with threaded joints or Pro-pressG fittings.Provide factory applied plastic coating or field applied primer to epoxy paint coatingon all pipe and fittings. Field applied coating is restricted to fittings and short sections of pipe necessarily stripped for threading or welding. Field coating shall bemanufactured by AMERCOAT type 240 or approved equal and applied in accordance with manufacturer's recommendations galvanizing shall not be considered adequate protection.Above Ground Piping Inside of Building:Schedule 40 black steel, ASTM A53, Grade A or B, with schedule 40 carbon steelfittings and welded joints for piping over 4 inches. Piping 4 inches and smaller canbe class 150 black malleable iron fittings conforming to ASME B16.3.1 with threaded joints or Pro-pressG fittings.Exceptions:All exposed piping located within areas utilized as return air plenums shall havewelded joints.7. All Gas Piping Installed on Roof-Top:All gas piping shall be supported on E-Z sleepers and roller extension kits allowingfor pipe expansion and contraction. sleepers shall be installed per manufacturersrecommendations. All exposed gas piping on roof shall be sealed and painted.8. Provide mixing valve to temper 120° hot water supply down. Set at 110° outlet tempto toilet room lavatories.PLUMBING MATERIALS9. Plumbing Identification: acceptable manufacturers - Allen Systems, Inc.,Brady (w.H.) Co.; Signmark Div., Seton Name Plate Corp. - unlessspecified otherwise, comply with ASME A13.1 "Scheme for Identificationof Piping Systems", for letter size, length of color field, colors, and viewingangles of devices for piping. Flow arrows shall be solid black. Arrowsshall be six (6) inches long by two (2) inches wide.4. All above grade hot and cold domestic water piping shall be insulated. Water pipinginsulation thickness shall be as the following:With 4 lb. density sectional fiberglass pipe insulation with approved vapor barriercovering. Insulate cold water piping up to water meter. All joints & seams shall be sealedvapor tight. Materials as manufactured by Armstrong, Certainteed, KNAUF or equal.Cellular type insulation products are not allowed.Cold WaterPipe Size Pipe Ø < 1 1/2"1 1/2" ≤ Pipe Ø ≤ 8 Pipe Ø < 1 1/2"1 1/2" ≤ Pipe Ø ≤ 8Hot WaterInsulation Thickness1/2"1"1"1 1/2"COLD WATER PIPINGHOT WATER PIPINGCONNECT BACK INTO EXISTINGPIPING TURNING DOWNPIPING TURNING UPFLOOR DRAIN W/TRAPFLOOR CLEANOUTBALL VALVEVENT PIPING AT CEILINGABOVE GROUND SANITARY/WASTE PIPINGBALANCE VALVEBACKFLOW PREVENTERVENT PIPING BELOW FLOORCWHWCTEDNUPFDFCOBVVS/WBALBFPVSYMBOLABBREVIATIONDESCRIPTIONPLUMBING LEGENDPIPING DROPDPWALL HYDRANTNATURAL GAS PIPINGGASGBELOW SLAB SANITARY/WASTE PIPINGS/WLIMIT OF REMOVALLORHOT WATER RETURN PIPINGHWRWHTRAP PRIMERT/PVTR VENT THRU ROOF---P-TRAPCOCLEANOUTS,WSOIL, WASTE PIPING (IN