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EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED <br />DESCRIPTION <br />0 <br />STATE <br />FED. AID: PROD. NO <br />UTILITIES <br />SHEET <br />NQ, <br />TOTAL <br />SHEE <br />TRAFFIC, PAVEMENT MARKINGS & SIGNING <br />NA <br />CB ❑ (OR Gi) <br />CB F�(OR GI) <br />CATCH BASIN (OR GUTTER INLET) <br />PROJECT FILE NO. NA <br />- - -- _ =_= CONDUIT <br />FY <br />caa f__j (OR Ga) <br />CBCI (OR GICI) <br />CATCH BASIN WITH CURB INLET <br />RED VERTICAL ARROW <br />— x —X —x— �� _ " X " DUCT (CONCRETE ENCASED) <br />YV <br />AMBER VERTICAL ARROW <br />CURB STOP <br />GREEN VERTICAL ARROW <br />® CONTROL CABINET — GROUND MOUNTED <br />RL <br />0 cs <br />YL <br />AMBER LEFT ARROW <br />GL <br />GREEN LEFT ARROW <br />DRAIN PIPE <br />RED RIGHT ARROW <br />c:99 CONTROL CABINET - POLE MOUNTED <br />YR <br />D_ <br />GR <br />GREEN RIGHT ARROW <br />W <br />O .DMH <br />Q DMH <br />DRAINAGE MANHOLE <br />FLASHING DON'T WALK - PORTLAND ORANGE <br />0 0 1 CONTROLLER PHASE <br />DON'T WALK - PORTLAND ORANGE <br />ADJ. <br />ADJUST <br />ELECTRIC DUCT <br />ARAN. <br />fllllllllil111 Gw CROSSWALK, 2 - 12" WHITE LINES (SIZE NOTED) <br />—E <br />RETAIN <br />REM. <br />REMOVE <br />0 EMH <br />REMODEL <br />ELECTRIC MANHOLE <br />R &S <br />DIRECTION OF FLOW <br />R &R <br />REMOVE & RESET <br />R &T <br />REMOVE & TRANSPORT <br />N.I.C. <br />NOT IN CONTRACT <br />GAS GATE <br />BO <br />a— FLASHING BEACON (ALPHA - NUMERIC DESIGNATION NOTED) <br />0 GG <br />FRAME AND COVER <br />F &G <br />FRAME AND GRATE <br />—G— <br />REINFORCED CONCRETE PIPE <br />GAS MAIN <br />DIP <br />INDUCTIVE LOOP DETECTOR <br />CIT <br />CHANGE IN TYPE <br />BWLL <br />BROKEN WHITE LANE LINE - 4" <br />(10' -30' SPACE) <br />WCL <br />- <br />SEWER MAIN <br />SWLL <br />LIMIT OF VISIBILITY OF OPTICALLY PROGRAMMED SIGNAL HEAD <br />_S— <br />SOLID WHITE EDGE LINE - 4" <br />SWGL <br />SOLID WHITE GORE LINE - 4" <br />0 sMH <br />QSMH <br />SEWER MANHOLE <br />STOP LINE - 12" <br />MAGNETOMETER <br />SYGL <br />SOLID YELLOW GORE LINE - 4" <br />TELEPHONE DUCT <br />SOLID YELLOW EDGE LINE - 4" <br />0 2® 5 — MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) <br />BYCL <br />—T — <br />4" <br />DYCL <br />DOUBLE YELLOW CENTER LINE - <br />4" (2X) <br />WTL <br />0 MH <br />(10' C.T,C.) <br />TELEPHONE MANHOLE <br />WHITE TRANSVERSE LINE - 12" <br />NO PARKING ANYTIME <br />FE <br />FLARED END <br />BO <br />BY OTHERS <br />PWW <br />i <br />0 wG <br />WG <br />WATER GATE <br />- - - - - -- - - - - --- OVERHEAD CABLE <br />WATER MANHOLE <br />PARKING RESTRICTIONS (AS NOTED) <br />0 „MH <br />—W— <br />— — — — <br />WATER MAIN <br />W ir PAVEMENT ARROW AND LEGEND <br />8" SD <br />SUBDRAIN <br />® ® PEDESTRIAN PUSH BUTTON <br />PEDESTRIAN SIGNAL HEAD (ALPHA - NUMERIC DESIGNATION NOTED) <br />SURFACE <br />DETAILS <br />/TOPG <br />ED— <br />0 PB PB PULL BOX 12" X 12" <br />- <br />12 NOO.00'00 °E <br />-_— <br />BASE /SURVEY LINE <br />o Pa PB