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HomeMy WebLinkAbout186 Mid-Tech Drive General Notes & Legend Plan3 LEGEND EM PROP GRAVEL ROAD L=50.D0 EDGE OF PAVEMENT �G~3 PROPERTY UNE CCB OCB PROJECT LIMIT UNE ------� RIGHT-OF-WAY/PROPERTY LINE - - - - - - EASEMENT ---- BUILDING SETBACK SGc See STATE HIGHWAY BASELINE 00 1 0� BASEUNE -- - -- CONSTRUCTION LAYOUT ®■�■�� ZONING UNE --- TOWN LINE ---- STATE UNE - - - - - - - - - - - - - - GRAVEL ROAD - EDP- - EOP EDGE OF PAVEMENT Bc Be BITUMINOUS CURB CCB OCB ]CIENT BUILDING ENTRANCE CAPE COD BERM P c - - PCC PRECAST CONC. CURB VGc Yoe VERT. GRAN. CURB SGc See SLOPED GRAN. CURB ` LIMIT OF CURB TYPE ----- SAWCUT aTCHLPE m MATCHUNE SxL SOLID WHITE LINE Sri Sri SOLID YELLOW LINE BwL - BML - BROKEN WHITE LINE Bn - BROKEN YELLOW LINE SWCHL SVWL SOLID WHITE CHANNELIZING LINE SYCHL SYCHL SOLID YELLOW CHANNEUZING LINE DYL Dri DOUBLE YELLOW LINE SL SL STOP LINE STEEL GUARD RAIL WOOD GUARD RAIL -a-o-o- -o-o-o- STOCKADE FENCE ............^::::: PATH yr iA` TREE LINE -x-: x--x-x-x- CHAIN LINK FENCE STONE WALL RETAINING WALL r HAY BALES -- z ----- - 4 MINOR CONTOUR - - -Ia- 20- MAJOR CONTOUR -Tos -TOS- TOP of SLOPE -909- -SDS- BOTTOM of SLOPE Lz/ ` TELEPHONE MANHOLE X 0 BUILDING I< ENT ]CIENT BUILDING ENTRANCE ]!LD ]4 LD LOADING DOCK ?OoID ]4ORD OVERHEAD DOOR 0 e BOLLARD ❑D ❑D DUMPSTER PAD 0 SIGN a El DOUBLE SIGN •PM •PM PARKING METER 0 t0 PARKING COUNT �- cIo COMPACT PARKING STALLS Iiillllllll IIIIIIIIIII CROSSWALK ADJ ADJUST CROSSWALK STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY 0 CONC. PAVEMENT 0 STANDARD DUTY FLEXIBLE PAVEMENT HEAVY DUTY FLEXIBLE PAVEMENT ® ® HANDICAP RAMP AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING VAN VAN OVERFLOW DRAIN APPROX ® CART CORRAL Detail no. on Da DETAIL OR SECTION REFERENCE Sheet no. al. 'L A& WETLANDS ---- 50' WETLAND BUFFER ---- 100' WETLAND BUFFER ---- 200' WEILAND BUFFER - - - LIMIT OF WETLANDS �sz - -i 52 - WETLAND FLAG ----- ----- 100 YEAR FLOOD PLAIN MITIGATION AREA LINE - EDGE OF WATER 0 0 TELEPHONE MANHOLE X 0 TELEPHONE MARKER TOS To TRAFFIC SIGNAL c EXOT PROP o a SIGNAL BOX FAFACP OCP FIRE ALARM CONTROL PANEL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO o 0 FIRE ALARM BOX 111 El TRANSFORMER PAD ITT _R ® TELEPHONE RISER 0 ENGINEERING & MAIL BOX - MWL.P L_V1 I1 I� \N j \VI 1 -1 vvm w I I 'vv , .v. . ■ .v ■ w (ALL 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 BAXTER NYE ,--= - c EXOT PROP REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ARAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR ENGINEERING & �- ADJ ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL W DRAINAGE UNE AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH OD- m OVERFLOW DRAIN APPROX APPROXIMATE SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. SURVEYING al. -s'RD- - RD - ROOF DRAIN BB BITUMINOUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. ALL ELECTRICAL BOTH PRIMARY AND SECONDARY), TELEPHONE DATA COMA D ( Y), I Be BITUMINOUS CURB AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE APPLICABLE _s - -S - SEWER UNE BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. Registered Professional Engineers ?J - OHw- - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED STRUCTURES and Land Surveyors Bos BOTTOM OF SLOPE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE _w - _W - WATER UNE BOW BOTTOM OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION OF THIS WORK 7- - FP- -FP- FIRE PROTECTION LINE CURB ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE SHALL BE INCLUDED IN THE CONTRACTORS PRICING. 75 North Street - 3rd Floor CC CONCRETE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. Hyannis, Massachusetts 02601 � - G - - G - GAS UNE ccB CAPE Cao BERM 27. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ~ CSE COBBLESTONE EDGING 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 , _E - -E pR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES 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 Phone - (508) 771-7502 7 -� - -� _ ECB EROSION CONTROL BLANKET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK.1-1 FaX - (50F3) 771-7622 _T - -T - UNDERGROUND DATA &COMMUNICATION LINES �y ELEVATION EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, 28. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT www.boxter-nye.com FA- -FA- FIRE ALARM EAST EXISTING 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 1= -Far -FOP- FRE & POLICE CABLE EQ. EQUAL 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 STABWZED. THE MODIFIED LOAM BORROW SHALL STA STAMP -CAN- -CATV- CABLE TV FEIN FOUNDATION HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT FF IFF FINISHED FLOOR ELEVATION CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ��,MOF*S ° �ft� CEI BASIN (SQUARE OR ROUND CATCH BASIN) 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 MATTHEW it DCB GB GRADE BREAK HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLER OR 0�' z W. `> Em DOUBLE CATCH BASIN GC GRANITE CURB MATERIALS, INCLUDING CUT &FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED EQUAL. (� EDDY EDC _mr- DRAIN INLET GE GRANITE EDGING ON INFORMATION CONTAINED WITHIN THESE PLANS. CIVIL No. 43183 ' DI i 29. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND 0 O DMH DRAIN MANHOLE HC HANDICAP 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 �RFGISTE =TD= =TD= TRENCH DRAIN HP HIGH POINT LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. SS/ONAL ENGr DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR PLUG/STUB LA LANDSCAPE AREA RESOLUTION OF THE CONFLICT. I LP LOW POINT 30. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION FES 10- FES 110- FLARED END SECTION 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY MAX MAXIMU MAXIMUM FOR OBTAINING CONSTRUCTION PERMrTS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, FOR BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. CONSULTANT HEADWALL MIN MINIMUM ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, ® CONTROL STRUCTUREFIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND MCC MONOLITHIC CONCRETE CURB AND PRIVATE, AS REQUIRED. STONE WALLS WITH DRILL HOLES. OO OO slaty SEWER MANHOLE MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, NIC NOT IN CONTRACT AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE © GREASE TRAP NTS NOT TO SCALE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE EXCAVATION SAFETY ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT CONSULTANT PCC PRECAST CONCRETE CURB LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. ® WAVER MANHOLE PROP PROPOSED AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START ANY WORK. THE ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT I GES WHICH MIGHT CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. pd WATER GATE PWW PAVED WATER WAY BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, TSV TSVREMOD VALVE, REMODEL CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND BO RIS REM REMOVE INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT AS -BUILT DRAWINGS STATEMENT c PRESSURE REDUCER R&R REMOVE AND RESET 1 -888 -DIG -SAFE) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. PREPARED F O R THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS, STAMPED BY A MA LICENSED + `k SIAMESE CONNECTION Ras REMOVE AND STACK 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, b ri RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY; IN ACCORDANCE WITH THE TOWN JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE Cape COLI 5 Cents Savings Bank FIRE HYDRANT REQUIREMENTS, AS APPLICABLE. PLANS." 0111101 WATER METER SGE SLOPED GRANITE EDGING P. O, BOX O •Pro •PIV POST INDICATOR VALVE SCO SLOPED GRANITE CURB 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THIS CHAPTER 370, ACTS OF Orleans, MA 02653 11EG TIE INTO EXISTING GRADE THOSE IN CONTROL OF UTILITIES NOT SHOWN ON PLAN, (SEE INSPECTIONS WELL 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. MONITORING WELL TOC TOP OF CURB 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT IRRIGATION CONTROL VALVE TOE TOP of FOUNDATION S. BAXTER NYE ENGINEERING &SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. SPRINKLER HEAD TOS TOP OF SLOPE "PROPOSED" GG TOW TOP OF WALL 9. THE TERM (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS" 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED: 0 0 GAS GATE OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS REMOVE AND RESET A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO �91 ® GAS METER TYP JON TYPICAL UNLESS OTHERWISE NOTED (R&R). COMMENCING CONSTRUCTION. 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. ® ®DEH ELECTRIC MANHOLE Ir VERIFY IN EIMD BY CONTRACTOR 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. VERTICAL GRANITE CURB POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS D. DURING INSTALLATION OF THE RAIN GARDEN SECTION FOR THE SWM FACILITIES. ® ® ELECTRIC BOX VGC REQUIRED. E. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EM ® ELECTRIC METER 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 # # LIGHT POLE ACCMP ASPHALT COATED CORRUGATED METAL PIPE IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OTHERWISE WITNESSED BY A TESTING AGENCY.) 