4507 COLBY AVE 2024-11-08 - Laserfiche WebLink

CHANNELIZING DEVICE SPACING(FEET) I I I TRAFFIC CONTROL PLAN 'A a sTe c MPH TAPER TANGENT SHORT TERM STATIONARY WORK ZONE Utility Services 50/70 40 80 GENERAL NOTES: FOR UNDERGROUND REFERNCE PLAN SET 35/45 30 60 wzo-1 I I 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR verizon ROAD MUNICIPALITY DICTATE OTHERWISE. 25/30 20 40 H°Ao I I I I 2. ALL SIGNS ARE48"X48" BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. FORESITE 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. BE W34 I I I 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. PREPARED I I I I 6. WORK AREA TO INCLUDE STAGING AREA. rosroP BUFFER DATA x I I I I LONGITUDINAL BUFFER SPACE =B SPEED(MPH) 25 30 35 40 45 50 55 60 1 65 10 T E R C 0 M LENGTH(FEET) 155 1 200 1 250 1 305 1 360 1 425 1 495 1 570 645 730 CONSTRUCTION INC g PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE SIGN SPACING = X FEET e I I I TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHIC LE(WI TH TMA) STATIONARY FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(0R AS PER MUTCO) 41 VEHICLE TYP E WI TH TMA LOADED W EIGHT(LBS) OPERATION(FEET) A • RURALHIGHWAYS 60/65 MPH 800'+/- Q MINIMUM WEIGHT 15,000 LES. T Q T 4 YARDDUMPTRUCK, (MAXIMUM WEIGHTSHALL BE IN V SERVICETRUCK,FLATBED, 30 MIN. r z RURALROADS 45/SSMPH SOO'+/- -2 ' ETC. ACCOR DANCE WITH MANUFACTURER RECOMMENDATION) D T RUAL ROADS&URBAN ARTE RIALS 35/40MPH 350'+/- V I ROLL AH EAD STOPPING DISTANCE ASSUM ES DRY PAVEMENT. Z T RUAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- 1 0 n RESIDENTIAL&BUSINESSDISTRICTS n I I I A PROTECTIVE VEHICLE IS RECOMMENDED REGARCUESSIF ATMAIS AVAILABLE.IF NOTMAIS r URBAN STREETS 25 MPH OR LESS 100'+/- �LI rIVl7 rIVl7 • USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTOSHIELD ALL SIGNSARE48"x48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED I I w WORKERS AND NO ROLL AHEADDISTANCE155PECIFIED (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE I I + a INTERSECTIONS,AND DRIVEWAYS (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS I • O W4 2R W20-5R >W210-1 FI ♦I IGHT LAN ROAD I IJ� R4 7 CLOSED WORK HEA AHEAD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I = 100'-300' x x x 41s' St I=> X X 100'-200' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N W4-2R W20-1 W3-4 W20-1 W20-SR ROAD BE i w ROAD IGHT LAN I WORK PREPARED C_�IJ WORK CLOSED AHEAD TO STOP AHEAD HEA MINIMUM TAPER LENGTH IN FEET LANE POSTED SPEED LIMIT(MPH) 1 100'-300' x x x WIDTH 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - •• 11 115 165 225 295 495 550 605 660 - - • 12 125 180 245 320 540 600 660 720 780 840 SHEET:9 OF 13