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HomeMy WebLinkAbout261 Whites Path General Notes and Legend PlanL-50.00- ���� PROPERTY UNE �- PROJECT UMIT UNE ---- ---�- RIGHT-OF-WAY/PROPERTY UNE EASEMENT - --- - BUILDING SETBACK STATE HIGHWAY BASELINE 000a-0 BASEUNE - - -- CONSTRUCTION LAYOUT ■ ��■� ZONING UNE -- TOWN UNE ---- STATE UNE a; 3 PATH bar y vI �Ir� TREE UNE -x-x-x- CHAIN LINK FENCE rxxx a xa o00000o STONE WALL --- v -.r RETAINING WALL HAY BALES - .._--- - 4 MINOR CONTOUR - - -Lo- 2D- MAJOR CONTOUR - ........... - TOS-- TOP of SLOPE ---r: - OS- BOTTOM of SLOPE L/ zzzG - - - - - - - GRAVEL ROAD _ EOP_ _ EOP EDGE OF PAVEMENT 7n ' " - g - BYL BROKEN YELLOW UNE BITUMINOUS CURB 0M, -- 0CB CAPE COD BERM r Dr. Dn DOUBLE YELLOW UNE PRECAST CONC. CURB S• STOP UNE VOC VERT. GRAN. CURB j SGC SLOPED GRAN. CURB -a-c - - -o-o-n STOCKADE FENCE T LIMIT OF CURB TYPE VAN ----- SAWCUT 1W 30MATCHLINE BEE 101Wr MATCHLINE a; 3 PATH bar y vI �Ir� TREE UNE -x-x-x- CHAIN LINK FENCE rxxx a xa o00000o STONE WALL --- v -.r RETAINING WALL HAY BALES - .._--- - 4 MINOR CONTOUR - - -Lo- 2D- MAJOR CONTOUR - ........... - TOS-- TOP of SLOPE ---r: - OS- BOTTOM of SLOPE L/ zzzG SWL SOUD WHITE UNE CONC. PAVEMENT SYLSOLID YELLOW UNE X ' BROKEN WHITE UNE ji ENT - g - BYL BROKEN YELLOW UNE BUILDING ENTRANCE - = - SWCHL SOLID WHITE CHANNEUZING UNE ]-4 LD SYCHL Y I' SOLD YELLOW CHANNEUZING UNE O C Dr. Dn DOUBLE YELLOW UNE OVERHEAD DOOR S• STOP UNE G .......... . ' STEEL GUARD RAIL j - WOOD GUARD RAIL DUMPSTER PAD -a-c - - -o-o-n STOCKADE FENCE a; 3 PATH bar y vI �Ir� TREE UNE -x-x-x- CHAIN LINK FENCE rxxx a xa o00000o STONE WALL --- v -.r RETAINING WALL HAY BALES - .._--- - 4 MINOR CONTOUR - - -Lo- 2D- MAJOR CONTOUR - ........... - TOS-- TOP of SLOPE ---r: - OS- BOTTOM of SLOPE L/ zzzG LL_ CONC. PAVEMENT X X BUILDING ji ENT kj ENT BUILDING ENTRANCE - s - ]-4 LD LOADING DOCK O C OHD OVERHEAD DOOR ^rp G BOLLARD j ❑D DUMPSTER PAD v T SIGN VAN = DOUBLE SIGN Pt1 PM PARKING METER Detail on 10 PARKING COUNT Sheet cH0 COMPACT PARKING STALLS gg } II!6iiil �IIII��III� CROSSWALK ............. .., Ti...... -CAN- CROSSWALK AL WETLANDS ---- 50' WETLAND BUFFER ---- 100' WETLAND BUFFER ---- 200' WETLAND BUFFER - - - LIMIT OF WETLANDS - rz -- -f�52 - WETLAND FLAG --- ----- 100 YEAR FLOOD PLAIN M111GATlON AREA UNE ...-,...... .._... -... EDGE OF WATER 0 O CONC. PAVEMENT X X STANDARD DUTY FLEXIBLE PAVEMENT 'S- o HEAVY DUTY FLEXIBLE PAVEMENT - s - ® HANDICAP RAMP Xy - CHIN HANDICAP PARKING ^rp oFACP FIRE ALARM CONTROL PANEL n VI VAN -ACCESSIBLE HANDICAP PARKING G .......... ID TRANSFORMER PAD VAN VAN TELEPHONE RISER -_=r ...... ® CART CORRAL Detail on no. DETAIL OR SECTION REFERENCE Sheet no. JJJJ"��� FIRE ALARM r - -F&P- FIRE & POUCE CABLE AL WETLANDS ---- 50' WETLAND BUFFER ---- 100' WETLAND BUFFER ---- 200' WETLAND BUFFER - - - LIMIT OF WETLANDS - rz -- -f�52 - WETLAND FLAG --- ----- 100 YEAR FLOOD PLAIN M111GATlON AREA UNE ...