CHASE OR WALL)KS-1FIXTURE NUMBERSPECIFIC PLUMBING NOTE11ETREXISTING TO REMAINHOSE BIBB OR WALL HYDRANT-EXTERIORHB-WHEXISTING TO BE REMOVEDETBREXISTING EQUIPMENTEFIXTURE TYPE QUANITYCFH INPUTTOTAL CFHPRESSURE DROP0.3 in. w.c.LINE SIZETOTAL NEW INPUT384SOURCE: NFPA 54 TABLE 6.2.1 (a).NATURAL GAS REQUIREMENTS @0.5PSI SERVICE PRESSURELONGEST RUN150 FT.2"167671"RTU-1MANUFACTURERMODEL#LOCATIONTHERMOSTATIC MIXING VALVE SCHEDULE REMARKSLEONARD7 GPM, ΔP=5PSI. SET OUTLETTEMPERATURE TO 110°F.SIZEEWH-1DESIGNATION TMV-1270-LFMANUFACTURERMODEL#EXPANSION TANK SCHEDULEREMARKSDESIGNATION MIN ACCEPTANCE (GAL)TANK SIZE (GAL) MIN PRESSURE (PSI)ET#THE DOMESTIC WATER CONNECTION SIZE TO TANK IS3/4". REFER TO DETAIL FOR LOCATION WITH RESPECTTO ENTIRE DOMESTIC HOT WATER SYSTEM.ET-10.92.0SET TO SYSTEMSTATIC PRESSURELEONARD3.5 GPM, ΔP=5PSI. SET OUTLETTEMPERATURE TO 110°F.TMV-2TM-26-BDT-LFLAV-1AMTROLST-5C-DD12" INLET &OUTLET34" INLET &OUTLETELECTRICAL REQUIREMENTSTAGMANUFACTURER MODELSTORAGE(GALLONS)TEMP SETTINGRECOVERY(GPH)VOLTS PHASE AMPSPOWER(KW)REMARKSEWH-1120°F2081---PLUMBING CONTRACTOR SHALL COORDINATE FINAL ELECTRICAL REQUIREMENTSWITH ELECTRICAL CONTRACTOR. REFER TO DETAIL. REFER TO DRAWINGS FORLOCATION AND QUANTITY.ELECTRIC WATER HEATER SCHEDULEAO SMITHDEL-3025334.5HWC#DOMESTIC HOT WATER RECIRCULATION SCHEDULEDESIGNATION SERVICE MANUFACTURER MODELFLOW (GPM) HEAD (FT. W.C.)H.P. RPM VOLT PHSET TEMP. POINT (°F)HWC-1EWH-1TACO003-SC4-IFC141403250 1151120NOTES:1. PLUMBING CONTRACTOR SHALL COORDINATE POWER REQUIREMENT WITH THE ELECTRICAL CONTRACTOR. PROVIDE PUMP WITH AQUASTAT, PUMP SHALL BE STAINLESS STEEL.PLUMBING SPECIFICATIONS:1. All plumbing work performed shall be in accordance with the CMR 248Massachusetts Plumbing Code, 248 CMR 4.00 Massachusetts Plumbing Code, 310CMR 22.22, Cross Connections Distribution system codes and also comply with allother state and town codes.2. Plumbing contractor shall obtain all permits and inspections required for the installation of this work and pay all charges incident thereto. He shall deliver tothe architect all certificates of said inspections.3. All materials used in the construction of the plumbing and gas systems shall be new and without defects. Any damaged fixtures, equipment, materials & piping shall be removed from project and replaced with new.4. The drawings are diagrammatic and do not necessarily depict exact conditions. The indicated locations of equipment, piping, ductwork etc, are approximate only. The drawings are schematic in nature and are not to be scaled. Scales are shown for reference approximation only.5. Warranty: All equipment furnished and installed under contract shall be providedwith the manufacturer's standard warranty. This contractor shall make good of alldefects in materials, equipment, or workmanship disclosed