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TRAFFIC CONTROL PLAN GENERAL NOTES <br /> 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AND <br /> WASHINGTON MODIFICATIONS, LATEST EDITION. <br /> • TM in • 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AND <br /> WASHINGTON MODIFICATIONS„STANDARD PLANS AND SPECIFICATIONS.i f iber <br /> 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, AND DRIVEWAYS AT ALL TIME. <br /> 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE <br /> WORK AREA OVERNIGHT. <br /> 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. <br /> TRAFFI N T R L P LA N 6 INERECT IN THE <br /> POD TION ATALL TUBULARORS ALLL TIMES,ANDOAND NES HALL BE REPAISHALL BE 28" IR NIMUM D, REPLA ED, OR C EAHEIGHT, ONEID ZED AS NED NEDCESSA YI TOP RESERVE THEIR <br /> APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING <br /> NIGHT-TIME HOURS. <br /> #5509232 THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE <br /> JOB PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. <br /> 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING <br /> WORK L ATION CONSTRUCTION. <br /> 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS <br /> POSSIBLE TO ABUTTING PROPERTY OWNERS. <br /> MH , PED ACCESS 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED THE FIELD. THE CONTRACTOR SHALL <br /> BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL <br /> TIMES DURING CONSTRUCTION. <br /> & AERIAL PLACEMENT 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION <br /> CONDITIONS. <br /> 12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL <br /> LANE. <br /> 1717 RO C K E F E L L E R AV E . 13. REMOVE OR TURN OFF SIGNS DURING NON-WORK HOURS. <br /> CITY OF EV E R ETT WA 14. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL REMOVED WET SANDBLASTING OR OTHER <br /> APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS <br /> 7 SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE <br /> SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. <br /> D <br /> POLE #2 ° 1su,sc <br /> o MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) SIGN SPACING = X (1) <br /> �'Reill Auto Parts LANE Posted S eed m n <br /> o y Q P ( P I FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'± <br /> 3 m M H # 1 5 Auto parts store WIDTH <br /> 25 30 35 40 45 50 55 60 65 70 <br /> RURAL HIGHWAYS 60 /65 MPH 800'± <br /> n POLE #3 10 1D5 150 205 270 450 500 550 - RURAL ROADS 45 /55 MPH 500'± <br /> Arrow and Ho 11 115 165 225 295 495 550 605 660 <br /> RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± <br /> 12 125 10D 245 32D 540 600 660 720 7e0 B40 RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 200'± (2) <br /> POLE #4 MINIMUM SHOULDER TAPER LENGTH = L13 (feet) RESIDENTIAL & BUSINESS DISTRICTS <br /> Diedrich Espresso 16th 19 Country Farms Everett SHOULDER Posted Speed (mph) URBAN STREETS 25 MPH OR LESS 100'± (2) <br /> POLE #5 WIDTH 1 ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE <br /> (feet) 25 30 35 40 45 50 55 60 65 70 ( ) <br /> POLE #(S B' 40 40 60 90 120 130 150 160 170 k2Z__ <br /> 0 RAMPS, GRADE INTERSECTIONS AND DRIVEWAYS. <br /> (2)THIS SPACINGG MAY BE REDUCED IN URBAN AREAS TO FIT <br /> El Garcia Market <br /> 16TH ST. 10, 40 60 90 90 150 170 190 200 220 ROADWAY CONDITIONS. <br /> OA Q � USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. <br /> v �AutOZone Auto <br /> Auto parts store CHANNELIZATION DEVICE BUFFER DATA <br /> SPACING feet <br /> Service Alternatives MPH TAPER TANGENT <br /> POLE #7 0 ]5/ <br /> 0/70 40 80 LONGITUDINAL BUFFER SPACE = B <br /> POLE #8 W a 45 30 60 SPEED (MPH) 25 30 35 40 45 5055 60 55 70 <br /> JOB #5509232 <br /> Broadway Auto Sales M 5/30 20 40 LENGTH (feet) 155 200 250 305 360 425 495 5T0 645 730 DESIGNED BY: CHECKED BY: <br /> Used Car dealer PANKAJ KUMAR SHARMA <br /> q D TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R AJBY.UMAR <br /> PED #7945 PED #7946 Safeway F'.' HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT SHARMA PLANSI6/211 <br /> PREPARED BY: <br /> 9.900 TO 22,000 lbs. > 22,000 lbs. <br /> < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH CHIC Consulting <br /> Prestige Auto Service N <br /> > and Tire Center 100' 123' 172' 74' 100' 150' 9095 Rio San Diego Dr.Ste 165 <br /> o San Diego,CA 92108-1694 <br /> (949) 250-0004/ FAX (949) 250-0006 <br /> SHEET: COVERSHEET <br />