4 ! FLOOD LIGHT CAP CORRUGATED ALUMINUM PIPE 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 LANDSCAPE LIGHT CIP CAST IRON PIPE UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION COMPLETE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: .a w LIGHT POLE (SINGLE) OF THE AFFECTED WORK. - COMPOSITION SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC. CIT CHANGE M TYPE - SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC ■ e H SINGLE LUMINAIRE CMP CORRUGATED METAL PIPE 12. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ENGINEERING & SURVEYING OF ANY - ALL COMPACTION TESTING RESULTS FOR BACKFILL. DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND ARCHITECTURAL BUILDING PLANS DISCREPANCIES - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, ETC. AS TO DEPTH OF ■.■ ... DOUBLE LUMINAIRE CONDUIT BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. - -� TRIPLE LUMINAIRE PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. r- CPP HIGH DENSITY POLYETHYLENE CORRUGATED THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND > �-■ ■�.■ QUAD LUMINAIRE PLASTIC PIPE - SMOOTH INTERIOR 13• PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF COORDINATING WITH THE TESTING AGENCY AS REQUIRED. 'L JIM WALL PACK CS CURB STOP FOR WATER UNE OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND" C) COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. H. ALL INSPECTIONS REQUIRED PER TOWN OF YARMOUTH CERTIFIED SITE INSPECTION • i DIP DUCTILE IRON PIPE REPORT BY OWNERS ENGINEER" SHALL BE PERFORMED AND SIGNED OFF ON FOR U U �- SIGNAL ARM 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION EACH PART OF THE WORK SHOWN ON INSPECTION REPORT. CONTRACTOR SHOULD C N DS DOWN SPOUT MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. NOTIFY AND COORDINATE WITH ENGINEER ON SCHEDULE OF INSPECTIONS. ca f - ® O MANHOLE c --O- c-� UTIUTY POLE/GUY WIRE E ELECTRIC 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY _j W (_o F -O UTILITY POLE/GUY POLE FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. F F&C FRAME AND COVER la ® HAND HOLE 15. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION F -_0j CN pa® PULL BOX F&G FRAME AND GRATE MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY I- G GAS RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, N U O SILT FENCE/MYBALE STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL uJ E HYD HYDRANT PERSONNEL ON THE JOB SITE AT ALL TIMES. O 'L C.0 L DIVERSION BERM/SWALE Cc AND HAY BALE CHECK DAM ID INTERCJ PTOR DRAIN 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT u 0c) INV INVERT ELEVATION SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE a Q PI POINT OF INTERSECTION CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE FLARED END SECTION (FES) PD PERFORATED DRAIN COMPLETION OF THE SITE CLEARANCE WORK. ­® WITH STONE PROTECTION PVC POLYINYL CHLORIDE PIPE 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL .4 S'PD RCP RBNFORCED CONCRETE PIPE BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL 0 PERIMETER DAN STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, ~ RD ROOF DRAIN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER a PAVED WATERWAY (PWW) DELETERIOUS DEBRIS. WITH STONE PROTECTION S SEWER v TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY ®19. JUTE MAT IN SWALE SD STORM DRAIN UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. m T TELEPHONE 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S Q O OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, TREES TSV&9 TAPPING REEVE, VALVE & SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE & BOX RISER CONTRACTOR'S EXPENSE. w H SHRUB UP UTILITY POLE a 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. R SHALL BE THE DST PROP VCP VITRIFIED CLAY PIPE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. } LP LP LOW POINT W WATER 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY m 0 HP HP HIGH POINT FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE, GB GR GRADE BREAK CONTRACTOR'S EXPENSE. SHEET T T L E 2721 TC 27.15 BC 21.25 x27M TOC 27.15 BOC TOP & BOTTOM ELEVATION 21.25 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED SPOT ELEVATION OTHERWISE. General Motes & / x/ w/LEADER 21+3 X+25 SPOT ELEVATION 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS Legend Plan BORING LOCATION TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR {} TEST PIT LOCATION INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND SHEET N O REPLACED. ■ ■ BENCH MARK e -O TIE IN TO EXISTING GRADE °ERMTT REVIEW ONLY -NOT FOR CONSTRUCTION D A T E APRIL 15, 2016 20 0 20 40 SCALE IN FEET SCALE 1"=20' DRAWN/DES GN BY JKL CHECKED BY MINE JOB No 2016-017 C A D D F LE 2016-017LG.dwo