within a period of one(1) year from date of building acceptance by the owner. Note the phrase "makegood" shall mean to furnish promptly without charge, all work necessary to remedythe defects to the satisfaction of the engineer.6. This contractor shall prepare, submit and obtain engineer's review of manufacturer'ssubmittals on the following equipment and systems prior to ordering, purchasing, or installation of any equipment, fixtures or materials.a. Water heaterb. Valvesc. Waste Pipesd. Domestic Cold and Hot water pipes.e. Gas Pipesf. Pipe insulationg. Pipe supportsh. Water hammer arrestori. Plumbing fixturesj. Water meter7. This contractor shall at all times keep the premises reasonably clean andfree of undue amounts of waste, trash and debris by periodic cleaning andremoval. After completion, all foreign material, trash and other debris shallbe removed from the job site at this contractor's expense.8. Testing of Piping Systems: All piping systems shall be tested before insulated or concealed under the required amount of time, thereto. All tests shall be witnessed bythe inspector having jurisdiction and owner's representative within 48 hours minimumnotice given these authorities. All tests shall be provided by contractor.9. All work shall include the cutting, patching, masonry and carpentry required as part of the equipment installation when not provided by others.10. Plumbing contractor shall coordinate with all other trades, the plumbing contractor shall also coordinate pipe penetrations with the general contractor.11. All piping shall be supported by means of hanger rods and pipe hangers from roof,ceilings and/or floor structures using supplementary steel and/or lagbolts.12. Flashing: All piping penetrating through roof shall be flashed in an approved manner, shall be watertight and conform to all requirements.13. This contractor shall also provide and comply with the following generalrequirements as stated thereto: but not limited to:A. Operation and maintenance manuals.B. As built drawings to reflect changes on job.C. All valves, flanges and unions where required.D. Access panels where required.E. Pipe identification markers and/or tags.F. Excavation, trenching and backfilling.G. Storage and protection of on site materials.H. All equipment supports.I. Pipe sleeves passing through wall, floors etc.J. Cleanouts where required by code and/or job conditions.K. Provide gate or ball valves to isolate sections of water supply piping within building.14. The potable hot water, recirculating hot water and cold water distributionsystem for the entire new building or the renovation area of the existingbuilding shall be thoroughly sterilized with a solution containing not lessthan 50 parts per million of available chlorine. The chlorinating materialsshall be