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HomeMy WebLinkAbout3 - Site Development Plans - Station AvenueSITE DEVELOPMENT PLANS PROPOSED TOWN FAIR TIRE CENTER LOCATION OF SITE 484 STATION AVENUE, VILLAGE OF SOUTH YARMOUTH BARNSTABLE COUNTY, MASSACHUSETTS MAP 97, LOT 22 FOR CONTACT: MATTHEW ASHLEY, P.E. PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. C-101 COVER SHEET USGS MAP SCALE: 1" = 2,000' SOURCE: USGS, 2025 DENNIS QUADRANGLE AERIAL MAP SCALE: 1" = 150' SOURCE: NEARMAP AERIAL IMAGERY, 2025 REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: CONTROL POINT ASSOCIATES, INC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 DATED: 02-06-2026 03-260005-00 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: WHITESTONE ASSOCIATES, INC. 35 TECHNOLOGY DRIVE WARREN, NJ 07059 DATED: MM/DD/YY ¨ARCHITECTURAL PLAN: ANDREW C. MILLIKEN (ARCHITECT) 171 MAPLEWOOD DRIVE HAWLEY, PA 18428 DATED: NOT PROVIDED GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 PHONE: (508) 398-2231 ¨BUILDING DEPARTMENT 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 PHONE: (508) 398-2231 EXT. 1261 FAX: (508) 398-0836 ¨FIRE DEPARTMENT 96 OLD MAIN STREET SOUTH YARMOUTH, MA 02664 PHONE:(508) 398-2212 FAX: (508) 760-4858 ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER DEPARTMENT OF PUBLIC WORKS (DPW) 74 TOWN BROOK ROAD WEST YARMOUTH, MA 02673 PHONE:(508) 398-2231 FAX: (508) 398-0836 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 JURISDICTIONAL NOTES C-103 EXISTING CONDITIONS/DEMOLITION PLAN C-201 SITE PLAN C-301 GRADING AND DRAINAGE PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN C-801 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-803 CONSTRUCTION DETAILS C-901 - C-903 LANDSCAPE PLAN L-101 LANDSCAPE NOTES AND DETAILS L-102 ALTA SURVEY (BY OTHERS)2 SHEETS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 C O V R OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 S T A T I O N A V E N U E PROP TOWN FAIR TIRE (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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH 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 MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT 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 MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL 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 OTHER SAFETY 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, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL 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 OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 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 IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY 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 AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED 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 AFFECTED PARTIES. 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 IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT 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 AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL 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 AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS 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 ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR 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 MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION 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 THE SITE 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 ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 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 THE AREA 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH 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 AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO 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 ON UNIFORM 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 THE RELOCATION 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 WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH 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 RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS 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-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL 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 INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND 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. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY 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 GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND 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 THE PROPOSED 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, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY 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 FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT 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 AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP 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 NOT STEEPER 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 BE PROVIDED 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 AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP 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 MUST NOT 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 NOT EXCEED 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 PATH OF 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 PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH 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 INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL 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 UNDERGROUND UTILITIES 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 FOR VERIFYING 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 EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION 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 DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE 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, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, 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 LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR 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 INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES 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 AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/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 ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES 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, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, 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 REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 2.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 3.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, 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 UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. M a y 0 5 , 2 0 2 6 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 MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN 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 MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES 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 THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE 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 BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION 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 THE MOST 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, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS 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 EXACT LOCATIONS 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 OF CONSTRUCTION. 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 THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE 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 SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR 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 REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT 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 FEDERAL LAWS 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 NO LIABILITY 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 REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'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 RESPONSIBLE FOR 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 ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL 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 PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN 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 CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY 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 OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR 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, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND 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'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME 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 AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED 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 WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY 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 ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE 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 “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY 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 THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE 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 DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS 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 FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD 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 WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR 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 DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD 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 TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS 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 WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS 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 THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO 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 THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER, LLC STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE C/O CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT FIRE HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES AND LEGEND ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 N O T E OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 C-103 JURISDICTIONAL NOTES ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 3 J U R S OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 MASSACHUSETTS DEMOLITION NOTES (Rev. 10/2025) 1.THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED AND/OR REMAIN. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 2.CONTRACTOR MUST FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR MUST NOTIFY DESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATION OF ALL PROPOSED IMPROVEMENTS. 3.CONTRACTOR MUST INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTS RE-USE TO VERIFY SUITABILITY FOR SAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTOR MUST PROVIDE A NEW STRUCTURE. THE CONTRACTOR MUST COORDINATE SUCH WORK WITH THE APPLICABLE UTILITY PROVIDER. 4.CONTRACTOR TO REMOVE ANY BUILDING FOUNDATION REMAINS OR ASSOCIATED IMPROVEMENTS, DELETERIOUS MATERIALS, AND/OR DEBRIS THAT IMPEDE THE WORK SHOWN ON THESE PLANS. 5.THE CONTRACTOR MUST REVIEW THE PLANS VERSUS THE LOCATION OF EXISTING STRUCTURES, UTILITIES AND APPURTENANCES IN THE FIELD TO CONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THE CONTRACTOR MUST CARRY COSTS FOR REMOVAL OF ANY EXISTING STRUCTURES, APPURTENANCES, AND UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, DRAIN, WATER, SEWER, STEAM, IRRIGATION, GAS, TELECOM AND ELECTRIC. 6.THE CONTRACTOR MUST MAINTAIN, ADJUST OR ABANDON EXISTING MONITORING WELLS IN ACCORDANCE WITH THE DIRECTION OF THE ENVIRONMENTAL CONSULTANT (TYP). 7.WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT OR COMBINATION THEREOF IT IS SHOWN ADJACENT TO THESE FEATURES FOR GRAPHICAL CLARITY. 8.EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATED OTHERWISE. REASONABLE CARE AND CAUTION MUST BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGE AND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DO NOT CONFLICT WITH THE DEVELOPMENT. 9.CONTRACTOR MUST REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN EXISTING OR PROPOSED RIGHTS OF WAYS. ANY SUCH WORK MUST BE PERFORMED BY A LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGED LOOPS OR OTHER SIGNAL EQUIPMENT MUST BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR MUST BE AVAILABLE TO MAKE ANY TEMPORARY SIGNAL CHANGES IF REQUESTED BY DOT AND/OR THE MUNICIPALITY. 10.THE CONTRACTOR MUST FIELD VERIFY THE LOCATIONS WHERE PROPOSED UTILITIES CROSS EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11.CONTRACTOR MUST LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTING MAIN AND/OR PROPERTY LINE. THESE SERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL / STATE TRANSPORTATION DEPARTMENT REQUIREMENTS. MASSACHUSETTS SITE NOTES (Rev. 10/2025) 1.WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIME FRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 2.ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND GEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT MUST GOVERN. 3.THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES. 4.THE CONTRACTOR MUST REPAIR OR REPLACE IN KIND, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 5.WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT. 6.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN. 7.CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR MUST PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. MASSACHUSETTS DRAINAGE NOTES (Rev. 10/2025) 1.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 2.STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS INDICATED ON THE PLANS OTHERWISE. 3.UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 PVC OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. DRAIN PIPE INSTALLED WITH OVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATER CONDITIONS SHALL BE SANITITE HP POLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT. MASSACHUSETTS UTILITY NOTES (Rev. 10/2025) 1.THE CONTRACTOR'S PRICE FOR WATER AND SEWER SERVICE INSTALLATIONS MUST INCLUDE ALL FEES, COSTS, AND APPURTENANCES REQUIRED BY THE UTILITY PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK) TO PROVIDE FULL AND COMPLETE WORKING SERVICE, INCLUDING (BUT NOT LIMITED TO) NECESSARY FEES, TESTING, DISINFECTING, INSPECTIONS, ROAD OPENING & BACKFILL REQUIREMENTS, TRAFFIC CONTROL AND SURETY BONDS AS DEFINED BY THE PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK). 2.ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES MUST BE COORDINATED BY THE CONTRACTOR WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT. 3.SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST TEN (10) FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES OF VERTICAL SEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST TEN (10) FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BE PROVIDED. ALL CROSSINGS MUST BE IN ACCORDANCE WITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIES REGULATIONS. 4.WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2 IN X 4 FT STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 5.UNLESS INDICATED OTHERWISE, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC., MUST BE INSTALLED UNDERGROUND. ALL NEW UTILITY SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 6.SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. SANITARY LATERAL(S) MUST BE PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 7.UNLESS CLEARLY INDICATED OTHERWISE ALL SANITARY PIPE MUST BE: A.FOR PIPES LESS THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. B.FOR PIPES GREATER THAN TWELVE (12) FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. C.UNLESS LOCAL OR STATE BUILDING / PLUMBING CODE CLEARLY SPECIFIES DIFFERENTLY, SANITARY LATERALS MUST BE PVC SDR 26. D.FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN TEN (10) FEET OF A BUILDING, PIPE MATERIAL MUST COMPLY WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES. CONTRACTOR MUST REFER TO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCAL OFFICIAL PRIOR TO ORDERING OF MATERIALS. E.CONTRACTOR MUST VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS AN EXTERIOR GREASE INTERCEPTOR) OR OTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FOR COMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES PRIOR TO ORDERING OF MATERIALS. 8.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 9.GAS METERS MUST BE PROTECTED AS REQUIRED BY THE JURISDICTIONAL GAS PROVIDER. 10.TRANSFORMERS AND SWITCH GEARS: GC MUST PROVIDE ALL APPURTENANCES IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES MUST INCLUDE, BUT NOT BE LIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (IF REQUIRED), BOLLARD / VEHICULAR PROTECTION, AND OTHER ITEMS AS MAY BE REQUIRED BY THE UTILITY PROVIDER FOR INSTALLATION OF THE TRANSFORMER AND SWITCH GEAR (IF REQUIRED). GC MUST COORDINATE ALL ASPECTS OF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN WRITING. MASSACHUSETTS GRADING NOTES (Rev. 10/2025) 1.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY SIX (6) INCHES ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 1.5% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 3.WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (GH & GL) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF THE TOP AND THE BOTTOM OF THE WALL AND DO NOT REPRESENT THE OVERALL HEIGHT OF THE WALL TO ITS EXTENTS (I.E. ANY CAP UNITS OR COURSES BELOW GRADE INCLUDING FOOTINGS ARE EXCLUDED). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. 4.MSE OR GRAVITY BLOCK WALLS MUST BE CONSTRUCTED SUCH THAT UPON COMPLETION OF CONSTRUCTION THERE IS NO UNFINISHED SURFACE OR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAP STONES) 5.STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTO THE RIGHT-OF-WAY OR ADJACENT PROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNER SHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTO ADJACENT PROPERTIES MUST BE CONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES. 6.BEFORE COMMENCING GRADING WORK, CONTRACTOR MUST SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDED FOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD. 7.REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA GUIDELINES AND REQUIREMENTS. 