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HomeMy WebLinkAboutPlan-Sheet No. C1.0-General NotesL O STRUCTION NOTES �. r ni AB�nAMoNs GENERAL C N * OR" SHALL MEAN THE GENE L CONTRACTOR OR HIS SUB -CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED SAL (ALL REFERENCES TO CONTRACT SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES < 2%. ; : ' . �: ' LEGEND " 'PROPOSED INFORMATION i HWAY DIVISION THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN F POST PROP(BLACK TEXT REPRESENTS -PROPOSED INFORMATION) EXIST PROP(BLACK TEXT REPRESENTS PROPO ) ABAN ABANDON, 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, H G L=50.00 S (MASSDOT-SSHB), AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGE L"-�•- PROPERTY LINE o OR D� DRAINAGE LINE ADJ ADJUST AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT &COMMONWEALTH OF MASSACHUSETTS, 13AXTER NYE E PROPER APPROX APPROXIMATE SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. .ARCHITECTURAL ACCESS BOARD. -OD- OD OVERFLOW DRAIN s"Ro -RD ENGINEERING & - - ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND. GRADING SHALL BE - - - - ----�- RIGHT-OF-WAY/PROPERTY LINE ROOF DRAIN BB BITUMINOUS BERM BC BITUMINOUS CURB AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED. IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO - S - S SEWER LINE BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR SURVEYING EASEMENT BOC w - - w - WATER LINE INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL -- BUILDING SETBACK BOS BOTTOM OF SLOPE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH FP- FP- FIRE PROTECTION LINE OW BOA OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH 'CONTRACTOR, AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. STATE HIGHWAY BASELINE B Registered Professional Engineers �o+oo to+oo - - - - CONCRETE CURB ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TOi THEIR APPLICABILITY TO THE 27. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND 9 9 + - o BASELINE c G GAS LINE cc PROJECT FOR SECURING ALL APPROVALS AND PERMITS. and Land Surveyors ot+w- oHw- HEAD ELECTRIC, TELEPHONE, CABLE &FlRE ALARM CCB CAPE COD BERM FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE Y ------ CONSTRUCTION LAYOUT OVER APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR 1597 FALMOUTH RD. -UNIT 1 ,e,■■.�� ■�■.� E OR E UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES COBBLESTONE IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR CONTRACTOR. TRENCHING, REPAIR SHALL CONCRETE WORK, MANHOLE AND RELATED - ONE EDGING ZONING LINE STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL.. -E/DC -- -E/DC - ECB EROSION CONTROL BLANKET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION CENTERVILLE, MA 02632 TOWN LINE UGE- UGE- UNDERGROUND ELECTRIC/COMMUNICAITON LINES Q ELEVATION , ' OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. -- STATE LINE EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, _T -- -T - DATA &COMMUNICATION LINES ELEV ELEVATION APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF Phone: (508) 771-7502 EDGE OF GRAVEL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL FA- FA- FlRE ALARM EOG ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL Fax: (508) 771-7622 REFERENCE. www.baxter-nye.com - - - - - - - ------ GRAVEL ROAD EOP-F&P---- -Fay FIRE & POLICE CABLE Ea EDP � �� FINISHED I GRADE WITHIN OF MANHOLES, OF THE SITE WORKTER GATES AND OTHER UTILITIES TO - EOP - -- EDGE OF PAVEMENT EDP EDGE OF PAVEMENT F , BC CATV- -CATV- CABLE N 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, ---- BITUMINOUS CURB 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES SCD CB EXIST EXISTING TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION cce CCB ® CATCH BASIN (SQUARE OR ROUND CATCH BASIN) HE CONTRACTOR MAY PREPARE BASED NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A CAPE COD BERM RCE EQ. EQUAL MATERIALS, INCLUDING CUT &FILL ESTIMATES WHICH T MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS Outermost Land Survey, Inc FDN FOUNDATION STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL Pcc P___ ®Dc6 ppUg� CATCH BASIN ON INFORMATION CONTAINED WITHIN THESE PLANS. PRECAST CONIC. CURB (1 vcc - - -,� RAIN INLET FF FINISHED FLOOR ELEVATION 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT Donald T. Poole --Vc -- VERT. GRAN. CURB D DI LOCATION, .ELEVATION AND SIZE OF .THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR -SHALL BE RESPONSIBLE FOR Registered Land Surveyor SCCSLOPED GRAN. CURB ® DMH DRAIN MANHOLE GB GRADE BREAK DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 9 Y =TD= =TD= TRENCH DRAIN GC GRANITE CURB RESOLUTION OF THE CONFLICT. SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR �---- EQUAL. 