either chlorine, calcium hypochlorite, or chlorinated lime. The sterilizing solution shall be allowed to remain in the system for a period ofeight (8) hours, during which time all valves and faucets shall be openedand closed several times. After sterilization, the solution shall be flushedfrom the system with clean water until the residual chlorine content is notgreater than 0.2 part per million and water crystal clear, unless otherwisedirected.RTU-2167671"DRAINAGE SCHEDULETAGDESCRIPTIONMANUFACTURERMODELSTRAINER SIZEDRAINCONNECTIONVENT CONNECTION TRAP PRIMEROVERFLOWCONNECTIONREMARKSNOTE:1. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER AND TRAP PRIMER WALL ACCESS PANEL IN ACCESSIBLE LOCATIONS TO ALLOW REGULAR MAINTENANCE.FD-AFLOOR DRAINJR SMITH2271L4"2"YNSEE DRAWING FOR LOCATIONS. C.I. GARAGE FLOORDRAIN WITH 8" DIA. WITH TRACTOR GRATE,SPEEDI-SET OUTLET CONNECTION, TRAP PRIMERCONNECTION.8"UH-111251251 1/4"UH-211251251 1/4"MANUFACTURERMODEL#LOCATIONBACKFLOW PREVENTER SCHEDULEREMARKSSIZEDESIGNATION BFP-1WATTSLF909SEE DRAWINGS FOR LOCATIONS.114"WATER SERVICENOTES:1. COORDINATE EXACT LOCATION OF FIXTURES WITH ARCHITECT AND OWNER.2. SCHEDULED FIXTURES SHALL BE BASIS OF DESIGN. EQUAL MANUFACTURERS INCLUDE KOHLER, AMERICAN STANDARD, TOTO, SYMMONS, AQUARIUSPLUMBING FIXTURE SCHEDULEMINIMUM SIZE UTILITY TO FIXTURETAG DESCRIPTIONMANUFACTURER MODELWASTECONNECTIONVENTCONNECTIONHOT WATERCONNECTIONCOLD WATERCONNECTIONFAUCET/VALVEREMARKSWC-1 WATER CLOSET - ADA4"S2"V---12"CWLAV-1 LAVATORY112"W112"V12"HW12"CWMS-1 MOP SINK3"W2"V12"HW12"CWPROVIDE WITH VACUUM BREAKER, RUBBER HOSEMODEL#889-CC-24" MOP HANGER, #E-77-AA VINYLBUMPER-GUARD#1453 BB-FLAT STAINLESS STEEL STRAINER.AMERICAN STANDARDMODEL # 2385.404 SINGLELEVER FAUCET WITHAERATOR AND GRID DRAIN.MCGUIRE 170 SUPPLY TOWALL WITH WHEEL HANDLESTOPS, 5" EXTENSION TUBE,WALL ESCUTCHEON ANDFLEXIBLE RISERS.AMERICANSTANDARD---SS-1 SERVICE SINK12"CW2"W2"V12"HW AMERICAN STANDARD MODEL #8340.242, FAUCET WITH HOSEEND, BUCKET HOOK, VACUUMBREAKER, LEVER HANDLE ANDINTEGRAL STOPS - ROUGHCHROME FINISH. JONES SPEC2900 ENAMELED CAST IRONTRAP STANDARD, OUTLETTHREADED 3" INSIDE, WITHSTRAINER.SERVICE SINK WITH 9" BACK SPLASH DRILLED ON 8"CENTERS, WALL HANGER, AND STAINLESS STEEL RIMGUARD. FAUCET WITH HOSE END, BUCKET HOOK, VACUUMBREAKER, LEVER HANDLE AND INTEGRAL STOPS - ROUGHCHROME FINISH. JONES SPEC 2900 ENAMELED CAST IRONTRAP STANDARD, OUTLET THREADED 3" INSIDE, WITHSTRAINER.