-,...... .._... -... EDGE OF WATER 0 O TELEPHONE MANHOLE X X TELEPHONE MARKER 'S- o SIGNAL - s - TRAFFIC SEWER UNE Be]❑S - CHIN SIGNAL BOX ^rp oFACP FIRE ALARM CONTROL PANEL n VI FIRE ALARM BOX G .......... ID TRANSFORMER PAD i.1 ® TELEPHONE RISER -_=r ...... -E - MAIL BOX E708F PROP --- DRAINAGE UNE M 0D OVERFLOW DRAIN st -RD - ROOF DRAIN - s - -S - SEWER UNE aHmr- - CHIN OVERHEAD ELECTRIC, TEUPHONE & FIRE ALARM - -...- - w - WATER UNE 21: 3 -FP- FIRE PROTECTION UNE G .......... - G - GAS UNE L' - E OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS UNES -_=r ...... -E - WATER METER - T - -T - UNDERGROUND DATA & COMMUNICATION UNES ---FA----- -FA- FIRE ALARM r - -F&P- FIRE & POUCE CABLE ............. .., Ti...... -CAN- CABLE TV .. C-4 ® CB CATCH BASIN (SQUARE OR ROUND CATCH BASIN) } ®DOB DOUBLE CATCH BASIN © -� DRAIN INLET 0 O GAS GATE 7D O DMH DRAIN MANHOLE -Ti = -7D- TRENCH DRAIN POC AND HAY BALE CHECK DAM PLUG/STUB f'E5 FES 110- FLARED END SECTION REMOD FLARED END SECTION (FES) HEADWALL �® ® CONTROL STRUCTURE M ® SMH SEWER MANHOLE F © GREASE TRAP 1 ® WATER MANHOLE M 0 WATER GATE st ER TAPPING SLEEVE, VALVE, " >a & BOX RISER 5_ < PRESSURE REDUCER .E x SIAMESE CONNECTION 21: 3 N UGHT POLE (SINGLE) did,--- OYD FIRE HYDRANT ... o DOUBLE LUMINAIRE ■ Z WATER METER P!V PIY QUAD LUMINAIRE " J13_ POST INDICATOR VALVE r - ® WELL + MANHOLE MONITORING WELL .. C-4 j IRRIGATION CONTROL VALVE } X SPRINKLER HEAD © HAND HOLE I 0 O GAS GATE I ® GAS METER 01 m EMH ELECTRIC MANHOLE 01 ® ELECTRIC BOX (F'5% ER ELECTRIC METER rx >a LIGHT POLE 5_ < FLOOD UGHT .E x LANDSCAPE LIGHT 21: 3 w UGHT POLE (SINGLE) did,--- H SINGLE LUMINAIRE ... taa DOUBLE LUMINAIRE ■ Z TP.IPLE LUMINAIRE FDN FOUNDATION QUAD LUMINAIRE 0 J13_ WALL PACK r - SIGNAL ARM GE 0 MANHOLE _ .................s .. C-4 UTIUTY POLE/GUY WIRE t> -t f -O• UTILITY POLE/GUY POLE s © HAND HOLE I ® PULL BOX MONOLITHIC CONCRETE CURB I SILT FENCE/HAYBALE NIC NOT IN CONTRACT DIVERSION BERM/SWALE NOT TO SCALE POC AND HAY BALE CHECK DAM PROP PI POINT OF INTERSECTION PAVED WATER WAY REMOD FLARED END SECTION (FES) REM �® WTH STONE PROTECTION REMOVE AND RESET 6"PD PERIMETER DRAIN RET RETAIN PAVED WATERWAY (PWW) SLOPED GRANITE EDGING SOC WITH STONE PROTECTION TIEG ® JUTE MAT IN SWALE TOP OF CURB i 0 F TREES TOS TOP OF SLOPE SHRUB TOP OF WALL EXXTr Pf10P LP LP Low POINT HP HP HIGH POINT GF GB GRADE BREAK "2 5 &C 27.5 BOC TOP & BOTTOM ELEVATION 5_ BOTTOM OF SLOPE BOW Ir/t x SPOT ELEVATION w/LEADER 21: 3 21+25 SPOT ELEVATION did,--- ECB BORING LOCATION ETEV ELEVATION TEST PIT LOCATION ■ ■ BENCH MARK FDN FOUNDATION TIE IN TO EXISTING GRADE ABBREVIATKM SAL ABAN ABANDON AN ADJUST APPROX APPROXIMATE BB BITUMINOUS BERM BC BITUMINOUS CURB BOC BOTTOM OF CURB BOS BOTTOM OF SLOPE BOW BOTTOM OF WALL CC CONCRETE CURB CCB CAPE COD BERM CSE COBBLESTONE EDGING ECB EROSION CONTROL BLANKET ETEV ELEVATION EXIST EXISTING EQ. EQUAL FDN FOUNDATION FF FINISHED FLOOR ELEVATION GI GRADE BREAK GC GRANITE CURB GE GRANITE EDGING HC HANDICAP HP HIGH POINT LA LANDSCAPE AREA LP LOW POINT MAX