PULL BOX 8" X 23" 12" X 24" <br />+s�.5+ <br />(NAME) <br />CITY, TOWN OR COUNTY BOUNDARY <br />c1 SIGN AND POST <br />CURB (OR BERM) - TYPE NOTED <br />0 TS s Ts SIGNAL POST AND BASE <br />EDGE OF ROAD <br />SL SL STOP LINE, 12" WHITE LINE 4' BEHIND CW (TYP.) <br />—X —X-- <br />FENCE (SIZE AND TYPE NOTED) <br />VEHICULAR SIGNAL HEAD (ALPHA - NUMERIC DESIGNATION NOTED) <br />s <br />HIGHWAY GUARD (TYPE NOTED) <br />VEHICULAR SIGNAL HEAD OPTICALLY PROGRAMMED <br />(ALPHA - NUMERIC DESIGNATION NOTED) <br />MHB, w <br />MHB;SB,CB <br />HIGHWAY /PROPERTY BOUND <br />R.O.W <br />(TYPE NOTED) <br />- - - - <br />R1 -1 , R1 -1 SIGN LEGEND <br />R -O.w <br />RIGHT OF WAY LINE <br />- - -J <br />—(N M') <br />STATE BOUNDARY <br />Z ° j <br />a <br />TREE (SIZE AND TYPE NOTED) <br />WHEEL CHAIR RAMP <br />GENERAL NOTES <br />EXISTING RARE SPECIES TREE <br />1. <br />THE AUXILARY BASELINES USED IN THESE PLANS FOR 6. ALL BASELINE TIES FOR CURB CORNERS AND RADII ARE TO <br />LOACATIONS 1 -4 ARE THOSE ESTABLISHED IN THE 1964 THE P.C.'S OR P.T.'S, UNLESS OTHERWISE NOTED. WHERE <br />MISCELLANEOUS <br />STATE HIGHWAY ALTERATION (LAYOUT NO. 5393). PROPOSED CURBING OR EDGING MEETS EXISTING CURBING <br />BY 1960 OR EDGING MINOR FIELD ADJUSTMENTS TO EITHER THE <br />BASELINES FOR LOCATION 5 WERE ESTABLISHED <br />DESIGNATED CURB RADIUS OR THE DESIGNATED STATION OF <br />TOWN OF LEXINGTON TRANSFER. <br />THE P.C. OR P.T. FOR THE PROPOSED CURBING OR EDGING <br />BORING <br />2, <br />ALL NEW GRANITE CURB SHALL BE TYPE VB. ALL NEW MAY BE REQUIRED. ANY SUCH ADJUSTMENTS SHALL BE <br />THE CONTRACTOR, AS DIRECTED BY <br />GRANITE EDGING SHALL BE TYPE SA. EXISTING CURB AND MADE IN THE FIELD BY <br />THE RESIDENT ENGINEER, PRIOR TO ORDERING THE CURVED <br />0 FA <br />® FA <br />FIRE ALARM BOX <br />EDGING WHICH IS SUITABLE FOR REUSE (AS DETEMINED BY <br />GRANITE CURBING. <br />- <br />HYDRANT <br />THE ENGINEER) SHALL BE RESET. <br />Z THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES SHOWN <br />MAIL BOX <br />3• <br />ALL GRANITE CURB (NEW OR RESET) SHALL BE SET TO <br />ON THE PLANS WERE COMPILED FROM AVAILABLE RECORD <br />HAVE A 6 INCH REVEAL ABOVE THE FINAL PAVEMENT <br />DRAWINGS AND ARE NOT WARRANTED TO BE CORRECT. <br />STREET LIGHT <br />S <br />UNLESS OTHERWISE NOTED). <br />GRADES ( THE LOCATIONS ARE APPROXIMATE ONLY AND IN SOME <br />CASES MAY BE INCOMPLETE. THE CONTRACTOR SHALL <br />TEST PIT <br />4. <br />ALL GRANITE EDGING (NEW OR RESET) SHALL BE SET TO NOTIFY ALL AGENCIES REQUIRED, AND VERIFY THE <br />HAVE A 4 INCH REVEAL ABOVE THE FINAL PAVEMENT LOCATIONS OF ALL EXISTING SUBSURFACE UTILITIES PRIOR <br />0- <br /><> <br />WOODEN POLE <br />GRADES (UNLESS OTHERWISE NOTED). TO PERFORMING ANY WORK. <br />LEDGE PROBE <br />ALL GRANITE CURB AND EDGING THAT IS REMOVED SHALL 8. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS <br />1 <br />5 <br />BE RESET, STACKED OR DISCARDED, AS DIRECTED BY THE SHALL BE THERMOPLASTIC. <br />ENGINEER. GRANITE CURB OR EDGING TO BE RESET SHALL <br />NOT BE RANDOMLY MIXED WITH NEW CURS, BUT SHALL BE <br />f <br />RESET SO AS TO GIVE A UNIFORM APPEARANCE. <br />i <br />t <br />C O N S S U e. T d Io I'w yr <br />- <br />0 <br />STATE <br />FED. AID: PROD. NO <br />FISCAL <br />YEAR <br />SHEET <br />NQ, <br />TOTAL <br />SHEE <br />MASS. <br />NA <br />1 1999 <br />2 <br />20 <br />PROJECT FILE NO. NA <br />LEGEND AND <br />GENERAL NOTES. <br />R <br />CIRCULAR RED <br />Y <br />CIRCULAR AMBER <br />G <br />CIRCULAR GREEN <br />FR <br />FLASHING CIRCULAR RED <br />FY <br />FLASHING CIRCULAR AMBER <br />RV <br />RED VERTICAL ARROW <br />YV <br />AMBER VERTICAL ARROW <br />GV <br />GREEN VERTICAL ARROW <br />RL <br />RED LEFT ARROW <br />YL <br />AMBER LEFT ARROW <br />GL <br />GREEN LEFT ARROW <br />RR <br />RED RIGHT ARROW <br />YR <br />AMBER RIGHT ARROW <br />GR <br />GREEN RIGHT ARROW <br />W <br />WALK - LUNAR WHITE <br />FDW <br />FLASHING DON'T WALK - PORTLAND ORANGE <br />DW <br />DON'T WALK - PORTLAND ORANGE <br />ADJ. <br />ADJUST <br />ARAN. <br />ABANDON <br />RET. <br />RETAIN <br />REM. <br />REMOVE <br />REMOD. <br />REMODEL <br />R &S <br />REMOVE & STACK <br />R &R <br />REMOVE & RESET <br />R &T <br />REMOVE & TRANSPORT <br />N.I.C. <br />NOT IN CONTRACT <br />BO <br />BY OTHERS <br />F &C <br />FRAME AND COVER <br />F &G <br />FRAME AND GRATE <br />RCP <br />REINFORCED CONCRETE PIPE <br />DIP <br />DUCTILE IRON PIPE <br />CIT <br />CHANGE IN TYPE <br />BWLL <br />BROKEN WHITE LANE LINE - 4" <br />(10' -30' SPACE) <br />WCL <br />WHITE CHEVRON LINE - 12" (10' <br />C -0 -C,) <br />SWLL <br />SOLID WHITE LANE LINE - 4" <br />SWEL <br />SOLID WHITE EDGE LINE - 4" <br />SWGL <br />SOLID WHITE GORE LINE - 4" <br />SWCHL <br />SOLID WHITE CHANNELIZATION LINE - 6" <br />SL <br />STOP LINE - 12" <br />SYGL <br />SOLID YELLOW GORE LINE - 4" <br />SYEL <br />SOLID YELLOW EDGE LINE - 4" <br />BYCL <br />BROKEN YELLOW CENTER LINE - <br />4" <br />DYCL <br />DOUBLE YELLOW CENTER LINE - <br />4" (2X) <br />WTL <br />WHITE TRANSVERSE LINE - 12" <br />(10' C.T,C.) <br />YTL <br />WHITE TRANSVERSE LINE - 12" <br />(8' C.T.C.) <br />FE <br />FLARED END <br />BO <br />BY OTHERS <br />PWW <br />PAVED WATERWAY <br />9. THE CONTRACTOR SHALL SAWCUT TO THE FULL PAVEMENT <br />DEPTH AT THE LOCATIONS SHOWN ON THE PLAN. <br />10. THE SUMPS OF EXISTING CATCH BASINS THAT ARE TO BE <br />CHANGED IN TYPE TO MANHOLES, LABELED AS (CIT) ON <br />THE PLANS, SHALL BE FILLED WITH CONCRETE. <br />11. BASE MAPPING FOR LOCATIONS 1 -4 PREPARED BY THE <br />BSC GROUP. <br />12. THE CONTRACTOR SHALL ENSURE THAT ALL ROADWAY <br />RUNOFF IN WIDENING AREAS SHALL BE DIRECTED TO CATCH <br />BASINS. <br />13. ALL AREAS OUTSIDE THE LIMIT OF WORK DISTURBED BY 1' <br />THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ,r <br />THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S OWN <br />EXPENSE. <br />14, ALL TRENCH CUTS UNDER THE PAVEMENT IN THE ROADWAY <br />SHALL BE BACK FILLED- WITH CONTROLLED DENSITY FILL. <br />s <br />x <br />