# 2467.016AMERICANSTANDARD# 0355.012FIATMSB-2424CECONo # 866 # 8340.242 SERVICE SINKFAUCET SET, VACUUMBREAKER, # 832-AA- 30" HOSEAND BRACKET, # 889-CC- 24"MOP HANGER, # E-77-AAVINYL BUMPER-GUARD.EQUAL BY STERN-WILLIAMS.PROVIDE WITH OPEN SEAT COVER, 1.6 GALLON FLUSH,VITREOUS CHINA- FLOOR MOUNT ELONGATED BOWL.MCGUIRE 170LK 12" O.D. X 38" O.D. ANGLE SUPPLY.COORDINATE TRIP LEVEL LOCATION WITH ARCHITECTURALDRAWINGS.PROVIDE OFF-SET GRID DRAIN ASSEMBLY, 114" TAILPIECE,CHROME FINISH, MCGUIRE 170LK 12" O.D. X 38" O.D. ANGLESUPPLYS, LOOSE KEY STOP, WALL FLANGE-CHROMEPLATED TRAP-MCGUIRE 8090CBOS6-114" X 112" 17 GAUGE TRAPWITH CLEANOUT, BRASS GROUND JOINT AND WALLFLANGE-CHROME FINISH. HANDI-LAV-GUARD 102, 103E AND105-SELF FASTENING, VINYL INSULATIONAL COVERS FORDRAIN, TRAPS AND SUPPLY PIPING WITH ACCESSIBLEANGLE VALVE INSULATION COVER, WHITE.WH WALL HYDRANT---------34"CWWOODFORDMODEL 68---NON - FREEZE WALL HYDRANT, AUTOMATICDRAINING WITH COVER.6"DIAMETERSTRAINER2"2"CONNECTIONVENTCONNECTIONWASTE/DRAIN COORDINATE DRAIN LOCATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. PROVIDE TRAP PRIMER CONNECTION. FLOOR DRAINDESCRIPTIONFD-ADESIGNATION2005Y-AJR SMITHDRAINAGE FIXTURE SCHEDULEREMARKSMODEL#MANUFACTURERTown FairTire Center484 STATION AVENUESOUTH YARMOUTH, MASSACHUSETTSENGINEERED SYSTEMS, INC.CONSULTING ENGINEERS304 Cambridge Road, Suite 510, Woburn, MA 01801(781) 569-6525P1 INSULATED PIPESSHIELD SCHEDULEPIPE SIZELENGTHOF SHIELD1/2" TO 5"9" TO 12"8"12"16 Ga. GALV. STL. SHIELDADJUSTABLECLEVIS HANGERFIBERGLASS INSULATION FOR LENGTH OF SHIELDSEE SCHEDULETYPICAL PIPE HANGER DETAIL NTS-3FINISHED FLOORMAIN DRAINSCLEANOUT WITH ROUND TOPFLOOR DRAIN CLEANOUT NTS-9NTS-8RISER DIAGRAMS BALL VALVE (TYPICAL)THERMOMETER(TYPICAL)VACUUMBREAKERCOMBINATIONPRESSURE &TEMPERATURERELIEF VALVE(ASME)DRAIN VALVESET AT140°FEWH-1PRESSURE GAUGETMV-1UNION (TYPICAL)CHECKVALVECHECK VALVEWITH 1/8" DRILLHOLE IN CLAPPER3/4" CW3/4" HW TOFIXTURES (120)HWC-11/2"HWR FROMFIXTURESAQUASTATIN-LINE STRAINERBY-PASS (3/4")(NORMALLY CLOSED)NOTES:1. WATER HEATER SHALL BEFLOOR-MOUNTED ASSHOWN PER PLANS.ELECTRIC WATER HEATER (EWH-1) PIPING DETAIL NTS-6WH-11/2" (MIN.)4"2" (O.D.)CLEAR SPACE ABOVE CLGJOIST SPACEWALLACCESS PANELBY G.C.WATERVALVEB-LINE SHORT PIPESTRAP MODEL NO.B3109-4 FLOOR DRAIN TRAP PRIMER DETAILNTS-5PUBLIC LAVATORY12"HWR12"HW12"CWTO BRANCH LINESPROVIDE BALANCEVALVE BY CIRCUITSOLVER AT MOSTREMOTE LAVATORY IFREQUIRED. REFER TOPLAN FOR LOCATIONS.2' MAXPUBLIC LAVATORY HOT WATER PIPING DETAILNTS-2ET-1 (AMTROL ST-5-C CAPABLEOF 0.9 GALLON ACCEPTANCEEXPANSION-TOTAL CAPACITY OF2.0 GALLONS)1 1/4"ØNEW 1" WATER METERNEW 1 1/2" OS&Y GATE VALVELNEW 1 1/2" DOMESTIC WATER 3/4" HOSE-END DRAIN VALVE11/4"CW TO SYSTEMPROVIDE ATMOSPHERIC VACUUM BREAKERSTO HOSE END DRAIN VALVES-TYPICALBACKFLOW PREVENTER.WATTS MODEL LF009-1 1/4"AND SPILL DISCHARGE OVER FLOOR DRAINPIPE RELIEF THROUGH FIXED AIR GAPNTS-7WATER SERVICE PIPING DETAIL NTS-4HOT WATER CIRCULATION BALANCING VALVE STATIONDIRECTION OF FLOWBALL VALVEUNIONSTRAINERTHERMOSTATIC BALANCING VALVE.THERMOMEGATECH CIRCUIT SOLVERMODEL CS. REFER TO PLANS FORSIZE.UNIONCHECK VALVEBALL VALVENOTE:SIZE VARIES - SEE FLOOR PLANS. PROVIDE AT THEBASE