Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2021_PS-2101501 thru PS-2102000_ - PS-2101719

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TRAFFIC CONTROL PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS. 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, AND DRIVEWAYS AT ALL TIMES. 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON -WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 13. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. TYPE OF TAPER TAPER LENGTH (L)* MERGING TAPER TABLE "A" SHIFTING TAPER AT LEAST 0.5 L SHOULDER TAPER AT LEAST 0.33 L ONE LANE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM RECOMMENDED TAPER, BUFFER, AND SIGN SPACING (FOR 12 FEET OFFSET WIDTH) 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND A/B/C L L/2 L/3 MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, ADVANCE MERGINGSHIFTING SPEED WARNING SH R MAXIMUM CHANNELIZER MAXIMUM CHANNELIZER MAXIMUM CHANNELIZER TAPER SIGNAPER APER BUFFER SPACE SPACINGSPACING OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL SPACING LENGTH LENGTH LENGTH SPACING INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. MPH FT FT FT FT FT FT FT FT 25 100 125 65 45 155 25 50 12 30 250 180 90 60 200 30 60 15 35 250 245 125 85 250 35 70 17 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, 40 250 320 160 110 305 40 80 20 45 350 540 270 180 360 45 90 22 BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 50 350 600 300 200 425 50 100 25 55 500 660 330 220 495 55 100 25 60 500 720 360 240 570 60 100 25 65 500 780 390 260 645 65 100 25 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED (1) WORK ON FREEWAYS AND EXPRESSWAYS WITH SPEEDS 65 MPH OF GREATE SHALL MEET THE STANDARD PLANES AND STANDARD PRIOR TO COMMENCING CONSTRUCTION. SPECIFICATIONS OFCALTRANS. (2) POSTED SPEED OR OBSERVED OPERATING SPEED (WHICHEVER IS GREATER). (3) CHANNELIZER SPACING SHALL BE REDUCED IN HALF AT AREAS WHERE WORK IS TAKING PLACE, ON CURVES, OR AREAS ON HEAD-ON CONFLICT. (4) BUFFER SPACE MAY BE INSERTED IN LOW SPEED URBAN AREAS AND SHOULD BE INSERTED IN HIGH SPEED URBAN AND RURAL AREAS. (5) SIGN SIGN SPACING IN RURAL AREAS SHOULD BE 500 FT. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE TABLE 6C-32016 CALIFORNIA MUTCD INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON -WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 13. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. TYPE OF TAPER TAPER LENGTH (L)* MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.5 L SHOULDER TAPER AT LEAST 0.33 L ONE LANE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM DOWNSTREAM TAPER 100 FT. PER LANE TABLE 6C-4 2014 CALIFORNIA MUTCD FORMULAS FOR DETERMINING TAPER LENGTH W= WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATING OPERATING SPEED IN MPH DA # 270101 COUNTY OF: SAN JOAQUIN, CA N F RASTR U CTU R E PLANS PREPARED BY: J5 INFRASTRUCTURE PARTNERS TAPER LENGTH (L) SPEED LIMIT (S) FEET 40 MPH OR LESS L = 2 60 45 MPH OR MORE L = WS W= WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATING OPERATING SPEED IN MPH DA # 270101 COUNTY OF: SAN JOAQUIN, CA N F RASTR U CTU R E PLANS PREPARED BY: J5 INFRASTRUCTURE PARTNERS