MAXIMUM MIN MINIMUM MCC MONOLITHIC CONCRETE CURB MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG NIC NOT IN CONTRACT NTS NOT TO SCALE POC PRECAST CONCRETE CURB PROP PROPOSED PWW PAVED WATER WAY REMOD REMODEL REM REMOVE R&R REMOVE AND RESET R&S REMOVE AND STACK RET RETAIN SGE SLOPED GRANITE EDGING SOC SLOPED GRANITE CURB TIEG TIE INTO EXISTING GRADE TOC TOP OF CURB TOF TOP OF FOUNDATION TOS TOP OF SLOPE TOW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD BY CONTRACTOR VGC VMTICAL GRANITE CURB SEa� ACCMP ASPHALT COATED CORRUGATED METAL PIPE CAP CORRUGATED ALUMINUM PIPE aP CAST IRON PIPE CIT CHANGE M TYPE CMP CORRUGATED METAL PIPE COND CONDUIT OPP HIGH DENSITY POLYETHYLENE CORRUGATED FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC PLASTIC PIPE - SMOOTH INTERIOR CS CURB STOP FOR WATER LINE DIP DUCTILE IRON PIPE DS DOWN SPOUT E ELECTRIC F&C FRAME AND COVER F&G FRAME AND GRATE G GAS HYD HYDRANT ID INTERCEPTOR DRAIN INV INVERT ELEVATION PD PERFORATED DRAIN PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN S SEWER SO STORM DRAIN T TELEPHONE TSV&B TAPPING SLEEVE, VALVE k & BOX RISER UP UTILITY POLE VCP VITRIFIED CLAY PIPE W WATER NLL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB -CONTRACTORS.) 25, FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE U C: REVIEWED IN THE FIELD AND APPROVED THE OWNERS REPRESENTATIVE PRIOR TO 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR LU STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL _ H JQ1 AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH O 0) SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. Y of t13 ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND FIRE aIZNCO AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE APPLICABLE FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED STRUCTURES DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION OF THIS WORK ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE SHALL BE INCLUDED IN THE CONTRACTORS PRICING. PROJECT FOR SECURING ALL APPROVALS AND PERMITS. 27. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, 28. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS REFERENCE. STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLER OR MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED EQUAL ON INFORMATION CONTAINED WITHIN THESE PLANS. 29. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 30. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES AT NO ADDITIONAL COST THE OWNER. THE CONTRACTOR SHALL PROVIDE SURVEY FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, TION IS RESET TO ITS ORIGINAL LOCATION. BY A PLS TO ENSURE THAT THE MON L AT ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC INCLUDING UTILITY POLES), TELEPHONE, CABLE, ( ) LIMITED MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND AND PRIVATE, AS REQUIRED. STONE WALLS WITH DRILL HOLES. 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE EXCAVATION SAFETY ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT AS -BUILT DRAWINGS STATEMENT - 1 -888 -DIG -SAFE) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS, STAMPED BY A MA LICENSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR PROFESSIONAL ENGINEER (PE) CERTIFYING THAT: "TO THE BEST OF THEIR KNOWLEDGE, INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE REQUIREMENTS, AS APPLICABLE. PLANS.* 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF INSPECTIONS= 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT 8. BAXTER NYE ENGINEERING &SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST INCURRED ASA RESULT OF UTILITIES OMITTED INACCURATELY SHOWN. 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS "REMOVE 2. ATA MINIMUM, THE FOLLOWING INSPECTIONS WILL REQUIRED: OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS AND RESET" EROSION CONTROLS AT LIMIT OF WORK PRIOR TO A INSTALLATION T (R&R). COMM COMMENCING CONSTRUCTION.AND 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND C. AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS D. DURING INSTALLATION OF THE FOREBAY SECTION FOR THE SWM FACILITIES. REQUIRED. E. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION CONTROL DEVICES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED F. GRAVEL BORROW SUBBASE: UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OTHERWISE WITNESSED BY A TESTING AGENCY.) INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE G. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION COMPLETE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: OF THE AFFECTED WORK. - COMPOSITION SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC. - ALL COMPACTION TESTING RESULTS FOR BACKFILL. 12. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ENGINEERING & SURVEYING OF ANY - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, ETC. AS TO DEPTH OF DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINATING WITH THE TESTING AGENCY AS REQUIRED. 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND H. ALL INSPECTIONS REQUIRED PER TOWN OF YARMOUTH "CERTIFIED SITE INSPECTION COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. REPORT BY OWNERS ENGINEER" SHALL BE PERFORMED AND SIGNED OFF ON FOR EACH PART OF THE WORK SHOWN ON INSPECTION REPORT. CONTRACTOR SHOULD 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION NOTIFY AND COORDINATE WITH ENGINEER ON SCHEDULE OF INSPECTIONS. MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER DELETERIOUS DEBRIS. 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED. PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 www.boxter-nye.com S �7T OF MATTHEW W. EDDY CIVIL No. 43183 CONSULTANT CONSULTANT STAMP PREPARED FOR: Keller Company, Inc. 1436 lyannough Road Hyannis, MA 02601 C O Q U C: LU 0- 0 _ H JQ1 TnE tf L CU O 0) 1 >- E Y of t13 to O aIZNCO SHEET TITLE General Notes Legend Plan SHEET NO I D AT E: MAY 19, 2016 20 0 20 SCALE IN FEET SCALE: 1"-20' DRAWN/DESIGN BY: JKL CHECKE[ JOB NO: 2016-021 CADD FILE: 2016