OF ALL RISERS AND AT END OF HORIZONTALRUNS114"CWWASTE & VENT RISER DIAGRAMNOT TO SCALEWATER RISER DIAGRAMNOT TO SCALELAV-1LAV-1MS-1SS-1WC-1FCO2"WWC-1LAV-1WC-1LAV-1WC-1MS-1SS-112"CW12"HW12"CW12"HW114"CW12"CW12"CW12"HWR12"HW12"CW2"V2"V2"V2"V2"V4"S4"S4"W2"W2"W4"S4"S4"S4"S1"CW34"CW12"HWR12"HWFCO12"CW34"CWNTS-1NON-HAZARDOUS INDUSTRIAL WASTEWATER TANK DETAILNOTES:1. INNER TANK (CONTAINMENT) FLOAT #1INSTALLED AT 75% FILLED (36"UFF) -SCHEDULE A PUMPING FLOAT #2INSTALLED AT 95% FILLED (46"UFF) -FULL STOP USE & SCHEDULE PUMPING.2. OUTER TANK (SECONDARY) FLOAT #3INSTALLED AT 3" UFF - TANK ISLEAKING/OVERFLOWING. STOP USE &SCHEDULE PUMPING.3. INNER AND OUTER TANK SHALL BECOATED AND SEALED4. COORDINATE FINAL DEPTH IN FIELDAND PROVIDE RISER EXTENSIONS ASREQUIRED5. PROVIDE WIRING OF FLOATS ANDALARMS FROM TANKS TO CONTROLPANEL INSIDE BUILDING. COORDINATEFINAL PANEL LOCATION WITH OWNER6. REFER TO CIVIL DRAWINGS FORLOCATION OF TANK. INSTALL PER 314CMR 18, 248 CMR AND OTHERAPPLICABLE CODES AN STANDARDS4"VTR3"V2"V11'-6"6'-0"(1) Ø24" I.D x 6". H-20 RISER(1) Ø24" X 4" CAST IRON RING & COVER -LABELED(NON-HAZARDOUS INDUSTRIAL WASTEWATER)(1) Ø30" I.D x 6". H-20 RISER(1) Ø30" X 4" CAST IRON RING & COVER -LABELED(NON-HAZARDOUS INDUSTRIAL WASTEWATER)WEIGHT LbsDATE:Concrete Minimum Strength: 5,000 p.s.i. at 28 daysSteel Reinforcment:ASTM A615, Grade 60Design Loading: standard units - AASHTO - H20ITEM#NAME: ACME-SHOREYPRECAST CONCRETE PRODUCTSPgShtChH-20NOTES:1.) SEAM SEALED WITH FLEXIBLE BUTYL RUBBER SEALANT.2.) POSITION INNER TANK AS SHOWN.3.) INCLUDED IN PACKAGE; (3) FLOATS (3) TANK ALERTS (ALARMS) VISUAL & AUDIO 1-Ø24"x6" RISER 1-Ø30"X6" RISER 1-Ø24"X4" R&C-LABELED NHWWHT 1-Ø30"X4" R&C-LABELED NHWWHT(1000 Gallon STORAGE CAPACITY)NHWWHT102NON HAZARDOUS INDUSTRIAL WASTEWATER TANK33,8501-7-261.2 2 of 222C5'-10"2'-6"1'-10"Ø4" PIPE(VENT)Ø2" PIPE(CONDUIT)1000 GALLONCAPACITY11'-6"6'-0"5'-0"4'-2"7'-10"6'-10"5'-11"INV5'-10"INV4'-10"INV5'-6"1'-4"4'-0"LIQUIDLEVEL4'-8"3'-2"0'-4"NOTE#25'-10"6'-4"0'-6"0'-1"(NOTE#2)10'-6"(8'-4")Ø4" PIPE INLET0'-4"4'-10"INV IN0'-11"0'-4"1'-8"1'-10"NON HAZARDOUS INDUSTRIALWASTEWATER TANKACME-SHOREYCARVER , MA WWW.ACMESHOREY.COM HARWICH , MA334 TREMONT STREET PHONE (508) 548-9607 36 GREAT WESTERN ROAD FAX (508) 548-16641000 GALLON CONTAINMENTH20PRECAST CONCRETE PRODUCTSITEM# NHWWHT102Wt. 33,850 LbsSht 1 of 2NOTES:1.) SEAM SEALED WITH FLEXIBLE BUTYL RUBBER SEALANT.2.) POSITION INNER TANK AS SHOWN.3.) INCLUDED IN PACKAGE; (3) FLOATS (3) TANK ALERTS (ALARMS) VISUAL & AUDIO 1-Ø24"x6" RISER 1-Ø30"X6" RISER 1-Ø24"X4" R&C-LABELED NHWWHT 1-Ø30"X4" R&C-LABELED NHWWHT11'-6"6'Ø30" ACCESS OPENINGØ30"ID X 6" HT CONCRETE RISERØ32" X 6" C.I. RING & COVERØ24" ACCESS OPENINGØ24"ID X 6" HT CONCRETE RISERØ24" X 4" C.I. RING & COVERINLETVENT6'-10"CONDUIT1000 GallonCONTAINMENT TANK22-1.2Town