8.FOR ALL RETAINING WALLS FOUR (4) FEET OR GREATER IN HEIGHT (HEIGHT AS DEFINED IN INTERNATIONAL BUILDING CODE AND STATE BUILDING CODE): A.THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE-SPECIFIC RETAINING WALL DESIGN PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATE WHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLE ELEVATION, EXISTING & PROPOSED SURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES, ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADS AND OTHER SITE AMENITIES THAT COULD HAVE AN INFLUENCE OR IMPACT ON THE RETAINING WALL(S) CONSTRUCTABILITY AND/OR LONGEVITY MUST BE CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS. B.PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FOR FACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION AND DESIGN PROPERTIES AS NOTED ABOVE MUST BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 9.CONTRACTOR MUST INSTALL CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENT WIDTH ALONG LENGTH OF PROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AAB REQUIREMENTS. 10.CONTRACTOR MUST REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES AND PROVIDE FALL PROTECTION (E.G. FENCING OR RAILING) IN ACCORDANCE WITH SAID CODE. 11.CONTRACTOR MUST COORDINATE WITH OWNER/OPERATOR TO REVIEW EXISTING DEPRESSIONS WITHIN EXISTING PAVEMENT AREAS TO REMAIN AND MUST CONFIRM THAT THE SCOPE OF WORK MUST PROVIDE POSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING. MASSACHUSETTS ACCESSIBILITY DESIGN GUIDELINES (Rev. 10/2025) 1.IN ADDITION TO THE ACCESSIBILITY DESIGN GUIDELINES ON SHEET C-102, THE CONTRACTOR MUST ALSO ENSURE THAT ALL ACCESSIBLE COMPONENTS AND ACCESSIBLE ROUTES ARE CONSTRUCTED IN STRICT ACCORDANCE WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) REGULATIONS 521 CMR. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES BETWEEN THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE, AAB, AND STATE BUILDING CODE AS IT RELATES TO ANY ACCESSIBLE IMPROVEMENTS BEING CONSTRUCTED PRIOR TO COMMENCING THE WORK. APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W 77777777 4 5 6 12 20 7 14 3 MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L LIMIT OF EX CONC CURB (TBR) LIMIT OF EX CONC CURB (TBR) EX CONC CURB (TBR) EX GRASS (TBR) EX GRASS (TBR) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) THREE (3) EX PARKING SPACES (TBR) SEVEN (7 EX PARKING SPACES TO BE REMOVED AND RELOCATED TO THE NORTH LIMIT OF EX CONC CURB (TBR) 7 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY 0 SCALE:1" = 20' 20 20510 EXISTING CONDITIONS/ DEMOLITION PLAN C-201 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 E X D M OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W 77777777 4 5 6 20 14 3 MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) 7 PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF 8 4 5' 50 . 4 ' PROP INSTALLATION AREA (REFER TO ARCH PLANS) 2,376± SF SALES AREA 4,356± SF 2 89' 16 4 . 8 ' 10 . 0 ' (T Y P ) 20.0' (TYP) APPROX LOCATION OF PROP SEVEN (7) RELOCATED PARKING SPACES TO REPLACE SPACES TO BE REMOVED PLUS ONE SPACE FOR SPACE LOST TO NEW ADA SPACE PROP CONC CURB (TYP) PROP 5' WIDE CONC SIDEWALK (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 ADA SIGN ON BOLLARD (TYP) PROP 15'x30' TIRE RACK CANOPY (TYP - REFER TO ARCH PLANS) PROP DUMPSTER AREA (TO BE SHARED WITH ADJACENT TENANT) PROP BOLLARD 6' O.C. (TYP OF 5) 3'R PROP GARAGE ENTRY (TYP OF 5) PROP BUILDING ENTRY (TYP) PROP BUILDING ENTRY (TYP) PROP ADA PARKING SPACE WITH AISLE (TYP) 8'8'9' PROP PAVEMENT STRIPING (TYP) APPROX LOCATION OF PROP COLUMN (TYP - REFER TO ARCH PLANS) PROP ADA RAMP (TYP) 10 ' R 10'R 1 0 ' R 5'R 3' R 3 10 . 0 ' (T Y P ) 20.0' (TYP) PROP LSA (TYP) PROP LSA (TYP) PROP LSA (TYP) 3'R 3'R S S FF 56.10 D C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 ZONING TABLE ZONE: B1 - BUSINESS DISTRICT & AQUIFER PROTECTION OVERLAY DISTRICT PROPOSED USE: TIRE SALES AND TIRE SERVICE / INSTALLATION (TOWN BYLAW USE H11: MISC RETAIL STORES & L5: OTHER AUTO SERVICES) MAP: 97 | LOT: 22 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN LOT AREA 203.5 25,000 SF 416,433 SF (9.57 AC.)NO CHANGE MIN LOT FRONTAGE 203.5 150 FT >150 FT NO CHANGE MIN YARD SETBACKS FRONT YARD 203.5, NOTE J 75 FT 148.1 FT NO CHANGE SIDE YARD 203.5 25 FT 221.4 FT 164.8 FT REAR YARD 203.5 20 FT 136.7 FT 89.0 FT MAX PERMITTED HEIGHT 203.4.2 35 FT 33.8 FT <35.0 FT MAX BUILDING COVERAGE 203.5 25%15.1%17.2% MIN PARKING SETBACKS FOR BUSINESS DISTRICTS PARKING BUFFER TO ROW 301.4.9 20 FT >20 FT NO CHANGE BUFFER TO PROPERTY LINES 301.4.9 10 FT >10 FT NO CHANGE KEY =VARIANCE REQUIRED 0 SCALE:1" = 20' 20 20510 PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE 301.4.2 10 FT X 20 FT (1)10 FT X 20 FT 10 FT X 20 FT MIN AISLE WIDTH 301.4.3 20-24 FT 20-30 FT NO CHANGE LOADING REQUIREMENTS 301.6 AS NEEDED N/A N/A MIN LOADING SIZE -N/A N/A N/A MIN NUMBER OF STALLS (2)301.5 190±323 318 MIN NUMBER OF ADA STALLS 1 12 13 (1) 1O FT X 18 FT ALLOW IF SPACE FOR A 2.5 FT BUMPER OVERHANG (2) PARKING COUNTS INCLUDE ADJACENT LOT 23-C1 REQUIRED 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 SPACES TIRE INSTALLATION AREA: 1 SPACE PER 2 OCCUPANTS. OCCUPANCY LOAD = 8, 8 OCCUPANTS / 2 = 4 SPACES KEY =VARIANCE REQUIRED 55 56 5 5 56 55 5 6 56 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) FM FM FM FM FM FM F M F M W W W W W W W W S S S S TC 56.00 BC 55.50 ±METC 55.92 BC 55.42 ±ME ME|G 55.11± ME|G 55.14± TC 55.70 BC 55.20 ±ME TC=BC 55.45 TC=BC 55.47 FF 56.10 G 56.07 G 56.10 G 56.10 G 56.10 G 56.10 G 56.10ME|G 55.92± TC 55.80 BC 55.30 ±ME TC 55.38 ±ME BC 54.88 ±ME TC 56.02 BC 55.52 G 56.10 TC 55.82 BC 55.32 ±ME TC 56.56 BC 56.06 TC 56.17 BC 55.67 TC 55.74 BC 55.24 ±ME TC 55.76 BC 55.26 ±ME TC 55.60 BC 55.10 ±ME TC 56.04 BC 55.54 TC 56.04 BC 55.54 TC 56.02 BC 55.52 TC 55.54 ±ME BC 55.04 ±ME TC 55.60 ±ME BC 55.10 ±ME TC 55.13 ±ME BC 54.63 ±ME TC 55.16 ±ME BC 54.66 ±ME TC 55.94 ±ME BC 55.44 ±ME GH 56.08GL 55.15 ±ME ME|G 54.89± ME|G 54.85± PROP UNDERGROUND INFILTRATION BASIN (UGB) 10 STORMTECH MC-3500 CHAMBERS TOP OF STONE: 54.30 TOP OF CHAMBER: 53.30 BOT OF CHAMBER: 49.55 BOT OF STONE: 48.80 D GL=GH 54.87 ME|G 55.31± A-10 PROP ICS RIM 55.81 INV IN 51.80 (8") A-20 INV OUT 49.70 (8") UGB A-20 PROP STM CO INV 52.18 (8") APPROX LOCATION OF PROP ROOF DOWNSPOUT CONNECTION (TYP - REFER TO ARCH PLANS FOR DETAIL). PRIOR TO CONSTRUCTION, GC SHALL COORDINATE DIRECTLY WITH THE ARCH/MEP AND NOTIFY THE EOR OF ANY CONFLICTS OR DISCREPANCIES PROP 19 LF OF 8" HDPE @ 2.5% PROP 11 LF OF 8" HDPE @ 2.5% G 56.10 G 55.62 G 55.64 C-401 GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R D R OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S85 ° 4 3 ' 5 2 " W 182 . 5 2 ' N 0 7 ° 3 6 ' 0 1 " W 2 0 0 . 0 0 ' S7 4 ° 2 3 ' 5 9 " W 29 0 . 7 7 ' S83 ° 2 2 ' 5 6 " E 238 . 1 0 ' UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) FF 56.10 D FM FM FM FM FM FM F M F M W W W W W W W W APPROX. LOCATION OF PROP FIRE AND DOMESTIC WATER SERVICE CONNECTION WITH GATE VALVE, AND WATER METER (TYP - REFER TO ARCH/MEP PLANS FOR DETAIL). PRIOR TO CONSTRUCTION, GC SHALL COORDINATE WITH THE ARCH/MEP AND NOTIFY THE EOR OF ANY CONFLICTS OR 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 NOTIFY THE EOR OF ANY CONFLICTS. GC SHALL COORDINATE DIRECTLY WITH THE TOWN OF YARMOUTH TO ENSURE CONNECTION IS MADE IN ACCORDANCE WITH THE TOWN OF YARMOUTH SPECIFICATIONS. PROP ANTI-SEEP COLLAR (TYP OF 2) PROP BEND WITH THRUST BLOCK (TYP) PROP 6" CLDI WATER SERVICE (TYP OF 2) S S APPROX. LOCATION OF PROP SANITARY SERVICE CONNECTION (TYP - REFER TO ARCH/MEP PLANS FOR DETAIL). PRIOR TO CONSTRUCTION, GC SHALL COORDINATE WITH THE ARCH/MEP AND NOTIFY THE EOR OF ANY CONFLICTS OR DISCREPANCIES. INV OUT 54.10 (6") B-10 B-10 PROP PUMP CHAMBER RIM 54.69 INV IN 53.40 (6") BUILDING INV OUT 53.40 (6") EX SEPTIC TANK PROP 27 LF OF 6" SDR-35 PVC @ 2.5% MIN PROP 123 LF OF 4" SDR-21 FORCE MAIN APPROX LOCATION OF PROP CONNECTION TO EX SANITARY SERVICE. PRIOR TO CONSTRUCTION, GC SHALL VERIFY SIZE, MATERIAL, AND ELEVATION OF EX WATER MAIN AND NOTIFY THE EOR OF ANY CONFLICTS. GC SHALL COORDINATE DIRECTLY WITH THE TOWN OF YARMOUTH TO ENSURE CONNECTION IS MADE IN ACCORDANCE WITH THE TOWN OF YARMOUTH SPECIFICATIONS. S S B-10 PROP TIGHT TANK RIM 54.69 INV IN 53.40 (6") BUILDING PROP 23 LF OF 6" SDR-35 PVC @ 2.5% MIN GC IS CAUTIONED THAT THE PROP FORCE MAIN IS IN CLOSE PROXIMITY AND OR CROSSES EX SANITARY AND GAS LINES. PRIOR TO CONSTRUCTION, GC SHALL CONFIRM LOCATION, ELEVATION, AND SIZE OF EX UTILITIES AND NOTIFY THE EOR OF ANY CONFLICTS OR DISCREPANCIES C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 55 56 5 5 56 55 5 6 56 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) APPROX LIMIT OF PROP SAWCUT (TYP) PROP EROSION CONTROL BARRIER TO CONSIST OF 12" COMPOST FILTER SOCK (TYP) OFFSET SHOWN FOR GRAPHICAL PURPOSES ONLY PROP INLET PROTECTION (TYP OF 2) PROP INLET PROTECTION (TYP OF 2) PROP INLET PROTECTION (TYP OF 2) FS FS APPROX LOCATION OF PROP CONCRETE WASHOUT AREA (TYP) LIMIT OF PROP EROSION CONTROL BARRIER (TYP) LIMIT OF PROP EROSION CONTROL BARRIER (TYP) ECB E C B ECB E C B APPROX LOCATION OF TEMPORARY STOCKPILE AREA SURROUNDED BY COMPOST FILTER SOCK. STOCK PILE AREA SHALL NOT BE LOCATED IN OR OVER PROP STORM WATER MANAGEMENT AREAS (TYP) LOCATION, NUMBER, AND SIZE MAY VARY DEPENDING UPON CONSTRUCTION ACTIVITIES ECB ECB ECB EC B EC B ECB ECB EC B EC B EC B EC B EC B EC B EC B EC B ECB EC B EC B ECB ECB ECB EC B EC B ECB ECB ECB EC B EC B ECB EC B EC B EC B E C B E C B E C B E C B E C B ECBECBECBECB EC B ECBECBECBECB EC B EC B ECB EC B ECB ECB ECB ECB EC B EC B EC B PROP EROSION CONTROL BARRIER TO CONSIST OF 12" COMPOST FILTER SOCK (TYP) OFFSET SHOWN FOR GRAPHICAL PURPOSES ONLY TOTAL DISTURBANCE AREA 20,878 SF FF 56.10 D FM FM FM FM FM FM F M F M W W W W W W W W S S S S C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O S OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-PROP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 0 SCALE:1" = 20' 20 20510 C-803 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 3 E R O D OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 PLAN VIEW PROFILE 0 TO 2% 2% TO 5% >5% LENGTH OF STONE REQUIRED COARSE GRAINED SOILS FINE GRAINED SOILS 50 FT 100 FT ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. 