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Home My WebLink AboutCON-103-2EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION 0 STATE FED. AID: PROD. NO UTILITIES SHEET NQ, TOTAL SHEE TRAFFIC, PAVEMENT MARKINGS & SIGNING NA CB ❑ (OR Gi) CB F�(OR GI) CATCH BASIN (OR GUTTER INLET) PROJECT FILE NO. NA - - -- _ =_= CONDUIT FY caa f__j (OR Ga) CBCI (OR GICI) CATCH BASIN WITH CURB INLET RED VERTICAL ARROW — x —X —x— �� _ " X " DUCT (CONCRETE ENCASED) YV AMBER VERTICAL ARROW CURB STOP GREEN VERTICAL ARROW ® CONTROL CABINET — GROUND MOUNTED RL 0 cs YL AMBER LEFT ARROW GL GREEN LEFT ARROW DRAIN PIPE RED RIGHT ARROW c:99 CONTROL CABINET - POLE MOUNTED YR D_ GR GREEN RIGHT ARROW W O .DMH Q DMH DRAINAGE MANHOLE FLASHING DON'T WALK - PORTLAND ORANGE 0 0 1 CONTROLLER PHASE DON'T WALK - PORTLAND ORANGE ADJ. ADJUST ELECTRIC DUCT ARAN. fllllllllil111 Gw CROSSWALK, 2 - 12" WHITE LINES (SIZE NOTED) —E RETAIN REM. REMOVE 0 EMH REMODEL ELECTRIC MANHOLE R &S DIRECTION OF FLOW R &R REMOVE & RESET R &T REMOVE & TRANSPORT N.I.C. NOT IN CONTRACT GAS GATE BO a— FLASHING BEACON (ALPHA - NUMERIC DESIGNATION NOTED) 0 GG FRAME AND COVER F &G FRAME AND GRATE —G— REINFORCED CONCRETE PIPE GAS MAIN DIP INDUCTIVE LOOP DETECTOR CIT CHANGE IN TYPE BWLL BROKEN WHITE LANE LINE - 4" (10' -30' SPACE) WCL - SEWER MAIN SWLL LIMIT OF VISIBILITY OF OPTICALLY PROGRAMMED SIGNAL HEAD _S— SOLID WHITE EDGE LINE - 4" SWGL SOLID WHITE GORE LINE - 4" 0 sMH QSMH SEWER MANHOLE STOP LINE - 12" MAGNETOMETER SYGL SOLID YELLOW GORE LINE - 4" TELEPHONE DUCT SOLID YELLOW EDGE LINE - 4" 0 2® 5 — MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) BYCL —T — 4" DYCL DOUBLE YELLOW CENTER LINE - 4" (2X) WTL 0 MH (10' C.T,C.) TELEPHONE MANHOLE WHITE TRANSVERSE LINE - 12" NO PARKING ANYTIME FE FLARED END BO BY OTHERS PWW i 0 wG WG WATER GATE - - - - - -- - - - - --- OVERHEAD CABLE WATER MANHOLE PARKING RESTRICTIONS (AS NOTED) 0 „MH —W— — — — — WATER MAIN W ir PAVEMENT ARROW AND LEGEND 8" SD SUBDRAIN ® ® PEDESTRIAN PUSH BUTTON PEDESTRIAN SIGNAL HEAD (ALPHA - NUMERIC DESIGNATION NOTED) SURFACE DETAILS /TOPG ED— 0 PB PB PULL BOX 12" X 12" - 12 NOO.00'00 °E -_— BASE /SURVEY LINE o Pa PB PULL BOX 8" X 23" 12" X 24" +s�.5+ (NAME) CITY, TOWN OR COUNTY BOUNDARY c1 SIGN AND POST CURB (OR BERM) - TYPE NOTED 0 TS s Ts SIGNAL POST AND BASE EDGE OF ROAD SL SL STOP LINE, 12" WHITE LINE 4' BEHIND CW (TYP.) —X —X-- FENCE (SIZE AND TYPE NOTED) VEHICULAR SIGNAL HEAD (ALPHA - NUMERIC DESIGNATION NOTED) s HIGHWAY GUARD (TYPE NOTED) VEHICULAR SIGNAL HEAD OPTICALLY PROGRAMMED (ALPHA - NUMERIC DESIGNATION NOTED) MHB, w MHB;SB,CB HIGHWAY /PROPERTY BOUND R.O.W (TYPE NOTED) - - - - R1 -1 , R1 -1 SIGN LEGEND R -O.w RIGHT OF WAY LINE - - -J —(N M') STATE BOUNDARY Z ° j a TREE (SIZE AND TYPE NOTED) WHEEL CHAIR RAMP GENERAL NOTES EXISTING RARE SPECIES TREE 1. THE AUXILARY BASELINES USED IN THESE PLANS FOR 6. ALL BASELINE TIES FOR CURB CORNERS AND RADII ARE TO LOACATIONS 1 -4 ARE THOSE ESTABLISHED IN THE 1964 THE P.C.'S OR P.T.'S, UNLESS OTHERWISE NOTED. WHERE MISCELLANEOUS STATE HIGHWAY ALTERATION (LAYOUT NO. 5393). PROPOSED CURBING OR EDGING MEETS EXISTING CURBING BY 1960 OR EDGING MINOR FIELD ADJUSTMENTS TO EITHER THE BASELINES FOR LOCATION 5 WERE ESTABLISHED DESIGNATED CURB RADIUS OR THE DESIGNATED STATION OF TOWN OF LEXINGTON TRANSFER. THE P.C. OR P.T. FOR THE PROPOSED CURBING OR EDGING BORING 2, ALL NEW GRANITE CURB SHALL BE TYPE VB. ALL