FairTire Center484 STATION AVENUESOUTH YARMOUTH, MASSACHUSETTSENGINEERED SYSTEMS, INC.CONSULTING ENGINEERS304 Cambridge Road, Suite 510, Woburn, MA 01801(781) 569-6525P2 FCO4"GW4"GWWC-1WC-1LAV-1LAV-1MS-1SS-14"S4"S4"S3"W&T UP TO MS-12"V UP4"S4"S UP TO WC-12"V UP4"S UP TO WC-12"V UP2"W UP4"GW&T UP TO FD-A12"CW DP TO T/P2"V RISE/UP4"GW&T UP TO FD-A12"CW DP TO T/P4"GW&T UP TO FD-A12"CW DP TO T/P4"GW&T UP TO FD-A12"CW DP TO T/P2"V RISE/UP4"SNEW 4"GW LEAVING BUILDING TOHOLDING TANK. INVERT INTO HOLDINGTANK MUST BE AT LEAST 4' BELOWFINISHED GROUND ELEVATION. FINALINVERT TO BE DETERMINED BY CIVILENGINEER. SEE DETAIL 1 ON P1 FORTANK DETAILS4" CHAMBER VENT FROMHOLDING TANK4"V UP2"W UP TO SS-1FCOFCONEW 4"S LEAVING BUILDING TO PUMPCHAMBER. REFER TO CIVIL DRAWINGS FORCONTINUATION. FINAL INVERT TO BEDETERMINED BY CIVIL ENGINEER.112"CW SERVICE MAIN ENTERINGTHE BUILDING.4"SFCOFCOFCOINVERT:54.21 (4"S)NON-HAZARDOUSWASTEWATER TANK, SEEDETAIL 1 ON P1REFER TO CIVIL DRAWINGSFOR LOCATION OF TANKTown FairTire Center484 STATION AVENUESOUTH YARMOUTH, MASSACHUSETTSENGINEERED SYSTEMS, INC.CONSULTING ENGINEERS304 Cambridge Road, Suite 510, Woburn, MA 01801(781) 569-6525P3 FD-AFD-AFD-AFD-AHWC1EWH11"CWWC-1WC-1LAV-1LAV-134"CWMS-1SS-112"HW DP TO MS-12"V DN/RISE12"CW DP TO MS-112"HW DP TO SS-12"W DN, 112"W&T TO SS-1, 2"V RISE12"CW DP TO SS-112"HWR DP12"HW DP, 12"HW TO EACH LAV-12"W DN, 112"W&T TO EACH LAV-1, 2"V RISE12"CW DP, 12"CW TO EACH LAV-112"CW DP, 12"CW TO EACH WC-14" VTRFCO(2) 2"V DN/RISE34"CW12"HWR12"HWUH11"G TO UH-1PROVIDE SHUT-OFF VALVEAND SEDIMENT TRAP(80 CFH)114"G TO UH-2PROVIDE SHUT-OFF VALVE ANDSEDIMENT TRAP(100 CFH)UH21"G(80 CFH)114"G UP(180 CFH)3"V3"VTR12"CW DP TO T/P34" CW TO WH2"V DN/RISEFCOFCOT/PM12"CW DP TO T/P12"CW DP TO T/P12"CW DP TO T/P2"V DN/RISET/PT/PT/P34"CW112"CW SERVICE UP INTO BUILDING.PROVIDE 114 "CW FROM 112 "CW SERVICE WITH1" METER AND 114" BACKFLOW PREVENTER.12"CW DP TO WATER DISPENSERPROVIDE DUAL CHECK VALVE EQUAL TO WATTS LF7R12"CW12"CWM2"G UP WITH GAS METER PROVIDEDBY UTILITY COMPANY TOTALCONNECTED LOAD: 400 CFH SETOUTLET METER TO 8"W.C.FCOFCOFCOWH34"CW114"CW34"CW34"CW34"CW4" VTREXTERIOR WASTEWATER TANKFILL LEVEL ALARM CONTROLPANEL. COORDINATION FINALLOCATION IN FIELD WITH TFTAND TANK INSTALLER.Town FairTire Center484 STATION AVENUESOUTH YARMOUTH, MASSACHUSETTSENGINEERED SYSTEMS, INC.CONSULTING ENGINEERS304 Cambridge Road, Suite 510, Woburn, MA 01801(781) 569-6525P4 114"G DN(180 CFH)114"G TO RTU-2(110 CFH)PROVIDE SHUTOFF VALVEAND SEDIMENT TRAP114"G TO RTU-1(110 CFH)PROVIDE SHUTOFF VALVEAND SEDIMENT TRAP114"G(110 CFH)2"G(400 CFH) 112"G(220 CFH)114"G(110 CFH)GGGGGG2"G DN(400 CFH)Town FairTire Center484 STATION AVENUESOUTH YARMOUTH, MASSACHUSETTSENGINEERED SYSTEMS, INC.CONSULTING ENGINEERS304 Cambridge Road, Suite 510, Woburn, MA 01801(781) 569-6525P5