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CON-106-6
TYPE I N.T.S. TYPE 11 N.T.S. 4- c ®► DRUMS @ 15' O.C. 16 W20 -4 10 W20 -6d 1 250' I 250' IRUMSa@h 20 . J rol ' -100'I 1 TR. N.T.S. W20 -6d 41 W20 -4 el !� 11' MIN. © 4- �- DRUMS @ 25' O.C. AREA _ 150' j- 100' (_ 250' 250' t MIN. LANE CLOSURE W1- 4R W13 -1 W5 -1 y y 22' MIN. a° N.T.S. NOTE: THIS DETAIL SHOWS A RIGHT LANE CLOSURE DETAIL. THIS DETAIL CAN ALSO BE USED FOR LEFT LANE CLOSURES, WITH THE SIGN PLACEMENT REVERSED AS APPROPRIATE. PEDESTRIAN BYPASS TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTUCTION STAGING AND AS DIRECTED BY THE ENGINEER. SIDEWALK CLOSED 'TYPE I') BARRICADE SIDEWALK CLOSED LEXINGTON WORK AREA ENCLOSED 100' gn—\\FENCI Y PROPOS ED PEDESTRIANS EMERY PARK IN DEPOT ONSTRUCTION NG PEDESTRIAN PATH MIN. EXISTING SIDEWALK m d- PARKING LANE CLOSED EXISTING SIDEWALK OR MEDIAN 0 0 TYPE III BARRICADE SIDEWALK WORK AREA ENCLOSED SIDEWALK CLOSED AHEAD BY PROPOSED CLOSE =HEAD CROSS HERE CONSTRUCTION CROSS HERE FENCING 4 EXISTING SIDEWALK DRUMS © 25' O.C. TEMPORARY Z CROSSWALKS PARKING LANE ., PARKING LANE 20' O.C. CLOSED PEDESTRIAN PATH CLOSED - �co EXISTING SIDEWALK OR MEDIAN PEDESTRIAN BYPASS NOTES: 1. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY. 2. CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE. 3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES. 4. — I = DIRECTION OF PEDESTRIAN TRAVEL. 5. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE 1, TEMPORARY CROSSWALKS WITH APPROPRIATE SIGNS SHOULD BE INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AS SHOWN IN PEDESTRIAN BYPASS TYPE 11, AND AS DIRECTED BY THE ENGINEER. l 2 L =TAPER LENGTH * L= 60 W= WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED S= POSTED SPEED LIMIT 1�' m JL N.T.S. NOTE: 1. ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY 2. TRAFFIC OFFICER LOCATION TO BE ADJUSTED AS NECESSARY FED. AID PROD. NO. FISCAL YEAR LEXINGTON TOTAL SHEETS 100' 250' 250' 1 6 EMERY PARK IN DEPOT SQUARE MIN. MIN. MIN. m d- 0 0 4 DRUMS © 25' O.C. Z ., DRUMS @ 20' O.C. �co WORK AREA 250' 250' MIN. MIN. bz MIN. DRUMS @ 20' O.C. ° Z e O Lo z N:2 t 4 - W20 -6d 'oo z N � AL W20 -4 1�' m JL N.T.S. NOTE: 1. ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY 2. TRAFFIC OFFICER LOCATION TO BE ADJUSTED AS NECESSARY STATE FED. AID PROD. NO. FISCAL YEAR LEXINGTON TOTAL SHEETS MASS. STP OOOS(139)X 1998 1 6 EMERY PARK IN DEPOT SQUARE STATE FED. AID PROD. NO. FISCAL YEAR SHEET I NO. TOTAL SHEETS MASS. STP OOOS(139)X 1998 1 6 22 PROJECT FILE NO. 602253 TRAFFIC MANAGEMENT PLAN GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL CONFORM WITH THE 1988 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND REVISION NO. 3 OF THE 1988 M.U.T.C.D:. DATED SEPTEMBER 3, 1993, ALL AS AMENDED FOR URBAN (HIGH SPEED) ROADWAYS. 2. ALL DRUMS NOT OTHERWISE SPECIFIED SHALL BE EQUIPPED WITH TYPE "C "- STEADY BURN WARNING LIGHTS. ALL DRUMS SHALL BE SET 0 20' O.C. MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. 3. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE .ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 4. THE CONTRACTOR SHALL NOTIFY EACH ABUTTOR AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF LEXINGTON POLICE, FIRE, AND DPW AT LEAST 24 HOURS IN ADVANCE OF LANE CLOSURES. 6. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT THAT DURING WORKING HOURS, TRAFFIC MAY BE REDUCED TO ONE LANE UNDER POLICE CONTROL FOR SHORT TIME PERIODS WHEN REQUIRED FOR THE WORK, AS SHOWN. 7. GRADE SEPARATIONS IN EXCESS OF 2" DURING NON - WORKING HOURS WILL REQUIRE DELINEATION BY USE OF DRUMS. 8. EXCAVATION EDGES IN EXCESS OF 4 DEEP SHALL BE PROTECTED DURING NON- WORKING HOURS BY BACKFILLING WITH A WEDGE OF GRAVEL OR SOIL TO COMPACTED 4:1 SLOPE. 9. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED. 10. EXISTING STREET LIGHTING SHALL BE MAINTAINED AT ALL TIMES. 11. NON- ESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON - WORKING HOURS. 12, THE GENERAL SEQUENCE OF WORK IS DEPENDENT UPON THE REMOVAL AND RELOCATION OF THE EXISTING UTILITY POLES AND WIRES THAT ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK, BY THE UTILITY COMPANIES. THE CONTRACTOR SHALL SCHEDULE THE WORK IN EACH AREA TO COORDINATE WITH THE POLE RELOCATION WORK. 13. ADVISORY SPEED PLATES (W13 -1) SHALL BE USED IF APPROPRIATE AND AS DIRECTED BY THE ENGINEER. 14. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH BITUMINOUS CONCRETE OR COVERED WITH STEEL PLATES BEFORE REOPENING THE ROADWAY TO TRAFFIC. LEGEND • DRUM TYPE "C" WITH LIGHT ® TRAFFIC CONE O DRUM TYPE "A" WITH FLASHER aPOLICE DETAIL OFFICER WITH CRUISER CONSTRUCTION SIGN TYPE III BARRICADES WORK AREA PUBLIC ACCESS RESTRICTED PROPOSED TRAFFIC FLOW aSPECIAL LIGHTING UNIT (SLU) NTS NOT TO SCALE WORK AREA TEMPORARY SOIL SLOPE A'1 4" OR GREATER EXCAVATION N.T.S. NJ TRAVEL WAY LE