46 Main Street, Brewster, MA 02631 LIMIT OF CURB TYPE PLUG/STUB GE GRANITE EDGING 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY ---- SAWCUT HC HANDICAP 30. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED Phone: (508) 255-0477 IIAAhCH.t�� FEsP FES► FLARED END SECTION COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, �T t - MATCHUNE HMA HOT MIX ASPHALT RELOCATION, ALTERATION AND ADJUSTMENT OF GAS ELECTRIC (INCLUDING UTILITY POLES), AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED am HEADWALL HP HIGH POINT TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATNE. UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION t LA LANDSCAPE AREA STAMP STAMP swL HALL PRO VIDE A SURVEY I s�- SOLID WHITE LINE ® ® CONTROL STRUCTURE OR S � LS .LANDSCAPE AREA 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR sn SOLID YELLOW LINE CONDUITS, WELLS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. s0 Os SMH SEWER MANHOLE LP LOW POINT LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, BWL awl DETERMINE THE PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND P�iN OF "'Ass - - REPRESENTATIVE. THE CONTRACTOR SHALL DETE q I BROKEN WHITE LINE OWNER, THE ENGINEER, OR THEIR REPRESEN � o S WITH DRILL HO LES. s NE WALL IT MAXIMUM EXISTING UTIL ITIES, CONDUITS,STO MAXI EIS GREASE TRAP MAX D VERTICALLY OF ALLa � © HORIZONTALLY AN -- aY� - Ba BROKEN YELLOW LINE © EXACT LOCATION, BOTH HORIZO , swCHL sWCHL ® ® WATER MANHOLE MIN MINIMUM LINES, WELLS, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF � MATEDDYLW R' r SOLID WHITE CHANNEUZING LINE ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 32. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE SYCHL SYCHL p o p WATER SHUT OFF/CURB STOP MCC MONOLITHIC CONCRETE CURB o clviL i SOLID YELLOW CHANNEUZING LINE DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET U No.43183 WG MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. o DYL DYL pd ® WATER GATE DOUBLE YELLOW LINE PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. .THE�'FcrsTER� 15V 15V NIC NOT IN CONTRACT " " SL SL TAPPING SLEEVE, VALVE, CONTRACTOR MUST CALL DIG SAFE (AT 1-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE EXCAVATION SAFETY SfoNa> ENC'� 1 STOP LINE -" & BOX RISER NTS NOT TO SCALE THE START OF CONSTRUCTION. � REDUCER Pcc PRECAST CONCRETE CURB 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. I PRESSURE ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT CONSULTANT ' ' T STEEL GUARD RAIL PROP PROPOSED INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN y `+' SIAMESE CONNECTION FROM .THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. YD PWW PAVED WATER WAY REQUIREMENTS, AS APPLICABLE. WOOD GUARD RAIL NN I so O FIRE HYDRANT DRAWIN GS S STATEM ENT: o-a--Q--o-n-o- STOCKADE FENCE fl o WATER METER REMOD REMODEL 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING Pry THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF ....... ............ PATH PIV REM REMOVE - POST INDICATOR VALVE 1963, MASSACHUSEITS) PRIOR TO COMMENCING ANY WORK. THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS, .STAMPED BY A MA LICENSED r� TREE LINE R&R REMOVE AND RESET PROFESSIONAL ENGINEER (PE) CERTIFY NG THAT: "TO THE BEST OF THEIR KNOWLEDGE, ® ® WELL RdrS REMOVEI AND STACK JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE 1 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES INO RESPONSIBILITY FOR DAMAGES PLANS." x-x-x--x-x-x- CHAIN LINK FENCE -�- MONITORING WELL RET RETAIN INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. o STONE WALL { IRRIGATION CONTROL VALVE SGE SLOPED GRANITE EDGING INSPECTIONS/TESTING: 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS CONSULTANT ---..- -Y-�� RETAINING WALL SPRINKLER HEAD SGC SLOPED GRANITE CURB OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS. THE CONTRACTOR HAY BALES ...nS TIEG TIE INTO EXISTING GRADE C(R&R). SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) i IJSINESS DAYS AHEAD OF REQUIRED INSPECTIONS. O O GAS AT OF CONTRACT CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION uM THE FOLLOWING INSPECTIONS/TESTING STING WILL BE REQUIRED. IF ISSUES ARISE DURING CONSTRUCTION THE 10. UPON AWARD 2. AT A MINIM � 99 GAS METER TOC TOP OF CURB NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND CONTRACTOR SHALL NOTIFY THE ENGINEER AS ADGiT10NAL INSPECTIONS BEYOND WHAT IS NOTED MAY BE NEEDED. {: --- ® ®�H REQUIRED. WITH THE ENGINEER AS 2 ----- - 4 MINOR CONTOUR TOF TOP OF FOUNDATION POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE W A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING CONSTRUCTION. - - -10- ---20- MAJOR CONTOUR ELECTRIC MANHOLE TOS TOP OF SLOPE ® ER ELECTRIC BOX B. DRAINAGE AND STORMWATER MANAGEMENT: -cs TOs TOP of SLOPE TOW TOP OF WALL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED �,t Q IT::+; METER BOTTOM OF EXCAVATION FOR .EACH STORMWATEFR MANAGEMENT (SWM) FACILITY. ELEC --Dos - -COS- BOTTOM of SLOPE ® IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING • DURING INSTALLATION OF STRUCTURES/CHAMBERS TO SEE A CROSS SECTION VIEW OF INSTALLATION TYP TYPICAL # # LIGHT DOLE (DECORATIVE) LION UNLESS OTHERWISE NOTED INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE AT COMPLETION of INSTALLATION of EACH swM FACILITY PRIOR To BACKFlLL. PREPARED FOR I DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDATELY • AT FINAL SHAPING OF STONE WEIRS, OUTFALLS AND EARTH BERMS 1 �i II FLOOD LIGHT mF VERIFY IN FIELD BY CONTRACTOR UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION DURING INSTALLATION OF THE SEDIMENT FOREBAY SECTION FOR THE BASIN. Y�1'11LLG OF THE AFFECTED WORK. " BUILDING LANDSCAPE LIGHT C. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS OTHERWISE WITNESSED BY A Coastal Medical VGC VERTICAL GRANITE CURB TESTING AGENCY.) �+ ENT ]1EN BUILDING DOOR H SINGLE LUMINAIRE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR Transportation Services La LD LOADING DOCK . �. DOUBLE LUMINAIRE I ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE D. BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPED CURBING. E+� ACCMP ASPHALT COATED CORRUGATED METAL PIPE FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE E. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND ON -SITE TESTING RESULTS 372 Yarmouth Road OHD ]4oHD OVERHEAD DOOR .._ �r TRIPLE LUMINAIRE CAP CORRUGATED ALUMINUM PIPE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR COMPLETE REQUIREMENTS INCLUDING BUT NOT LIMITED T0: ■ FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR ,SHALL NOTIFY BAXTER NYE _ Hyannis, MA 02601 ° ° BOLLARD QUAD LUMINAIRE ALL COMPACTION TESTING RESULTS FOR BACKFlLL -� GIP CAST IRON PIPE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN I SITE PLAN DIMENSIONS AND - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, ETC. AS TO DEPTH OF MATERIAL FM 10 DUMPSIER PAD WALL PACK ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK PLACEMENT AND COMPACTION TESTING RESULTS. in -�- -r qT CHANGE IN TYPE WHICH MAY BE EFFECTED SO THAT PROPER, ADJUSTMENTS TO THE SITE LAYOUT CAN BE - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. SIGN MADE IF NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINATING WITH THE TESTING = DOUBLE SIGN C==- SIGNAL ARM CMP CORRUGATED METAL PIPE AGENCY AS REQUIRED. PM PM 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE • PARKING METER ® O MANHOLE COND CONDUIT OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY F. BN WILL NEED TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFlLL FOR: PROJECT TITLE 10 PARKING COUNT c -0- C. -0- UTILITY POLE/GUY WIRE CPP HIGH DENSITY POLYETHYLENE CORRUGATED AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. O WATER Site Development p --C} ---0- UTILITY POLE/GUY POLE PLASTIC PIPE - SMOOTH INTERIOR - CONTRACTOR SHALL CONTACT BN TO ALLOW BN TO TAKE AS -BUILT SHOTS ON PIPE BENDS, PIPE TOP ct0 COMPACT PARKING STALLS 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION FOR AS -BUILT REQUIREMENTS i © HAND HOLE CS CURB STOP FOR WATER LINE MEETING AT LEAST -TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. - THE WATER SYSTEM SHALL BE INSPECTED BY A THIRD PARTY APPROVED WATER INSPECTOR O Forsyth Ave I�IIt (��I�IIII�I CROSSWALK Q PAID FOR BY THE CONTRACTOR. ACCEPTANCE REPORTS AND AS -BUILT TIE CARDS FOR THE ® ® PULL BOX DIP DUCTILE IRON PIPE 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE WATER SYSTEM (INCLUDING TIES TO ALL BENDS, TEES, ETC.) SHALL BE PREPARED BY THE 3RD South Yarmouth, MA 02664 CROSSWALK ppD SILT FENCE/HAYBALE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. PARTY INSPECTOR AND PROVIDED TO THE ENGINEER FOR RECORD. DS DOWN SPOUT DIVERSION BERM/SWALE 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL ALL TESTING SHALL BE PERFORMED PRIOR TO ACCEPTANCE OF THE SEWER SYSTEM. CONIC. PAVEMENT AND HAY BALE CHECK DAM E ELECTRIC CONSTRUCTION MEANS AND METHODS. BARTER NYE ENGINEERING &SURVEYING, DOES NOT G. THE CONTRACTOR SHALL NOTIFY AND COORDINATE A SITE MEETING WITH THE ENGINEER PRIOR TO PLACING FINAL STANDARD DUTY FLEXIBLE PAVEMENT FdcC FRAME AND COVER ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL L-� PAVING COURSE. LAYOUT AND FINAL REQUIRED DIMENSIONS ARE TO BE REVIEWED AT THIS MEETING PRIOR TO PAVING q HEAVY DUTY FLEXIBLE PAVEMENT PI POINT OF INTERSEC11ON FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED OPERATION. REQUIREMENTS SHALL BE PER MASSDOT STANDARD SPECIFICATIONS. F&G FRAME AND GRATE BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. FLARED END SECTION (FES) H. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION CONTROL DEVICES. RAMP DEBRIS FROM THE HANDICAP�'� PR011=C110N G GAS 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND �WITH STONE & HANDICAP PARKING PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. • HYD HYDRANT THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE `? VAN -ACCESSIBLE HANDICAP PARKING = PD- PERIMETER DRAIN N L COMPLETION OF THE SITE CLEARANCE WORK. X VAN VAN ID INTERCEPTOR DRAIN PAVED WATERWAY PWW a o ® CART CORRAL WITH STONE PROTECTION TNV INVERT ELEVATION 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES m PD PERFORATED DRAIN SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO Detail no.-�� DRAINAGE FLOW DIRECTION NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, ° on DETAIL OR SECTION REFERENCE PVC POLYVINYL CHLORIDE PIPE LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER I t Sheet no. ® JUTE MAT IN SWALE DELETERIOUS DEBRIS. RCP REINFORCED CONCRETE PIPE _ 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET c '� WETLANDS � � TREES RD ROOF DRAIN ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. -- -- 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE Q 50 WETLAND BUFFER }�"� SHRUB S SEWER CONTRACTORS OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS a -- 100' WETLAND BUFFER C/0 SEWER CLEANOUT REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL 0 -- CONDITION AT THE CONTRACTOR'S EXPENSE. 200' WETLAND BUFFER EAST' I SD STORM DRAIN DATE DESCRIPTION LP LP LOW POINT 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE T TELEPHONE SHEET TITLE' LIMIT of WETLANDS -£�- WETLAND FLAG HP HP HIGH POINT RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. - 52 52 TSV&B TAPPING SLEEVE, VALVE & Ueneral Motes and.. -_�_ - -- -- 100 YEAR FLOOD PLAIN GB GB GRADE BREAK & Box RISER 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY a 27.21 TOC 27.21 TOC MITIGATION AREA LINE "27.15 BOC "27.15 BOC TOP &BOTTOM ELEVATION UP UTILITY POLE FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES Ln 0 21.25 21.25 mF VERIFY IN FIELD DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE 6� M EDGE OF WATER f-` �- SPOT ELEVATION W/LEADER j N x CONTRACTOR'S EXPENSE. I o + ?1.3 x 21.25 SPOT ELEVATION VCP mmnED CLAY PIPE 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED SHEET NO -- BORING LOCAl10N OTHERWISE. TELEPHONE MANHOLE W WATER 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT Clio( 3 �( x TELEPHONE MARKER -� TEST PIT LOCATION EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS To To TRAFFIC SIGNAL TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR ee 11E 1N TO EXISTING GRADE I INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND DATE: OCTOBEf 11, 2022 Ln o ® SIGNAL BOXI REPLACED. E FACP FACP o o FIRE ALARM CONTROL PANEL s FB FB GRAY TEXT REPRESENTS EXISTING INFORMATION 0 0 o FIRE ALARM BOX a BLACK TEXT REPRESENTS PROPOSED INFORMATION i] SCALE: NO SCALE TRANSFORMER PAD J _ CHECKED BY: MINE TR TR TELEPHONE RISER ® MAILBOX FOR PERMIT ONLY NOT FOR CONSTRUCTION DRAWN BY. NHE JOB N O: 2021-058 F I L E: 2021-058 LG.dw t COPYRIGHTc 2021 BY SMART ENGINEERING LLC, dba BAXTER NYE. ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED N i O