NEW MAY BE REQUIRED. ANY SUCH ADJUSTMENTS SHALL BE THE CONTRACTOR, AS DIRECTED BY GRANITE EDGING SHALL BE TYPE SA. EXISTING CURB AND MADE IN THE FIELD BY THE RESIDENT ENGINEER, PRIOR TO ORDERING THE CURVED 0 FA ® FA FIRE ALARM BOX EDGING WHICH IS SUITABLE FOR REUSE (AS DETEMINED BY GRANITE CURBING. - HYDRANT THE ENGINEER) SHALL BE RESET. Z THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES SHOWN MAIL BOX 3• ALL GRANITE CURB (NEW OR RESET) SHALL BE SET TO ON THE PLANS WERE COMPILED FROM AVAILABLE RECORD HAVE A 6 INCH REVEAL ABOVE THE FINAL PAVEMENT DRAWINGS AND ARE NOT WARRANTED TO BE CORRECT. STREET LIGHT S UNLESS OTHERWISE NOTED). GRADES ( THE LOCATIONS ARE APPROXIMATE ONLY AND IN SOME CASES MAY BE INCOMPLETE. THE CONTRACTOR SHALL TEST PIT 4. ALL GRANITE EDGING (NEW OR RESET) SHALL BE SET TO NOTIFY ALL AGENCIES REQUIRED, AND VERIFY THE HAVE A 4 INCH REVEAL ABOVE THE FINAL PAVEMENT LOCATIONS OF ALL EXISTING SUBSURFACE UTILITIES PRIOR 0- <> WOODEN POLE GRADES (UNLESS OTHERWISE NOTED). TO PERFORMING ANY WORK. LEDGE PROBE ALL GRANITE CURB AND EDGING THAT IS REMOVED SHALL 8. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS 1 5 BE RESET, STACKED OR DISCARDED, AS DIRECTED BY THE SHALL BE THERMOPLASTIC. ENGINEER. GRANITE CURB OR EDGING TO BE RESET SHALL NOT BE RANDOMLY MIXED WITH NEW CURS, BUT SHALL BE f RESET SO AS TO GIVE A UNIFORM APPEARANCE. i t C O N S S U e. T d Io I'w yr - 0 STATE FED. AID: PROD. NO FISCAL YEAR SHEET NQ, TOTAL SHEE MASS. NA 1 1999 2 20 PROJECT FILE NO. NA LEGEND AND GENERAL NOTES. R CIRCULAR RED Y CIRCULAR AMBER G CIRCULAR GREEN FR FLASHING CIRCULAR RED FY FLASHING CIRCULAR AMBER RV RED VERTICAL ARROW YV AMBER VERTICAL ARROW GV GREEN VERTICAL ARROW RL RED LEFT ARROW YL AMBER LEFT ARROW GL GREEN LEFT ARROW RR RED RIGHT ARROW YR AMBER RIGHT ARROW GR GREEN RIGHT ARROW W WALK - LUNAR WHITE FDW FLASHING DON'T WALK - PORTLAND ORANGE DW DON'T WALK - PORTLAND ORANGE ADJ. ADJUST ARAN. ABANDON RET. RETAIN REM. REMOVE REMOD. REMODEL R &S REMOVE & STACK R &R REMOVE & RESET R &T REMOVE & TRANSPORT N.I.C. NOT IN CONTRACT BO BY OTHERS F &C FRAME AND COVER F &G FRAME AND GRATE RCP REINFORCED CONCRETE PIPE DIP DUCTILE IRON PIPE CIT CHANGE IN TYPE BWLL BROKEN WHITE LANE LINE - 4" (10' -30' SPACE) WCL WHITE CHEVRON LINE - 12" (10' C -0 -C,) SWLL SOLID WHITE LANE LINE - 4" SWEL SOLID WHITE EDGE LINE - 4" SWGL SOLID WHITE GORE LINE - 4" SWCHL SOLID WHITE CHANNELIZATION LINE - 6" SL STOP LINE - 12" SYGL SOLID YELLOW GORE LINE - 4" SYEL SOLID YELLOW EDGE LINE - 4" BYCL BROKEN YELLOW CENTER LINE - 4" DYCL DOUBLE YELLOW CENTER LINE - 4" (2X) WTL WHITE TRANSVERSE LINE - 12" (10' C.T,C.) YTL WHITE TRANSVERSE LINE - 12" (8' C.T.C.) FE FLARED END BO BY OTHERS PWW PAVED WATERWAY 9. THE CONTRACTOR SHALL SAWCUT TO THE FULL PAVEMENT DEPTH AT THE LOCATIONS SHOWN ON THE PLAN. 10. THE SUMPS OF EXISTING CATCH BASINS THAT ARE TO BE CHANGED IN TYPE TO MANHOLES, LABELED AS (CIT) ON THE PLANS, SHALL BE FILLED WITH CONCRETE. 11. BASE MAPPING FOR LOCATIONS 1 -4 PREPARED BY THE BSC GROUP. 12. THE CONTRACTOR SHALL ENSURE THAT ALL ROADWAY RUNOFF IN WIDENING AREAS SHALL BE DIRECTED TO CATCH BASINS. 13. ALL AREAS OUTSIDE THE LIMIT OF WORK DISTURBED BY 1' THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ,r THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S OWN EXPENSE. 14, ALL TRENCH CUTS UNDER THE PAVEMENT IN THE ROADWAY SHALL BE BACK FILLED- WITH CONTROLLED DENSITY FILL. s x