100 FT 200FT CHART 1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. 25'R 25'R SEE CHART 1 6" MI N SEE CHART 1 PUBLIC R.O.W.EXISTING GROUND 2-1/2" CLEAN STONE EXISTING GROUND PUBLIC RIGHT OF WAY PERCENT SLOPE OF ROADWAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE (NE-O020101 - 09/2023) NOTES: 1.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN INLETS. 2.ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF OFF-SITE. CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS. 3.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 6.STRAW BALE AND STAPLES MAY BE SUBSTITUTED WITH ALTERNATE SECURING MEASURES SUCH AS CONCRETE BLOCK. CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) SECTION A-A STAPLE DETAIL PLAN CONCRETE WASHOUT 10' (MIN) VA R I E S 3' 3' 4" 2" STAPLES 2 PER BALE) 10 MIL PLASTIC LINING BINDING WIRE STRAW BALE (SEE NOTE 6) NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) 1/8" DIA. STEEL WIRE WOOD POST 3" X 3" X 8' 0.5" LAG SCREWS BLACK LETTERS PLYWOOD 48" X 24" PAINTED WHITE STAKE (TYP) STRAW BALE (TYP) CONCRETE WASTE MANAGEMENT AREA NOT TO SCALE (NE-O020201 - 09/2023) A A PLAN ELEVATION AREA OF SITE CONSTRUCTION AREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TO FOLLOW TREE DROP LINE OR 6' FROM TRUNK, WHICHEVER IS GREATER 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKE 18" O.C. WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT TREE DRIP LINE/TREE PROTECTION ZONE 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18' O.C. AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION TREE PROTECTION DURING SITE CONSTRUCTION NOT 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 WITH ENDS 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 DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE PROMPTLY AS NEEDED. 5.DRAINAGE AREA NO MORE THAN 1 4 AC. PER 100 FEEL OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. 6.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 2 RE-BARS, STEEL PICKETS OR 2"x 2" STAKE 1 1/2' TO 2' IN GROUND, DRIVE STAKES FLUSH WITH BALES ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID BALE BOUND BALES PLACED ON CONTOUR FLOW STRAW BALE BARRIER NOT TO SCALE (NE-O030302 - 09/2023) BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 " M I N 12" MIN (12" MAX IN ROCKY SOIL.) 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 TRENCH BOTTOM. 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 AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OF FENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE (NE-O040101 - 09/2023) OR APPROVED EQUIVALENT 2" X 2" X 36" WOODEN STAKES PLACED 10' OC COMPOSITE FILTER SOCK (FS) (SEE PLAN FOR SIZE) BLOWN/PLACED FILTER MEDIA NOTES: 1.BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND. 2.FOR LONG RUNS SOCKS SHALL OVERLAP SUCH THAT THEY CREATE A CONTINUOUS, EFFECTIVE BARRIER 3.WHERE TWO FS SECTIONS MEET ON LEVEL GRADE, OVERLAP THE ADJOINING ENDS, TIGHTLY BUTT TOGETHER, AND STAKE THROUGH EACH END (SEE OVERLAP DETAIL ABOVE). WHERE TWO SECTIONS MEET ON UN-LEVEL GRADE, J-HOOK HIGHER ELEVATION END, STAKE, AND BEGIN NEW SECTION JUST BELOW. USE LOOSE MULCH TO FILL ANY VOIDS IN JOINT. 4.STRAIGHTEN AND POSITION SOCK ON GROUND ENSURING THERE IS GOOD GROUND 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 TO BE DISPERSED ON SITE AT COMPLETION OF CONSTRUCTION OR AS DIRECTED BY OWNER AFTER STABILIZATION IS ACHIEVED. SECTION AREA TO BE PROTECTED WORK AREA 12" MIN COMPOST FILTER SOCK (FS) NOT TO SCALE (NE-O040201 - 12/2025) ALTERNATIVE STAKING METHOD. STAKED ON DOWNSLOPE SIDE TILTED DOWNWARD WEDGING FS IN PLACE. STAKE AT 6-FT INTERVALS AS WELL AS AT ENDS AND OVERLAPS. 24" MIN OVERLAP (SEE NOTES) 2" X 2" X 36" WOODEN STAKES ALTERNATE STAKING OPTION PROVIDE J-HOOK AT END OF OVERLAP WHERE REQUIRED (SEE NOTES) UNIFORM GROUND CONTACT (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 TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED 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 (SHINGLE STYLE) 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 SLOPE BEING APPLIED. 7.IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. EROSION CONTROL BLANKET STEEP SLOPE PROTECTION NOT 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 IN THE 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 VIEW SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK LENGTH = L WID T H = W DE P T H = D SECURE LIFTING LOOPS TO OR UNDER SURFACE FINISHED GRADE 2" X 2" X 3/4" RUBBER BLOCK (TYP)" 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILET BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. OR APPROVED EQUIVALENT LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 UNITS 300 LBS 20% 120 LBS 800 PSI 120 LBS 80% 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 UNITS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 TEST METHOD TEST METHOD ASTM D-4632 ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 265 LBS 20% 135 LBS 420 PSI 45 LBS 90% 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 INLET PROTECTION WITH MANUFACTURED INSERT NOT TO SCALE (NE-O050101 - 09/2023) 35 ' M A X 1 3 (MAX) CONSTRUCT SILT FENCE AND MIN 6" COMPOST FILTER SOCK AROUND PERIMETER OF STOCKPILE TEMPORARY STOCK PILE WITH SILT FENCE AND FILTER SOCK NOT 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 AND EROSION CONTROL MANUAL. 2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS MUST BE PERMANENTLY STABILIZED ACCORDING TO THE CURRENT EDITION OF THE STORMWATER POLLUTION PREVENTION 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 THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM, POND OR WETLANDS, THE AREA MUST BE STABILIZED WITHIN SEVEN (7) DAYS OR PRIOR TO ANY STORM EVENT. 3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING MUST BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. 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 IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES MUST REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES MUST REMAIN IN PLACE AND 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 ON THE 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 TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED MUST BE COMPLETED 45 DAYS PRIOR TO THE FIRST 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 DISTURBED AREAS 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 CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES MUST REMAIN IN PLACE 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 COMBINATION THEREOF. 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 MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION STABILIZATION APPLICATION PROTECTED AREA STRAW 100 POUNDS / 1,000 SF WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS / 1,000 SF STRAW (ANCHORED)*100 POUNDS / 1,000 SF MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED AND IN ACCORDANCE VELOCITY AREAS OR WITH MANUFACTURER'S REQUIREMENTS STEEP SLOPES GREATER THAN 3:1 GREATER 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 BE USED TO ADDITIONAL WIND CONTROL. * MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. 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 SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS" AND PROVIDE A MINIMUM OF 1,800 CF PER ACRE OF TRIBUTARY AREA WITH A MAXIMUM TRIBUTARY AREA OF 5 ACRES, MAINTAIN A 2:1 LENGTH TO WIDTH RATIO, AND NOT EXCEED 5 FT IN HEIGHT. UPON SITE STABILIZATION, ACCUMULATED SEDIMENT MUST BE REMOVED AND THE TEMPORARY SEDIMENT TRAP EXCAVATED TO 1 FOOT BELOW THE TRAP. THE AREA MUST THEN BE SCARIFIED TO PREVENT COMPACTION AND PROMOTE INFILTRATION, AND GRADED AND 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 MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 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 THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS 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 THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY 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 THE MAXIMUM 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 THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 4.AN AREA MUST BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH 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 DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES MUST BE FINE GRADED AND EITHER PROTECTED 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 THEN MULCHED AS APPLICABLE. SLOPES MUST NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN FOURTEEN (14) DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION MUST BE CONTROLLED BY THE INSTALLATION 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 NETTING OR WOOD CELLULOSE FIBER. b.MULCH NETTING MUST BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED 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 THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 27.ALL DISTURBED AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AS APPLICABLE. 28.