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TABLE 1 <br />TABLE 2 TABLE 3 <br />TAPER LENGTH CRITERIA AND CHAN NEDZING DEVICE SPACING <br />LONGITUDINAL BUFFER SPACE AND GLASSER <br />ADVANCE WARNING SIGN SPACING <br />CHANNELIZING DEMAE SPACING <br />DOWNGRADE MIN P <br />MINIMUM TAPER LENGTHFOR WIDTH OF OFFSET 12 FTFAoMAXIMUM <br />sFFFo MIN ax ex �� <br />SPEED A) TANGENT 2L MERGING <br />SHIFTINGTa <br />SHOULDERE TAPER TANGENT CONFLIA <br />DISTANCE BETWEEN SIGNSMPH ' <br />FT FT FT FT <br />ROAD TYPEED A e c <br />T FT FT <br />115 115 120 125 <br />20 160 10 <br />40 <br />2E 20 40 10 <br />30 200 2. 215 227 <br />URBAN —25MPH 100 100 100 <br />OR LESS <br />21 210 121 <br />63 <br />42 21 10 12 <br />30 360 180 <br />10 <br />60 30 60 11 — <br />35 250 257 271 2.7 <br />31 490 241 <br />123 <br />82 31 70 17 <br />AN — 315 .3 35A <br />URBAN MORE 250 250 250 <br />THAN 25 MPH TO <br />PORCH <br />URBAN MORE 350 350 350 <br />41 1080 140 <br />270 <br />180 41 90 22 <br />50 .5 AN, P74 507— <br />10 1200 600 <br />300 <br />200 10 100 21 <br />55 .5 5. ME3 593— <br />11 1320 660 <br />330 <br />220 10 100 21 <br />Go 5. AEG FwG <br />THAN 40 MPH <br />60 1440 720 <br />360 <br />240 10 100 21 <br />RURAL 500 500 500 <br />— <br />G 72. 7.5 <br />61 1160 780 <br />390 <br />260 10 100 21 <br />I -u i <br />21fEXPRESSWAY/ <br />1000 1500 2040 <br />REEWAY <br />- FOR OTHER OFFSETS, USETHE FOLLOWING MERGING TAPER LENGTH FORMULAFORL <br />- SPEED IS POSTED SPEED LIMIT, OFF PEAK 85H PERCENTILE <br />- THE DISTANCES ARE APPROXIMATE, ARE <br />FOR SPEED OF 40 MPH OR LESS, L -W9,00 <br />SPEED PRIOR TO WORK STARTING, OF THE ANTICIPATED <br />INTENDED FOR GUIDANCE PURPOSES ONLY, AND <br />FOR SPEED OF 45 MPH OR MORE L -WS <br />OPERATING SPEED IN NPH <br />SHOULD BE APPLIED WITH ENGINEERING <br />WHERE L- TAPER LENGTH IN FEET <br />- LONGITUDINAL BUFFER SPACE OR FLAGGED STATION <br />JUDGMENT. THESE DISTANCES SHOULD BE <br />W - WIDTH of OFFSET IN FEET <br />SPACING <br />ADJUSTED BYTHE ENGINEER FOR FIELD <br />S - POSTED SPEED LIMIT OFF-PEAK 85T&PERCENTILE SPEED OP ORTO WORK STARTING, OR THE ANTICIPATED OPERATING <br />CONDITIONS, IF NECESSARY, BY INCREASING OR <br />SPEED IN MPH <br />GGE STEEPER THAN -3 <br />NGERED <br />DECREASINGTHE RECOMMENDED DISTANCES. <br />THAN 1MIL <br />PERCENT AND LONGER THAN 1 MILE <br />PERCENT AND <br />USE FORTHETAPERAND TANGENT SECTIONS WHERETHEREARE NO PAYMENT MARKINGS <br />ORWHERE THERE IS ACONFLICT BETWEEN EXISTING PAVEMENT MARKINGSAND CHANNEUZERS (CA) <br />1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL <br />DEVICES. <br />2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE <br />WORK AREA <br />CONTRACTOR'S OPERATION. THIS REPAIR SHALL INCLUDE ALL CONSTRUCTION AN MATERIALS TO RESTORE THE SITE TO EXISTING <br />CONDITIONS. <br />WATERWALL <br />3. EACH ADVANCED WARNING SIGN ON EACH SIDE OF THE ROADWAY SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS, FLASHING BEACONS <br />J <br />SHALL BE PLACED AT THE LOCATION INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. <br />SIGN <br />4. ALL WORKERS SHALL BE EQUIPPED WITH REFLECTIVE VESTS AND HARD HAT. ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A C28 <br />1 <br />"STOP/SLOW' PADDLE AND SHALL BE TRAINED IN PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. <br />0 RAIL TYPE (K) <br />5. ANY CONFLICTING SIGNS WILL BE COVERED FOR THE LENGTH OF THE JOB. <br />6. CONTRACTORS SHALL MAINTAIN EMERGENCY VEHICLES AND DRIVEWAY ACCESS AT ALL TIMES. <br />CONE LINE <br />7. SITE -SAFE TRAFFIC SAFETY AND SIGNS, INC. ASSUME NO LIABILITY WHEN CONTRACTOR DOES ITS OWN SET UP OR MAKES CHANGES TO <br />THE ORIGINAL TRAFFIC CONTROL PLAN. <br />8. STATE ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. <br />TYPE I BARRICADE <br />9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREA WHICH ARE NOT COVERED BY THESE TRAFFIC CONTROL <br />PLANS. <br />10. PLANS ARE ACCURATE FOR TRAFFIC CONTROL ONLY. <br />TYPE III BARRICADE <br />11. CONTRACTOR SHALL SECURE THE EXCAVATED AREA(S) DURING NON -WORKING HOURS, VIA FENCING AND OR STEEL PLATES. <br />12. "NO PARKING" SIGNS WILL BE PLACED 72 HOURS BEFORE WORK BEGINS. <br />13. CALTRANS, THE LOCAL FIRE DEPARTMENT, SHERIFF/POLICE DEPARTMENT, CALIFORNIA HIGHWAY PATROL, LOCAL SCHOOL DISTRICT, <br />MANHOLE <br />TRANSIT SERVICE PROVIDERS AND THE UNITED STATES POSTAL SERVICE SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY CONSTRUCTION <br />WORK. <br />DESIGNED BY: CITY/ STREET NAME: DATE: SCALE: <br />NOT <br />NATALIE <br />TRACY 4/3/2024 TO <br />SCALE <br />E-MAIL: npatton@sstss.net <br />TRAVEL WAY <br />10' MIN PLAN NO. 10640 <br />SHEET: 1 OF 2 <br />