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1. MAINTAIN A FULL AND CLEAR OPEN LANE TEN (10'+) FOOT MINIMUM DURING CONSTRUCTION HOURS. KEEP ACCESS FOR <br />EMERGENCY VEHICLES, PUBLIC SERVICES, REGIONAL TRANSI T, BUSINESS AND RESIDEN TS MAIN TAINED AT ALL TIMES. <br />ALL LANES SHALL BE OPEN DURING NON-WORKING HOURS. <br />2. REFER TO AND USE CA/MUTCD 03/10/2023, REV7, CALTRANS STANDARD PLANS MANUAL AS A MINIMUM STANDARD AND <br />BE IN COMPLIANCE WI TH LOCAL CI T Y/COUN T Y/STATE REQUIREMENTS. REMOVE OR COVER CONFLICTING SIGN S. <br />3. MUST ALWAYS MONITOR AND MAINTAIN TRAFFIC CON TROL ZONES AT ALL TIMES. ALL TEMPORARY TRAFFIC CO NTROL <br />DEVICES SHALL NOT BLOCK OR IMPAIR HYDRAN TS AND/OR DRIVEWAYS/BUS STOPS. <br />4. ALL SIGNAGE AND CHANNELIZERS TO BE VISIBLE TO APPROACHING MOTORISTS FOR A MINIMUM OF 1000'. N IGH T WORK: <br />ALL SIGNAGE AND CHANNELIZERS TO BE NIGH T VISIBLE RETROREFLECTIVE TO APPROACHING MOTORISTS FO R A MINIMUM <br />OF 1000' FEET. SIGNAGE IS TO BE FLAGGED AND/OR LIGHTED. SIGNS SHALL BE DESIGNED AND COMMERCI ALLY <br />MANUFACTURED IN ACCORDANCE WI TH THE MOST RECEN T CALTRANS STANDARD SPECIFICATIONS AND THE CA/MUTCD. <br />5. THE LOCATION OF THE SIGNS SHOWN ON THIS ILLUSTRATION ARE GUIDELINES AND ACTUAL LOCATIONS WILL DEPEND UPON <br />ALIGNMENT (CURVES), GRADE (HILLS), LOCATION OF STREET IN TERSECTIONS AND 85TH PERCEN TILE / POSTED SPEED <br />LIMITS/PRIMA FACIE. TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE REMOVED OR COVERED DURING NON -WORKING HOURS. <br />FIELD ADJUST AS NEEDED BY THE TRAINED TRAFFIC CONTROL SUPERVISOR AND/OR CON TROLLING AUTHORI T Y. <br />6. ALL OPEN EXCAVATIONS DURING NON-WORKING HOURS ARE TO BE SECURED WITH A NON-SKID STEEL PLATE, FENCED <br />AND/OR BACKFILLED. SHOULDERS TO HAVE A 4:1 SLOPE. PLACE BUMP (W8-1), UNEVEN LANES (W8-11), STEEL PLATE AHEAD <br />(W8-24) AND/OR OPEN TRENCH (C27) AS NEEDED, REQUIRED OR DIRECTED. <br />7. POST TOW AWAY-NO STOPPING SIGNS WITH DATES AND/OR TIMES SEVEN T Y -T WO (72) HOURS PRIOR TO THE START OF WORK . <br />REMOVE OR REDUCE CONT ROL ZONE WHEN THE WORK AREA NO LONGER AFFECTS THAT AREA OF THE ROADWAY. <br />8. PEDESTRIANS TO BE DETOURED AROUND THE WORK AREA IN A SAFE ADA COMPLIAN T MANNER AND IN A FASHI ON WHERE <br />THEY DO NOT TRAVERSE PRIVATE PROPERT Y (WRI T TEN PERMISSION REQUIRED WHEN POSTING SIGNAGE ON P RIVATE <br />PROPERT Y) OR ARE DIRECTED IN TO TRAVELWAY. EACH PROJECT SHALL BE REVIEWED TO ENSURE THAT COMP LETE, SAFE, <br />USABLE AND ACCESSIBLE PATHS-OF-TRAVEL ARE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. <br />10. NOTIF Y AND COORDINATE WITH CI T Y / COUNT Y / STATE TRAFFIC ENGINEER WHEN ANY WORK IS PERFORMED WITHIN T WO <br />HUNDRED FEET (200') OF ANY SIGNALIZED IN TERSECTION. <br />11. NOTIF Y POLICE DEPARTMENTS, FIRE DEPARTMENTS, PUBLIC SERVICES, REGIONAL TRANSIT, BUSINESS AND /OR RESIDENTS <br />AT LEAST FIVE (5) WORKING DAYS PRIOR ANY SHOULDER CLOSURE, LANE CLOSURE AND/OR ROAD CLOSURE. <br />12. NO CONSTRUCTION EQUIPMEN T ALLOWED IN THE BUFFER ZONE AND/OR THE TRANSITION AREA AT ANY TIME. NO STORAGE <br />OF CONSTRUCTION MATERIALS AND EQUIPMEN T OUTSIDE THE DESIGNATED WORK AREA AS INDICATED ON THE TRAFFIC <br />CON TROL PLAN AND SHALL BE DONE IN MANNER NOT TO CREATE VISIBILIT Y OBSTRUCTIONS TO THE MOTORI NG PUBLIC. <br />13. ADVANCE WARNING SIGNAGE SHALL BE SIZES 48" X 48", ON ORANGE BACKGROUND WI TH BLACK LET TERING. <br />14. CHANNELING DEVICES, INDIVIDUAL SPACING AND TAPER LENGTHS ARE BASED ON THE APPROPRIATE MEASURE MEN TS <br />RESPECTIVE TO THE CHART (SEE CHART A LISTED WITHIN THESE PLANS). <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />S = SPEED <br />L = TAPER LENGTH <br />W = WIDTH OFFSET WIDTH OF PATH OF TRAVEL <br />100' <br />250' <br />250' <br />250' -350' <br />350' -500' <br />500' <br />500' <br />480' -720' <br />1850' <br />2000' <br />CA/MUTCD(TABLE 6C-1,2,3&4) BASED UPON 10'-11'-12' OFSETS. ADJUST IF DIFFEREN T <br />SIGN <br />SPACING <br />MERGING TAPER <br />10' 11' 12' <br />SHIF TING TAPER SHOULDER TAPER BUFFER <br />SPACE TAPERSPEED <br />CHART A <br />70 <br />65 <br />60 <br />55 <br />50 <br />45 <br />570' <br />645' <br />730' <br />60' <br />65' <br />70' <br />30' <br />32' <br />35' <br />155' <br />200' <br />250' <br />305' <br />360' <br />425' <br />495' <br />25' <br />30' <br />35' <br />40' <br />45' <br />50' <br />50' <br />12' <br />15' <br />17' <br />20' <br />22' <br />25' <br />25' <br />CONES SHOWN ON THE TEMPLATES ARE FOR ILLUSTRATIONS <br />PURPOSES ONLY. EXACT NUMBER OF CONES REQUIRED <br />SHALL BE BASED ON ACTUAL FIELD CONDITIONS, ECT.... <br />25 <br />30 <br />35 <br />40 <br />BASED ON 85TH PERCEN TILE OR <br />IF NOT AVAILABLE, THEN USE THE <br />POSTED SPEED LIMI T <br />10' 11' 12'10' 11' 12' <br />105'115'125' <br />150'165'180' <br />205'225'245' <br />267'294 320' <br />450'495'540' <br />500'550'600' <br />550'605'660' <br />600'660'720' <br />650'715'780' <br />700'770'870' <br />75'83'90' <br />103'113'123' <br />134'147'160' <br />225'248'270' <br />250'275'300' <br />303'330'275 <br />300 330'360' <br />325'358'390' <br />350'385'420' <br />35'39'42' <br />50'55'60' <br />69'75'82' <br />89'98'107' <br />150'165'180' <br />167'184'200' <br />184'202'220' <br />200'220'240' <br />217'238'260' <br />233'257'280' <br />53'58'63' <br />TANGEN T CONFLICT <br />120' <br />130' <br />140' <br />50' <br />60' <br />70' <br />80' <br />90' <br />100' <br />110' <br />CONE SPACING <br />L=WS <br />60 <br />2 <br />TAPER L <br />FORMULA <br />L=WS <br />GENERAL NOT ES: <br />SPEED <br />CHART B: STOPPING SIGHT DISTANCE ON A DOWNGRADE <br />0%(MPH) <br />65 <br />60 <br />55 <br />50 <br />45 <br />570' <br />645' <br />495' <br />425' <br />360' <br />305' <br />250' <br />200' <br />155' <br />40 <br />35 <br />30 <br />25 <br />115' <br />75 <br />730' <br />820' <br />598' <br />682' <br />520' <br />446' <br />378' <br />315' <br />257' <br />205' <br />158' <br />116' <br />771' <br />866' <br />638' <br />728' <br />553' <br />474' <br />400' <br />333' <br />271' <br />215' <br />165' <br />120' <br />825' <br />927' <br />686' <br />785' <br />593' <br />507' <br />427' <br />354' <br />287' <br />227' <br />173' <br />126' <br />891' <br />1003' <br />-3%-6%-9% <br />75 <br />70 <br />65 <br />55 <br />20 <br />4680 WEST CAPITOL AVE <br />WEST SACRAMENTO, CA 95691 <br />(916) 920-3304 <br />CONTRACTOR: <br />AGENCY: <br />LOCATION: <br />SCALE: <br />EMERGENCY <br />CONTACT: <br />REV DESCRIP TIONS BY DATE SHEET NO: AMERICAN TRAFFICSAFETY <br />S <br />E <br />RVICESASSOCIATIONPHIL M. SPONABLE <br />#00225176 <br />EXP-01/19/2025 <br />REGISTERED <br />PROFESSIONAL <br />A NOTES DR 9/21/23 <br />B NOTES DR 9/21/23 <br />C NOTES DR 9/21/23 <br />Ed Duffy 650-627-4260 renovattioconstruction@gmail.com <br />START DATE: <br />WORK HOURS: <br />DURATION: <br />DWG: <br />DATE: <br />JOB #: <br />GENERAL NOTES <br />DISCLAIMER: THIS PLAN IS FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS. IT WAS PREPARED IN CONFORMAN CE WITH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MUTCD & LOCAL AUTHORITY. FEILD ADJUSTMENTS MAY BE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILI TY FOR ANY ACCIDENT, INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN. <br />12/22/23 <br />CHAD DESSERT <br />(209) 649-2464 <br />CDESSERT@PRESTONPIPELINES.COM <br />SAN JOAQUIN COUN T Y <br />DODDS RD <br />DRAWING NOT TO SCALE <br />PRESTON PIPELINES <br />3780 COMMERCE DRIVE <br />WEST SACRAMEN TO, CA 95691 <br />PHONE: (916) 386-1500 <br />FAX: (916) 386-7531 <br />REVISIONS DRD-22-253