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW MUST BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE 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 AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS 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 THE DESIGNATED 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) AROUND ALL 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 TO REDUCE 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'S RECOMMENDATIONS. 8.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN SIX (6) INCHES OR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT 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 TO FINISHED GRADE AND VEGETATED WITHIN SEVEN (7) DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT 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 SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 12.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 13.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR INSTALLING DIFFERENT SPECIFIED METHODS OF STABILIZATION. 14.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 15.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/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-SITE AS 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 SITE OBSERVATION 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, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: ·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 INSTALLED AS 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-901 CONSTRUCTION DETAILS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 D E T L OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 PAVEMENT SECTION NOT TO SCALE (NE-S010101 - 04/2025) NOTES: 1.IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDER COURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OF TRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION. 2.SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT AND ASPHALT. 3.REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALL INSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION AND NEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIES BETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALL GOVERN. 4.IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALL CONFORM TO STATE DOT SPECIFICATIONS. BITUMINOUS CONC WEARING COURSE 1 SUB-BASE COURSE BITUMINOUS CONC BINDER COURSE 2 3 2 3 1 BITUMINOUS 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 OR 6' MIN (SEE NOTE 2) 6"6" 18 " CROSSWALK NOT TO SCALE (NE-S050401 - 07/2025) LONGITUDINAL BARS PARALLEL TO VEHICULAR TRAFFIC FLOW TRANSVERSE LINE 18 " NOTES: 1.ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF ACRYLIC WATER BASED PAINT OR SHALL MEET THE REQUIREMENTS PF AASHTO M348. PAINT SHALL BE APPLIED 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 MARKINGS WIDTH PER SITE PLAN OR 6' MIN (SEE NOTE 2) 6"6" TRANSVERSE LINE TRANSVERSE MARKINGS PRECAST CONCRETE CURB NOT TO SCALE (NE-S020201 - 12/2025) 6" 3 4" RADIUS 1" 6" 12 " 6"7"6" 6" ( M I N ) PROP FINISH GRADE. SURFACE TREATMENT VARIES. REFER TO SITE AND/OR LANDSCAPE PLAN. NOTES: 1.CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE RUBBED 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 AND FINISH. 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 CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1 2 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 CURB LENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN. 8.PROVIDE 1 2 INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHERE ABUTTING CONCRETE SIDEWALK. 9.STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIRED FOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT. SE E P A V E M E N T SE C T I O N FINISH GRADE SEE SIDEWALK DETAIL SEE NOTE #8 SEE NOTE #9 TACK COAT 1/4" RADIUS WHEN ABUTTING LANDSCAPE AREA CURB TRANSITION TO FULL REVEAL. REFER TO SITE PLAN FOR LENGTH FULL CURB REVEAL PER SITE AND GRADING PLAN SET FLUSH W/ PAVEMENT PROP PAVEMENT. REFER TO DETAIL AND SITE PLAN NOTES: 1.SEE TYPICAL CURB DETAIL AND SITE PLAN FOR CURB TYPE AND TRANSITION CURB LOCATIONS PRECAST CONCRETE TRANSITION CURB NOT TO SCALE (NE-S020206 - 09/2023) CONTROL JOINT x EXPANSION JOINT x x xx x x x MONOLITHIC CONCRETE CURB (MCC) x x x 1/2" 1/ 2 " 1" 10" D 8" D 8" D 8" 1/8" RADIUS (TYP) 1/8" RADIUS (TYP) 4,000 PSI AIR ENTRAINED CONC (BROOM FINISH) WWF (SEE TABLE) FINISHED GRADE WWF (SEE TABLE) COMPACTED GRAVEL BASE COMPACTED SUBBASE COMPACTED GRAVEL BASE COMPACTED SUBBASE 4,000 PSI AIR ENTRAINED CONC (BROOM FINISH) PREFORMED JOINT FILLER SEALER NOTES: 1.TO BE USED FOR BUILDING SURROUNDING AND OTHER CONCRETE WALKS. USE CHAIRS, OR SIMILAR, TO SUPPORT REINFORCING STEEL DURING POUR. VARIES SEE PLAN 2.SEE SITE PLAN FOR WIDTH AND GRADES 3.PROVIDE MINIMUM 1.0% CROSS-SLOPE 4.PROVIDE CONTROL JOINTS 5'-0" OC MIN 5.PROVIDE EXPANSION JOINTS 20'-0" OC MIN 6.6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL MAY DIFFER. 7.REFER TO ARCHITECTURAL PLANS FOR DETAILS AT EXTERIOR LANDINGS FOR DOORS INCLUDING FROST PROTECTION AND CONNECTION (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 AND RESILIENT NON-BITUMINOUS AND CONFORM TO AASHTO M153. WWF (SEE TABLE) D 8" TYPICAL SECTION COMPACTED GRAVEL BASE COMPACTED SUBBASE CONCRETE SIDEWALK NOT TO SCALE (NE-S030201 - 11/2025) xx x x 1/8" x x 6" 18 " 1.5"R D/ 2 (2 . 5 " M I N ) LOCATION SIDEWALK/WALKWAY DRIVEWAY THICKNESS (D) 4" 6" WWF 6"X6" W2.9/W2.9 6"X6" W4.0/W4.0 1 1 CONTROL JOINT SEE NOTE #7 SEE NOTE #7 SEE NOTE #7 6" SI D E W A L K DETECTABLE WARNING PANEL (IF REQUIRED) LEVEL LANDING. 1.5% SLOPE IN ALL DIRECTIONS (2.0% MAX) 6" CURB REVEAL 1. 5 % C R O S S S L O P E (2 . 0 % M A X ) ACCESSIBLE RAMP LONGITUDINAL SLOPE 7.5% (8.33% MAX) CROSS SLOPE 1.5% (2% MAX) ACCESSIBLE RAMP TYPE A NOT TO SCALE (NE-S030204 - 10/2024) SEE PLAN 24" 4' - 0 " M I N RA M P O P E N I N G HIGH SIDE TRANSITION = 15' MAX PROP CURB PROP TRANSITION CURB PROP LANDING TO MEET PAVEMENT FLUSH. SLOPE 1.5% (2% MAX) IN ALL DIRECTIONS FLUSH CURB 4' (MIN) - SEE SITE PLAN FOR SIDEWALK WIDTH . 1.5% CROSS SLOPE (2.0% MAX) LONGITUDINAL SLOPE 4.5% (5.0% MAX) ACCESSIBLE RAMP LONGITUDINAL SLOPE 7.5% (8.33% MAX) CROSS SLOPE 1.5% (2% MAX) OPTIONAL PROP CURB (TYP) REFER TO PLANS FOR LOCATIONS PROPOSED DETECTABLE WARNING SURFACE (DWS) 6" BEHIND FACE OF CURB/WALK CONSISTING OF 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) ACCESSIBLE RAMP TYPE B NOT 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 TO DEPICT THE VARIOUS REQUIREMENTS ASSOCIATED WITH THE CURB RAMPS AND RELATED ELEMENTS. REFER TO THE PLANS HEREIN FOR SPECIFIC CONFIGURATIONS. 24" MIN NOTES: 1.ADA RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA STANDARDS. 2.CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK IS WITHIN PUBLIC ROW AND WHERE SHOWN ON PLANS. 3.DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BOTTOM DIAMETER OF NOMINAL 0.9 INCH, A TOP DIAMETER OF 0.4 INCH, A HEIGHT OF NOMINAL 0.2 INCH, A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH, AND SHALL CONTRAST VISUALLY 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 MAX CURB AND RAMP TO BE FLUSH WITH PAVEMENT CURB DETECTABLE WARNING STRIP WHERE REQUIRED BY ADA STANDARD (SEE PLAN) ACCESSIBLE RAMP LONGITUDINAL SLOPE 7.5% (8.33% MAX) CROSS SLOPE 1.5% (2% MAX) PROP 4'x4' CONC LANDING. SLOPE 1.5% (2% MAX) IN ALL DIRECTIONS WIDTH PER SITE PLAN CROSS SLOPE SLOPE 1.5% (2% MAX) ACCESSIBLE RAMP TYPE C NOT TO SCALE (NE-S030206 - 10/2024) PROP BUILDING PROP CONC. SIDEWALK CROSS SLOPE 1.5% (2.0% MAX) LONGITUDINAL SLOPE 4.5% (5.0% MAX)PROP CONCRETE LANDING TO MEET PAVEMENT FLUSH. SLOPE 1.5% (2% MAX) IN ALL DIRECTIONS DETECTABLE WARNING PANEL (IF REQUIRED) ACCESSIBLE RAMP LONGITUDINAL SLOPE 7.5% (8.33% MAX) CROSS SLOPE 1.5% (2% MAX) ACCESSIBLE RAMP LONGITUDINAL SLOPE 7.5% (8.33% MAX) CROSS SLOPE 1.5% (2% MAX) PROP CONC. SIDEWALK CROSS SLOPE 1.5% (2.0% MAX) LONGITUDINAL SLOPE 4.5% (5.0% MAX) ACCESSIBLE RAMP TYPE D NOT TO SCALE (NE-S030207 - 09/2023) PROPOSED BUILDING PAVEMENT SEE SITE PLAN 4'-0" W SECTION PLAN NOTES: 1.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 2.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS. PROPOSED BUILDING 1/2" DEPTH TYPICAL CONTRACTION JOINTS PROP CONC. CURB FLUSH WITH WALKWAY 4" AIR ENTRAINED CONC. 4,000 P.S.I. @ 28 DAYS APPROVED COMPACTED SUBGRADE SIDEWALK ALONG BUILDING NOT TO SCALE (NE-S030209 - 09/2023) SIDEWALK CONSTRUCTION JOINTS NOT TO SCALE (BE-S030401 - 08/2023) 0.5" 0. 5 " SIKA FLEX 2-C SL SEALANT OR APPROVED EQUIVALENT PROVIDE 0.5" PREFORMED EXPANSION JOINT FILLER EXPANSION JOINT 1/8" 1/ 8 " 1/8" RADIUS (TYP) CONTROL JOINT 6" GRAVEL BORROW (TYPE B) 3" OF CLASS I BITUMINOUS CONCRETE BASE COURSE 3" OF CLASS I BITUMINOUS CONCRETE PAVEMENT IN (2) 1-1/2" COURSES SAWCUT AT EDGE OF ROAD 1" LIP HOT SEAL AT JOINT PROPOSED DRIVEWAY PAVEMENT (SEE PAVEMENT SECTION FOR DETAILS) 6" VARIES VARIES SEE SITE PLAN NOTES. 1.TACK COAT RECOMMENDED IF TIMING BETWEEN BINDER AND TOP COURSE INSTALLATION IS GREATER THAN 48 HOURS. 2.SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING OF TACK COAT AND ASPHALT. 3.REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND OTHER REQUIREMENTS, OTHERWISE PAVEMENT BASE AND SUBBASE COURSE SHALL CONFORM TO ALL STATE HIGHWAY DIVISION SPECIFICATIONS. EXISTING FULL DEPTH ROADWAY PAVEMENT PER STATE SPECIFICATIONS DRIVEWAY CONSTRUCTION NOT TO SCALE (NE-S040101 - 10/2024) SECTION A-A 3'-0 " 3'-0 " * 3' *APRON3' LANDING 1" LIP TWO 1-1/2" BIT. COURSES 6' SLOPED GRANITE EDGING TRANSITION (TYP) (TRANSITION FROM 5" REVEAL TO 1" LIP) DRIVEWAY OPENING (VARIES) W + 4' (2' EACH SIDE) SIDEWALK GRADE TO CONTINUE ACROSS DRIVEWAY OPENING 1" LIP ROADWAY SURFACE DRIVEWAY D R A I N I N G T O STREET UNL E S S W A I V E D B Y CITY ENGINE E R ) 6'-0" *BITUMINOUS SIDEWALK (TYP) EDGE OF PAVEME N T 1.50 % *OR AS DIRECTED PROPOSED DRIVEWA Y W I D T H DRIVEWAY OPENING NOT TO SCALE (NE-S040102 - 09/2023) A A ACCESSIBLE PARKING STALL NOT TO SCALE (NE-S050101 - 11/2025) (OR AS REQUIRED BY CODE) NOTES: 1.ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF ACRYLIC WATER BASED PAINT OR SHALL MEET THE REQUIREMENTS OF AASHTO M348. PAINT SHALL BE APPLIED AT A MINIMUM OF 0.015" (15 MIL) FILM THICKNESS. 5' - 4 " 8' - 0"5' - 0" / 8' - 0" VAN 10' - 0" 18 ' - 0 " 6" TRANSITION CURB 6' - 4 1 2" "ACCESSIBLE PARKING ONLY" SIGN. REFER TO DETAIL. SIGN SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL REQUIREMENTS (IN ACCORDANCE WITH ADA GUIDE LINES) 4" WIDE AZURE BLUE STRIPING (TYP) PAINTED (4" AZURE BLUE) ACCESSIBLE SYMBOL (54"W X 60"H)SEE SITE PLAN FOR STRIPING ACCESSIBLE LANDING AREA (REFER TO DETAIL) ACCESSIBLE RAMP (REFER TO DETAIL) ACCESSIBLE RAMP (REFER TO DETAIL) FLUSH CURB LCL LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING 28 " M I N 24" MIN 3" MIN NOTES: 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 SHALL BE CENTERED IN THE STALL. ACCESSIBLE PARKING SYMBOL NOT 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 " M I N 8' MIN 6" TYP DOUBLE 4" WIDE SOLID YELLOW LINE (SEE SITE PLAN) NOTES: 1.ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF ACRYLIC WATER BASED PAINT OR SHALL MEET THE REQUIREMENTS OF AASHTO M348. . PAINT SHALL BE APPLIED AT A MINIMUM OF 0.015" (15 MIL) FILM THICKNESS. 10 ' M I N ( S E E P L A N ) 4. 0 ' EDGE OF ROADWAY, SIDEWALK, OR CROSSWALK SOLID WHITE PAINT (SEE NOTE BELOW) LOCATION OF STOP SIGN SHALL BE IN LINE WITH STOP BAR STOP BAR NOT TO SCALE (NE-S050301 - 11/2025) 12 " 12 " NOTES: 1.ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE WHITE PAINT PER SPECS. 2'-0" TYP 3' - 9 " 1' - 9 " T Y P 4" TYP 1'-0" TYP TRAFFIC FLOW ARROW NOT TO SCALE (NE-S050302 - 10/2024) 12 " 1'-0" 1' - 6 " 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS GREEN LETTERS WHITE BACKGROUND AZURE BLUE WHITE BACKGROUND BLACK LETTERS 8' M A X F R O M F I N I S H G R A D E RESERVED PARKING VAN ACCESSIBLE ACCESSIBLE PARKING SIGNS NOT TO SCALE (NE-S060101 - 10/2024) 5' MIN FROM FINISH GRADE REFER TO PLAN FOR LOCATION SIGN IN BOLLARD NOT TO SCALE (NE-S060201 - 12/2024) PROP SIGN (REFER TO SITE PLAN FOR TYPE AND SEE NOTE #1) TOP OF SLAB OR ASPHALT 7' - 0 " ( M I N ) T O BO T T O M O F SI G N WATERTIGHT CAP. PAINT PIPE BASE YELLOW NOTES: 1.ACCESSIBLE AND VAN PARKING SIGNS SHALL CONFORM WITH CURRENT FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. REFER TO ACCESSIBLE SIGN DETAILS FOR ADDITIONAL INFORMATION 3 LBS/LF GALVANIZED STEEL "U"-CHANNEL POST BOLLARD EMBEDDED IN CONCRETE BASE (SEE BOLLARD DETAIL FOR MORE INFORMATION) STOP 84 " AB O V E GR O U N D R1-1 SIGN RED BKGND WHITE LETTERS 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS 30" 30 " STOP SIGN NOT TO SCALE (NE-S060202 - 09/2023) WHITE BAR WHITE LETTERS R5-1 SIGN 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS 30" 30 " 7' - 0 " A B O V E G R O U N D RED CIRCLE WHITE BACKGROUND DO NOT ENTER SIGN NOT TO SCALE (NE-S060203 - 09/2023) DO NOT ENTER 1' 3' NOTES: 1.BOLLARDS ARE NOT CRASH TEST RATED AND SHOULD NOT BE INSTALLED IN AREAS WHERE ENHANCED 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 IN ACCORDANCE WITH INTERNATIONAL FIRE CODE (IFC) SECTION 312, LATEST ISSUANCE. 5.BOLLARDS USED FOR PROTECTION OF PRIVATE UTILITY INFRASTRUCTURE SHALL BE IN ACCORDANCE WITH PRIVATE UTILITY'S STANDARDS AND SPECIFICATIONS. FINAL QUANTITY AND LOCATION MAY VARY AND IS AT THE DIRECTION OF THE PRIVATE UTILITY'S REPRESENTATIVE. 1'-6" 2" THICK POLYISOCYANURATE INSULATION (OR EQUIVALENT) BETWEEN TOP OF FOOTING AND BOTTOM OF SLAB/ASPHALT TOP OF SLAB OR ASPHALT. GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BOLLARD BITUMINOUS EXPANSION JOINT AND SEALANT 4,000 PSI, 3/8", AIR ENTRAINED CEMENT CONCRETE SCH. 40 STEEL PIPE FILLED WITH 4,000 PSI 3/8" CEMENT CONCRETE. BOLLARD FINISH SHALL BE CONCRETE TO BE RAISED FOR PROPER WATER RUN OFF BOLLARD NOT TO SCALE (NE-S070101 - 11/2025) 5' 1 2" COMPACTED SUBGRADE C-902 CONSTRUCTION DETAILS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 D E T L OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 CONCRETE CRADLE 6" PVC SCH. 40 RISER DRESSER COUPLING (1) 6" PVC SCH. 40 45° BEND 6" PVC (SDR 35) WYE JOSAM SERIES 58480 CAST IRON CLEANOUT WITH PLUG ( SET FLUSH W/ GRADE) 6" DIAMETERFINISHED GRADE CLEANOUT (IN-LINE) NOT TO SCALE (NE-U010302 - 11/2024) REFER TO PLAN FOR MATERIAL AND SIZE PIPE DIA MIN TRENCH WIDTH 23" 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 WITH ASTM D2321 , "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION. 2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3.FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4.BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE 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 III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6.MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. MI N C O V E R T O F L E X I B L E P A V E M E N T , H FINAL BACKFILL 6" SPRINGLINE INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION4" F O R 1 2 " - 2 4 " P I P E 6 " F O R 3 0 " - 6 0 " P I P E MIN TRENCH WIDTH (SEE TABLE) PROP WATER OR SOIL TIGHT HDPE PIPE DIA PER PLAN HDPE STORM PIPE TRENCH NOT TO SCALE (NE-U019812 - 11/2024) RECOMMENDED MINIMUM TRENCH 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 LOCATIONS 3.CONCRETE SHALL BE CLASS A 4,000 PSI AIR ENTRAINED AND SHALL BE CONSTRUCTED PLUMB. 4.CLAY LAYER SHALL BE 95% OF THE STANDARD PROCTOR DRY DENSITY TO A MINIMUM OF 5% OF THE OPTIMUM COMPACTION MOISTURE CONTENT. CLAY SHALL HAVE 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 VIEW 2.0' MIN 12" MIN 2.0' MIN FLOW REFER TO SITE PLANS FOR PIPE MATERIAL AND SIZE COLLAR SHALL BE CONSTRUCTED OF COMPACTED CLAY (BENTONITE), CONCRETE OR APPROVED EQUIVALENT WATER TIGHT CONNECTION ANTI-SEEP COLLAR NOT TO SCALE (NE-U059901 - 2/2026) A A TR E N C H W I D T H SE E T Y P T R E N C H D E T A I L 6" MIN KEY IN SEE TYPICAL TRENCH DETAIL 6" MIN KEY IN 18 " M I N PIPE JOINT (TYP) SECTION A-A COLLAR SHALL BE CONSTRUCTED OF COMPACTED CLAY (BENTONITE), CONCRETE OR APPROVED EQUIVALENT REFER TO SITE PLANS FOR PIPE MATERIAL AND SIZE PI P E D I A TRACER WIRE 18" MIN AND AT LEAST 6" ABOVE ESTIMATED SEASONAL HIGH GROUNDWATER CONTRACTOR MUST ENSURE WATERTIGHT SEAL AROUND FULL PIPE DIAMETER FULL DEPTH OF TRENCH BELOW PIPE PER TRENCH TYP TRENCH DETAIL + KEY INTO TRENCH WALL (18" MIN) SEE TYPICAL TRENCH DETAIL 6" MIN KEY IN FULL WIDTH OF TRENCH PER TYP TRENCH DETAIL + KEY INTO TRENCH WALL 6" MIN KEY IN SLOPE SLOPE 2' SQ X 6" THICK CLASS B CONCRETE PAD VALVE BOX TO SUIT VALVE AND DEPTH OF BURY TAMP BACKFILL VALVE BODY WATER PIPE VALVE BOX TO BE ENTIRELY SUPPORTED BY CONCRETE BLOCKS OR BRICKS TO SUIT. VALVE BOX MUST NOT BEAR ON VALVE OR PIPE. ADJUST TOP SECTION TO FINISH GRADE GATE VALVE NOT TO SCALE (NE-U030201 - 09/2023) EXISTING WATER MAIN TAPPING SLEEVE GATE VALVE & BOX (SEE DETAIL) TAPPING VALVE & BOX CONCRETE THRUST BLOCK UNDISTURBED MATERIAL NOTES: 1.DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY COMPANY. TAPPING SLEEVE AND GATE VALVE NOT TO SCALE (NE-U030401 - 11/2024) 6' - 0 " M I N ( P E R W A T E R DE P A R T M E N T ) NOTES: 1.DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY PROVIDER. ADJUSTABLE VALVE BOX FINISH GRADE CURB STOP PROVIDE 2 CU. FT. OF SCREENED GRAVEL 2" TYPE "K" COPPER CORP. STOP EXISTING WATER MAIN TYPE K COPPER WATER SERVICE CONNECTION NOT TO SCALE (NE-U030402 - 09/2023) TRENCH WALL TRENCH WALL CROSS WITH PLUG CROSS CONCRETE TEE WITH PLUG CONCRETE CO N C R E T E TRENCH WALL TEE CONCRETE (ALL BENDS SIMILAR) 90° BEND C O N C R E T E NOTES: 1.DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2.WRAP ALL FITTINGS WITH VISQUEEN. 3.BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4.BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. 5.ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 6.REACTION BACKING TABLE IS BASED ON 100 PSI AND SOIL BEARING PRESSURE OF 2,000 LBS/SF ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS. 7.ALL CONCRETE SHALL BE 2500 PSI 8.18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. REQUIRED SF OF UNDISTURBED EARTH WALL FOR REACTION BACKING TYPE OF FITTINGS PIPE SIZE BENDSTEE & PLUG 90°45° HORIZONTAL THRUST BLOCKING (BLOCKING HEIGHT GREATER THAN PIPE OD) (BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT) 6" 8" 10" 12" 1.5 2.5 4.0 6.0 2.0 1.0 1.0 1.0 3.5 1.8 1.0 1.0 5.5 2.8 1.5 1.0 8.0 4.0 2.0 1.5 3" 4" 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 22 1 2°11 1 4° UNDISTURBED EARTH WALL (TYP) UNDISTURBED EARTH WALL (TYP) HORIZONTAL THRUST BLOCKING NOT 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 CONCRETE 2.WRAP ALL FITTINGS WITH VISQUEEN. 3.BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4.BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. 5.ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 6.REACTION BACKING TABLE IS BASED ON 100 PSI AND SOIL BEARING PRESSURE OF 2,000 LBS/SF ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS. 7.ALL CONCRETE SHALL BE 2500 PSI 8.18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. UPWARD THRUST BLOCKING CONCPIPE SIZE (REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE CONC QTY REINF 90° BEND CY SIZE QTY REINF 45° BEND CY SIZE QTY 22 BEND2°/ CONC CY 1 REINF SIZE QTY 11 BEND/4° CONC CY 1 REINF SIZE 6"1.5 3 5 1.5 3 5 1.25 2 5 1.25 2 5 521.5521.55325328" 10"2.5 3 5 2.5 3 5 2 3 5 2 3 5 532.5532.553353312"#5 BARS SEE CHART BELOW FOR CONCRETE VOLUME AND CONTINUOUS REINFORCING BARS AROUND PIPE FITTING 8" MIN 12" MAX CONCRETE MAXIMUM WIDTH WITHOUT INTERFERING WITH BOLTING OPERATIONS VERTICAL THRUST BLOCKING NOT TO SCALE (NE-U030502 - 11/2024) C-903 CONSTRUCTION DETAILS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 3 D E T L OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-CNDS PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS LICENSE No. 41530 NEW HAMPSHIRE LICENSE No. 15476 CONNECTICUT LICENSE No. 26177 RHODE ISLAND LICENSE No. 9616 MAINE LICENSE No. 12553 J.A. KUCICH PROFESSIONAL ENGINEER COMMON W E A L T H OF MASS A C H U S ETTS R EGIST E R E DP R O F ESSIONA L E N G I N E ER JOHN A. KUCI CH CI VI L N o . 4 1 5 3 0 LO W LO W LOWLOWLOW LO W LO W LOWLOWLOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOW LO W LO W LO W LOWLOWLOW LO W LO W LOW LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW L O W L O W LOW LOW LOW LOW LOW LOW L O W L O W MAP 97 LOT 22 N/F LANDS OF YARMOUTH 2001 ASSOCIATES DOC. #825822 LOT 2 JOHN T. MAHONEY, III LOT 8 CO M M O N W E A L T H O F M A S S . (F / K / A P E N N C E N T R A L R A I L R O A D ) UNREGISTERED PORTION OF MAP 97, PARCEL 22 DOC. # 435905 N/F LANDS OF GREAT STATION, LP BK. 36808, PG. 320 W E SN A D 8 3 N A D 8 3 CA P E C O D R A I L T R A I L APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) APPROX LIMIT OF WORK SHOWN FOR GRAPHICAL PURPOSES ONLY (TYP) 55 56 5 5 56 55 5 6 56 D FM FM FM FM FM FM F M F M W W W W W W W W S S S S EX TREE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION (TYP) (1) AROG (1) AROG (15) AU (13) CR5 (4) IGC (11) HF (4) HF (5) CR5 (9) CR5 (12) AU (7) HF PROP RETAIL BUILDING ADDITION (REFER TO ARCH PLANS) 6,732± SF TOWN OF YARMOUTH, MASSACHUSETTS LANDSCAPE REQUIREMENTS SECTION REQUIREMENT PROPOSED CALCULATION ARTICLE IV SPECIAL REGULATIONS 301.4 DESIGN CRITERIA 301.4.4 EXISTING TREES OF AT LEAST 4" CALIPER WITHIN THESE PRESCRIBED BUFFERS SHALL BE RETAINED (JUDICIOUS PRUNING WOULD BE ALLOWED), UNLESS REMOVAL IS APPROVED BY THE SITE PLAN REVIEW TEAM DUE TO THE CONDITION OF THE TREE OR FOR SOUND LANDSCAPE DESIGN REASONS. IF SUCH TREES DO NOT EXIST, 3" (THREE INCH) CALIPER TREES (WITH EXPECTED MATURE HEIGHT OF AT LEAST 20') SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. PLANTED TREES WHICH DIE SHALL BE REPLACED. EXISTING VEGETATION TO REMAIN WHERE FEASIBLE 301.4.9 EXISTING TREES OF AT LEAST 4" CALIPER WITHIN THESE PRESCRIBED BUFFERS SHALL BE RETAINED (JUDICIOUS PRUNING WOULD BE ALLOWED), UNLESS REMOVAL IS APPROVED BY THE SITE PLAN REVIEW TEAM DUE TO THE CONDITION OF THE TREE OR FOR SOUND LANDSCAPE DESIGN REASONS. THESE BUFFERS SHALL CONTAIN NO PAVING EXCEPT FOR ENTRANCE AND EXIT DRIVEWAYS, COMMON DRIVEWAYS OR ACCESS RIGHTS OF WAY, AND SHALL BE PLANTED WITH VEGETATION OR MAINTAINED WITH 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" CALIPER TREES APPROXIMATELY EVERY 35' AND SHALL ALSO INCLUDE A MIXTURE OF SHRUBS AND FLOWERING PLANTS AS APPROVED BY THE SITE PLAN REVIEW TEAM. EXISTING VEGETATION TO REMAIN WHERE FEASIBLE PROVIDED 301.9 LANDSCAPING: ALL LANDSCAPING SHALL CONSIST OF PLANT SPECIES NATIVE TO THE SOUTH COAST OF MASSACHUSETTS, CAPE COD AND THE ISLANDS. PROVIDED ARTICLE IV SPECIAL REGULATIONS 414.7.8 PARKING LOT DESIGN STANDARDS. 3. LANDSCAPING REQUIREMENTS. LANDSCAPING OF PARKING AREAS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS IN SECTION 414.8.9.PROVIDED 414.8.9 LANDSCAPING. ALL AREAS OF A SITE THAT ARE NOT USED FOR STRUCTURES, PARKING, CIRCULATION, OR OTHER HARDSCAPE AMENITIES SHALL BE LANDSCAPED. 1. PLANT SELECTION. A. NO TREE, SHRUB OR PLANT SHALL BE PROPOSED THAT HAS BEEN IDENTIFIED AS AN INVASIVE SPECIES BY THE MASSACHUSETTS PLANT ADVISORY GROUP IN THE LATEST VERSION OF THE EVALUATION OF NON-NATIVE PLANT SPECIES FOR INVASIVENESS IN MASSACHUSETTS (WITH ANNOTATED LIST), HAS BEEN IDENTIFIED AS INVASIVE OR BANNED ON THE MASSACHUSETTS PROHIBITED PLANT LIST AS PERIODICALLY UPDATED BY THE MASSACHUSETTS DEPARTMENT OF AGRICULTURAL RESOURCES, OR IN ANY OTHER REPUTABLE SCIENTIFIC PUBLICATION THAT MAY BE ACCEPTABLE TO THE BOARD. PROVIDED B. LANDSCAPING SHALL BE DESIGNED TO REMAIN FUNCTIONAL AND ATTRACTIVE DURING ALL SEASONS THROUGH A THOUGHTFUL SELECTION OF DECIDUOUS, EVERGREEN, BERRYING AND FLOWERING PLANT VARIETIES. PROVIDED C. PLANT VARIETIES SHALL BE SELECTED FOR RESISTANCE TO DROUGHT, MOISTURE, SALT, URBAN CONDITIONS, OR INSECTS AND OTHER PESTS DEPENDING ON THE LOCATION OF LANDSCAPING AND THE SPECIFIC STRESSORS ANTICIPATED FOR DIFFERENT AREAS OF THE SITE. PLANTS SHALL BE SELECTED SO THAT LANDSCAPING CAN BE MAINTAINED WITH MINIMAL CARE AND THE NEED FOR WATERING, PESTICIDES OR FERTILIZERS CAN BE MINIMIZED OR ELIMINATED. PROVIDED D. THE USE OF TURF SHALL BE MINIMIZED AND SHALL NOT BE PLANTED IN STRIPS LESS THAN SIX (6) FEET WIDE. LAWN SEED MIXES SHALL BE DROUGHT RESISTANT. NO TURF PROPOSED 4. 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 BORDERS SURROUNDING THE PARKING LOT. PROVIDED: 1,580 SF LSA REQUIRED: 1,414 SF PARKING AREA X 10% = 141.4 SF LSA C. TREES SHALL BE SELECTED AND PLACED IN LANDSCAPED AREAS SO THAT ALL PARKING AREAS CAN REASONABLY BE EXPECTED TO RECEIVE 30% CANOPY COVERAGE. THE EXPECTED CANOPY RADIUS OF EACH SELECTED TREE SHALL BE NOTED IN THE REQUIRED SITE PLAN MATERIALS. PROVIDED: 1,540 SF MATURE CANOPY COVERAGE REQUIRED: 1,414 SF PARKING AREA X 30% = 424.2 SF CANOPY COVERAGE CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CANOPY TREES AROG 2 ACER RUBRUM `OCTOBER GLORY`OCTOBER GLORY RED MAPLE 2.5"-3" CAL.B&B SHRUBS HF 22 HYPERICUM FRONDOSUM 'SUNBURST'SUNBURST ST. JOHN'S WORT 18-24"CONTAINER IGC 4 ILEX GLABRA `COMPACTA`COMPACT INKBERRY 24-30"CONTAINER GROUNDCOVER AU 27 ARCTOSTAPHYLOS UVA-URSI BEARBERRY 15-18" SPRD CONTAINER PERENNIALS CR5 27 COREOPSIS ROSEA ROSE COREOPSIS 1 GAL.CONTAINER PLANT SCHEDULE 0 SCALE:1" = 20' 20 20510 L-101 LANDSCAPE PLAN THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY GENERAL LANDSCAPE NOTES: 1.THESE LANDSCAPE PLANS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE SPECIFICATIONS, AND ASSOCIATED DETAILS FOUND ON THE LANDSCAPE DETAILS SHEET. THE GENERAL NOTES, FOUND ON THE NOTES PAGE OF THIS PLAN SET, ARE CONSIDERED 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 OF CURB TO ALLOW FOR BUMPER OVERHANG. 4.PLANT MATERIAL SUBSTITUTIONS MUST BE FORMALLY SUBMITTED TO BOHLER AND THE MUNICIPALITY'S ENGINEERING AND LANDSCAPE CONSULTANTS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5.WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE INSTALLED WITHIN ANY STORMWATER FACILITY, INCLUDING RAINGARDENS, INFILTRATION TRENCHES, VEGETATIVE SWALES AND STORMWATER BASINS. 6.IF IRRIGATION IS REQUIRED BY THE OWNER OR APPROVING MUNICIPALITY, THE CONTRACTOR SHALL PROVIDE AN IRRIGATION SYSTEM MEETING THE SPECIFICATIONS OF THE CHOSEN PRODUCT'S MANUFACTURER. THE IRRIGATION DESIGN SHALL ACCOMMODATE LAWN AND BED AREAS EACH UNDER SEPARATE ZONES TO MAXIMIZE WATER EFFICIENCY. THE CONTRACTOR SHALL 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 TURNED OVER 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. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L S C P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : L - 1 0 1 L S C P OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-LSCP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS No. 1217 RHODE ISLAND No. 419 NEW YORK No. 002359 NEW HAMPSHIRE No. 109 CONNECTICUT No. 1359 MAINE No. 4248 VERMONT No. 01337 OHIO No. 250433 M.J. MRVA REGISTERED LANDSCAPE ARCHITECT ST A T E O F C ONNEC TI C U T MA T T H E W J. M R V A NO. 1 3 5 9 L I C E N S E D LANDSC A P E A R C HITECT L-102 LANDSCAPE NOTES AND DETAILS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/29/2026 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ M A \ 2 0 2 6 \ M A A 2 6 0 0 0 7 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L S C P - M A A 2 6 0 0 0 7 . 0 0 - 0 A - - - - - > L A Y O U T : L - 1 0 2 L S C P OR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: MAA260007.00-0A OCR MMA 04/29/2026 P-CIVL-LSCP PROPOSED SITE PLAN DOCUMENTS CLIENT PROPOSED DEVELOPMENT 474 & 484 STATION AVENUE YARMOUTH, MA BARNSTABLE COUNTY MAP: 97 | LOT: 22 PERMIT SET 50 WASHINGTON ST., SUITE 2000 WESTBOROUGH, MA 01581 Phone:(508) 480-9900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R M a y 0 5 , 2 0 2 6 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. MASSACHUSETTS No. 1217 RHODE ISLAND No. 419 NEW YORK No. 002359 NEW HAMPSHIRE No. 109 CONNECTICUT No. 1359 MAINE No. 4248 VERMONT No. 01337 OHIO No. 250433 M.J. MRVA REGISTERED LANDSCAPE ARCHITECT ST A T E O F C ONNEC TI C U T MA T T H E W J. M R V A NO. 1 3 5 9 L I C E N S E D LANDSC A P E A R C HITECT MASSACHUSETTS LANDSCAPE SPECIFICATION 1.SCOPE OF WORK: ·THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY 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 STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. ·TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. ·LAWN: -ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM 6" THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS 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 ON SLOPES 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 BARK MULCH, 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 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE 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 A CERTIFIED SOIL LABORATORY. CONTRACTOR TO ADHERE TO STATE REGULATIONS REGARDING APPLICATION OF FERTILIZERS. ·PLANT MATERIAL: -ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (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 PLANT MATERIAL. -PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT 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 HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME 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: WELL DEVELOPED 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 AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. -SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. -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. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. ·WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT 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 BY THE 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 ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT 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 TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5.TREE PROTECTION ·CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. 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 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. ·WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. ·AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING 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. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. ·LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE 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 PERFORMED BY A CERTIFIED SOIL LABORATORY. ·TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. -TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. -MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7.FINISHED GRADING ·UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL 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. THE SUBGRADE 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 CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. ·ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE 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 OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. ·ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED 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 BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS 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 AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE 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 IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. ·PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED 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 BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. ·POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE 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 THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: -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 APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. ·FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES ·PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED 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 WATER THOROUGHLY. ·ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET 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 A MINIMUM 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 TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. ·NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. ·ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. 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 WATERING SPECIFICATIONS 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, ADEQUATELY WATERED 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 GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11.WATERING ·NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS 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 NEWLY PLANTED 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 THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12.GUARANTEE ·THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF 1 YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER 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 DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. ·TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. ·LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13.CLEANUP ·UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. ·THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 14.MAINTENANCE (ALTERNATIVE BID): ·A 90 DAY MAINTENANCE PERIOD SHALL COMMENCE AT THE END OF ALL LANDSCAPE INSTALLATION OPERATIONS. THE 90 DAY MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWLY INSTALLED LANDSCAPING HAS BEEN MAINTAINED AS SPECIFIED ON THE APPROVED LANDSCAPE PLAN. ONCE THE INITIAL 90 DAY MAINTENANCE PERIOD HAS EXPIRED, THE OWNER/OPERATOR MAY REQUEST THAT BIDDERS SUBMIT AN ALTERNATE MAINTENANCE BID FOR A MONTHLY MAINTENANCE CONTRACT. THE ALTERNATE MAINTENANCE CONTRACT WILL ENCOMPASS ANY WORK THAT IS CONSIDERED APPROPRIATE TO ENSURE THAT PLANT AND LAWN AREAS ARE HEALTHY AND MANICURED TO THE APPROVAL OF THE OWNER/OPERATOR. TREE PLANTING NOT TO SCALE (NE-L040101 - 07/2025) REINFORCED RUBBER HOSE (1/2" DIA BLACK) 12 GAUGE GALVANIZED WIRE GUYS TWISTED FOLD BURLAP AWAY FROM TOP OF ROOT BALL 2" DIA HARDWOOD STAKES 2/3 TREE HEIGHT 3 PER TREE TWICE THE WIDTH OF ROOTBALL FOR PREPARED SOIL FOR TREES PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL (RECOMMENDATION ONLY. SEE SOIL MODIFICATION CHART) UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS 4" BUILT-UP EARTH SAUCER 3" DOUBLE SHREDDED HARDWOOD BARK MULCH (UNLESS OTHERWISE SPECIFIED) (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) LANDSCAPE FABRIC AS SPECIFIED ALL PLANTING CONTAINERS, BASKETS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE NOTES: 1.NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2.REMOVE ALL NON-BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROOT BALL.FOLD BURLAP BACK 1/3 FROM ROOT BALL. 3.PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. 4.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH. AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 5.THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID MATTING OF SOIL LAYERS AS NEW SOIL IS ADDED. IT IS PREFERABLE TO TILL THE FIRST LIFT (2 TO 3 IN) OF PLANTING SOIL INTO THE SUBSOIL. SHRUB PLANTING NOT TO SCALE (NE-L040103 - 07/2025) 8" - 12" 24" MINIMUM FOR CONTAINER-GROWN SHRUBS, PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IN THE CONTAINER. REMOVE THE CONTAINER, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" DOUBLE-SHREDDED HARDWOOD BARK MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT) LANDSCAPE FABRIC AS SPECIFIED FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE UNDISTURBED SUBGRADE WHEN APPROPRIATE, PLANT MULTIPLE SHRUBS IN CONTINUOUS PLANTING HOLE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. BEFORE PLANTING, ADD 3" TO 4" OF WELL-COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL (SEE SOIL MODIFICATION CHART) PLANT SHALL BE PLANTED SO THAT THE POINT AT WHICH THE ROOT FLARE BEGINS IS SET LEVEL WITH GRADE. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF ROOT BALL AS SHOWN CONTAINERB&B BIOBARRIER ROOT BARRIER NOT TO SCALE (NE-L049901 - 07/2025) PREPARED SOIL FOR TREES (SEE PLANTING DETAIL) UNDISTURBED SUBGRADE SEE DECIDUOUS OR EVERGREEN TREE DETAIL FOR PLANTING PURPOSES TREEBIOBARRIER ROOT BARRIER FABRIC OR APPROVED EQUAL BIOBARRIER ROOT BARRIER FABRIC TO BE INSTALLED TO THE DEPTH OF THE BOTTOM OF STONE BASE COURSE OR 10", WHICHEVER IS GREATER 10' MAX CONCRETE SIDEWALK NOTES: 1.ANY TREE INSTALLED WITHIN 10 FT OF NEW CONCRETE SIDEWALKS SHOULD BE INSTALLED WITH BIOBARRIER ROOT BARRIER FABRIC AS SHOWN. 2.TREES SHALL BE INSTALLED ACCORDING TO THE APPROPRIATE PLANTING DETAIL. GROUNDCOVER PLANTING NOT TO SCALE (NE-L040104 - 07/2025) INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 1" DOUBLE SHREDDED HARDWOOD BARK MULCH EDGING (AS SPECIFIED) FINISHED GRADE TOPSOIL BLACK ALUMINUM EDGING NOT TO SCALE (NE-L030301 - 07/2025) FINISH GRADE 18" STAKE INTO UNDISTURBED GROUND EVERY 30" O.C. LAP JOINTS AS PER MANUFACTURERS RECOMMENDATION. 3/16" x 4" BLACK ALUMINUM EDGING LAWN OR GRAVEL AREA UNDISTURBED SUBGRADE PREPARED TOPSOIL MULCH AS SPECIFIED ARBORTIE STAKING NOT TO SCALE (NE-L049902 - 07/2025) AR B O R T I E ARB O R T I E A R B O R T I E A B A R B O R T I E AR B O R T I E STEP 1: TIE A SIMPLE KNOT 18-24" FROM EITHER END OF THE ARBORTIE. (DEPENDING ON THE DIAMETER OF THE TREE) THIS END WRAPPED AROUND TREE AFTER KNOT IS TIGHTENED TYPICAL GUYING INSTALLATION THIS END TO STAKETHIS END TO STAKE STEP 4: SLIDE KNOT JUST COMPLETED UP TO THE KNOT TIED IN STEP 1. FASTEN FREE END TO STAKE OR ANCHOR. THIS END TO STAKE STEP 3: FOLLOW MOTION OF ARBORTIE AS SHOWN, FINISHING THE KNOT BY PULLING TIGHTLY ON POINTS A AND B AT THE SAME TIME. STEP 2: WRAP THIS END AROUND TREE. BEGIN A NEW KNOT BELOW THE KNOT THAT WAS TIED IN STEP 1. THIS END TO STAKE THIS END TO STAKE STEP 5: THE ARBORKNOT PROVIDES SECURE, GIRDLE FREE ATTACHMENT OF THE ARBORTIE TO TREE. 1 3 TREE TRUNK MIN. OF THREE (3) STAKES TO EACH TREE NOTES: 1.SPECIFIED ARBORTIE GREEN (OR WHITE) STAKING AND GUYING MATERIAL IS TO BE FLAT WOVEN POLYPROPYLENE MATERIAL. 3/4" WIDE, 900 LB. BREAK STRENGTH. ARBORTIE SHALL BE FASTENED TO STAKES IN A MANNER WHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE.