2401 RUCKER AVE 2025-04-07 - Laserfiche WebLink

LEGEND VERTICAL PANELS @ 60' C-C WORK LOCATION ® =WORK AREA =FLASHING ARROW BOARD FLASHERS @ 30' C-C Z =PORTABLE SIGN =FLAG MAN see TCP for notes DRUMS =CHANNELIZING DEVICES =EXISTING STRIPING @ 30' C-C ;10 H =BARRICADE y =DIRECTION OF TRAFFIC FLOW C n � TYPICAL GENERAL NOTES (D DRUM PLACEMENT BAND RETROREFLEC 24t 11 s t 2 1 h t A 1.CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL < AS SET FORTH IN THE STATE MANUAL ON UNIFORM TRAFFIC CONTROL rp ,1 DEVICES FOR STREETS AND HIGHWAYS. Z W Y v) 2.LANES MAY BE CLOSED TO TRAFFIC DURING 9 AM-4 PM ONLY AFTER c' Q = + PRIOR APPROVAL. DRUMS WITH DRUMS WITH DRUMS WITH DRUMS WITH NIGHT AND/OR FREEWAY a LEFT RIGHT RIGHT LEFT HIGH SPEED ROADWAY CHEVRON SIGN VERTICALPANEL CHEVRONSIGN VERTICAL PANEL (>45MPH) 3.ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. WARNING LIGHTS ARE OPTIONAL BUT MUST BE USED DURING DARK HOURS 4.CONTRACTOR SHALL CONTACT THE TRAFFIC MANAGEMENT CENTER SPACING FOR CHANNELLIZING DEVICES AT LEAST ONE WEEK PRIOR TO LANE CLOSING IF LEFT TURNS FROM OPPOSITE DIRECTIONS CANNOT GO TOGETHER ANYTIME DUE TO ROAD Q A-PLASTIC DRUMS ON MERGING TAPER AT 30'C-C WITH CHEVRON SIGNS OR UTILITY WORK AT A SIGNALIZED INTERSECTION Y AT 60'C-C AND TYPE"C"WARNING LIGHT(FOR OVERNIGHT CLOSURE). C) 5.CONTRACTOR SHALL NOTIFY HOME OWNERS WITH ALLEY ACCESS ONE B- PLASTIC DRUMS ON DOWN STREAM TAPER AT 35'C-C WEEK PRIOR TO ALLEY CLOSING. TRAFFIC NOTES C- PLASTIC DRUMS ON RADII AT 5'C-C 1.CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN D-PLASTIC DRUMS ON TANGENT @ 35'C-C WITH VERTICAL PANEL CONFORMANCE WITH PART VI OF THE FEDERAL HIGHWAY ADMINSITRATION AT 70'C-C AND TYPE"C"WARNING LIGHT(FOR OVERNIGHT CLOSURE) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(FEDERAL HIGHWAY TRAFFIC CONTROL PLANS FOR ADMINISTRATION CTIO C.D.,MOST RECENT EDITION WITH REVISIONS) E-PLASTIC DRUMS IN FRONT OF CONSTRUCTION ZONE AT 20'C-C DURING CONSTRUCTION. WITH VERTICAL PANEL AT 40'C-C AND TYPE"A"WARNING LIGHT (FOR OVERNIGHT CLOSURE) 2.CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES EVRTWAXF_BF MDU 14 ANCHORED PROPERLY DURING NON-WORKING HOUR AND OPEN F-CONCRETE TRAFFIC BARRIER(C.T.B)OR LOW PROFILE CONCRETE LANES FOR NORMAL TRAFFIC FLOW. TRAFFIC BARRIER(L.P.C.T.B)WITH REFLECTORS AT 10'C-C , IF PAVEMENT DROP IS MORE THAN TWELVE INCHES(12")OR MORE. 3.ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE DURATION: 25 DAYS G-PLASTIC DRUMS WITH GUARD RAIL MOUNTED. REFLECTORIZED OR ILLUMINATED. , 4.CONTRACTOR SHALL MAINTAIN LOCAL DRIVEWAY ACCESS TO RESIDENTIAL H-28"TUBLAR MARKETS AND COMMERCIAL PROPERTIES ADJACENT TO WORK AREA AT ALL TIMES. a) 4-LANE TO 2-LANE UNDIVIDED ROADWAY SECTIONS AT 20' C-C IF PAVEMENT DROP IS MORE THAN TWELVE INCHES(12")OR MORE. b) 4-LANE DIVIDED ROADWAY TO ONE SIDE TWO-WAY ROAD AT 20' C-C c) LEFT LANE, RIGHT LANE STORAGE BAYS AT 20' C-C 5.ALL SIDEWALK CLOSURES SHALL HAVE CLOSURE SIGNS, BARRICADES AND "CLOSED AHEAD CROSS HERE"ADVANCE WARNING SIGNS. PERSONNEL CALL BEFORE YOU DIG SHOULD BE MADE AVAILABLE TO ASSIST DISABLE PEDESTRIANS PER STATE LONGITUDE BUFFER SPACE AND ADA REQUIREMENTS. MERGING TAPER LENGTH AND SPACING OF DEVICES SPEED (MPH) LENGHTH (FEET) TITLE:EVRTWAXF_BF MDU Width Lane 10 Feet 11 Feet 12 Feet Shoulder Tapers POSTED SIGN LOC: 2401 RUCKER AVE,EVERETT, 20 50 MERGING SHIFTING MERGING SHIFTING MERGING SHIFTING SHOULDER SPEED SPACINGS PM: (MPH) (FEET) DWG: 25 75 MPH L Cones L/2 Cones L Cones L/2 Cones L. Cones U12 Cones L/3 Cones DRAWING 1 DATE ENG DESIGN ORIGINAL 03/14/2022 PALNIES 30 100 20 70 5 35 3 75 5 40 3 80 5 40 3 25 3 30& BELOW 100, REVISION# 35 125 25 105 6 55 3 115 6 60 4 125 6 65 4 35 3 35 350' AS-BUILT N/A N/A 40 150 30 150 6 75 4 165 7 85 4 180 7 90 4 50 3 40 350' 35 205 7 105 4 225 8 115 5 245 8 125 5 70 4 45 180 45 350' 40 270 8 135 5 295 9 150 5 320 9 160 5 90 4 50 210 50 500' z'pI f i be r 45 450 11 225 6 495 12 250 7 540 13 270 7 1S0 6 55 250 50 500 11 250 6 550 12 275 7 600 13 300 7 170 6 55 500' 60 285 55 550 11 275 6 605 12 305 7 660 13 330 7 185 6 60 500' 65 1 325 60 600 11 300 6 660 12 330 7 720 13 360 7 200 6 TRACK UTILITIES 65 650 11 13251 6 17151. 12 370 7 17801 13 3901 7 2201 7 Utility Infrastructure Developers 70 1700 11 13501 6 17701 12 138517 ja401 13 4201 7 235 1 7 PAGE:01 OF: 02