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GENERAL NOTES: <br />1. MAINTAIN A FULL AND CLEAR OPEN LANE TEN (I R+) FOOT MINIMUM DURING CONSTRUCTION HOURS. KEEP <br />ACCESS FOR EMERGENCY VEHICLES, PUBLIC SERVICES, REGIONAL TRANSIT, BUSINESS AND RESIDENTS MAINTAINED AT <br />ALL TIMES. ALL LANES SHALL BE OPEN DURING NONWORKING HOURS. <br />2. SIGN SPACING AND TAPERS BASED ON 25 MPH = 100', 35 MPH = 250, 45 MPH = 3SR- SORT REFER TO AND USE <br />CA/MUTCD 03/10/2023, REV7, CALTRANS STANDARD PLANS MANUAL AS A MINIMUM STANDARD AND BE IN COMPLIANCE <br />WITH LOCAL CITY/COUNTY/STATE REQUIREMENTS. REMOVE OR COVER CONFLICTING SIGNS. <br />3. MUST ALWAYS MONITOR AND MAINTAIN TRAFFIC CONTROL ZONES AT ALLTIMES. ALL TEMPORARY TRAFFIC CONTROL <br />DEVICES SHALL NOT BLOCK ORIMPAIR HYDRANTS AND/OR DRIVEWAYS/BUS STOPS. <br />4. ALL SIGNAGE AND CHANNELIZERS TO BE VISIBLE TO APPROACHING MOTORISTS FOR A MINIMUM OF 1000'. NIGHT <br />WORK: ALL SIGNAGE AND CHANNELIZERS TO BE NIGHT VISIBLE RETROREFLECTNE TO APPROACHING MOTORISTS FOR A <br />MINIMUM OF 1000' FEET. SIGNAGE IS TO BE FLAGGED AND/OR LIGHTED. SIGNS SHALL BE DESIGNED AND COMMERCIALLY <br />MANUFACTURED IN ACCORDANCE WITH THE MOST RECENT CALTRANS STANDARD SPECIFICATIONS AND THE CA/MUTCD. <br />S. THE LOCATION OF THE SIGNS SHOWN ON THIS ILLUSTRATION ARE GUIDELINES AND ACTUAL LOCATIONS WILL DEPEND <br />UPON ALIGNMENT (CURVES), GRADE (HILLS), LOCATION OF STREET INTERSECTIONS AND 85TH PERCENTILE / POSTED SPEED <br />LIMITS / PRIMA FACIE. TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE REMOVED OR COVERED DURING NONWORKING <br />HOURS. FIELD ADJUST AS NEEDED BY THE TRAINED TRAFFIC CONTROL SUPERVISOR AND/OR CONTROLLING AUTHORITY <br />6. ALL OPEN EXCAVATIONS DURING NONWORKING 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 (WB -1), STEEL PLATE AHEAD (WB -24) AND/OR OPEN <br />TRENCH (C27) AS NEEDED, REQUIRED OR DIRECTED. <br />7. POST TOW AWAY -NO STOPPING SIGNS WITH DATES AND/OR TIMES SEVENTY-TWO (72) HOURS PRIOR TO THE START OF <br />WORK. REMOVE OR REDUCE CONTROL ZONE WHEN THE WORK AREA NO LONGER AFFECTS THAT AREA OF THE ROADWAY. <br />S. PEDESTRIANS TO BE DETOURED AROUND THE WORK AREA IN A SAFE ADA COMPLIANT MANNER AND IN A FASHION <br />WHERE THEY DO NOT TRAVERSE PRIVATE PROPERTY (WRITTEN PERMISSION REQUIRED WHEN POSTING SIGNAGE ON PRIVATE <br />PROPERTY) OR ARE DIRECTED INTO TRAVELWAY. EACH PROJECT SHALL BE REVIEWED TO ENSURE THAT COMPLETE, SAFE, <br />USABLE AND ACCESSIBLE PATHS -OF -TRAVEL ARE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. <br />9. FLAGGER TO BE COMPETENT, TRAINED AND QUALIFIED/CERTIFIED PER CAL 0SHA/CALTRANS REGULATIONS, AMERICAN <br />TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA), NATIONAL SAFETY COUNCIL (NSC). FLAGGERS TO MAINTAIN VISUAL AND/OR <br />RADIO CONTACT AT ALL TIMES. EACH FLAGGER SHALL BE ILLUMINATED BY LIGHT PLANT DURING HOURS OF DARKNESS. <br />10. NOTIFY AND COORDINATE WITH CITY / COUNTY/ STATE TRAFFIC ENGINEER WHEN ANY WORK IS PERFORMED WITHIN <br />VIVO HUNDRED FEET (200') OF ANY SIGNALIZED INTERSECTION. <br />11. NOTIFY POLICE DEPARTMENTS, FIRE DEPARTMENTS, PUBLIC SERVICES, REGIONAL TRANSIT, BUSINESS AND/OR RESIDENTS <br />PRIOR TO ANY SHOULDER CLOSURE, LANE CLOSURE AND/OR ROAD CLOSURE. <br />12. NO CONSTRUCTION EQUIPMENT ALLOWED IN THE BUFFER ZONE AND/OR THE TRANSITION AREA AT ANY TIME. <br />13. ADVANCE WARNING SIGNAGE SHALL BE SIZES 48" X 48", ON ORANGE BACKGROUND WITH BLACK LETTERING. <br />14. CHANNELING DEACES, INDIVIDUAL SPACING AND TAPER LENGTHS ARE BASED ON THE APPROPRIATE MEASUREMENTS <br />RESPECTIVE TO THE CHART (SEE CHART A LISTED WITHIN THESE PLANS). <br />WORKING DAYS: MONDAYTHRU SATURDAY <br />Ir'l <br />PEDESTRIAN MITIGATION <br />CA/MUTCD ABLE6C-1,2,3&4 BASED UPON 10-11'-12OFSETS. ADJUSTIF DIFFERENT <br />LEGEND <br />WORKING HOURS <br />erging Taper Shifting Taper <br />100-11'-12' 10'-11'-12' <br />Shoulder Taper <br />10'-11'-12' <br />PEDESTRIANS WILL BE ESCORTED THROUGH AND/OR <br />^� <br />SIGN FLAGS <br />AROUND WORK AREA BY CONTRACTOR IN A SAFE MANNER. <br />T <br />SIGN SYMBOL <br />NON -WORKING HOURS <br />FOUR (4') FOOT MINIMUM CLEAR PATHWAY EXCLUSIVE OF <br />® <br />WORK AREA <br />CHANNELIZERS. PATHWAY SURFACE SHALL BE LEVEL AND <br />50'-55'-60' <br />69'-75'-82' <br />200' <br />250' <br />NOT HAVE A SLOPE GREATER THAN 12: 1 NOR CROSS <br />40 <br />FLASHING ARROW SIGN <br />SLOPE GREATER THAN 2%. THE SURFACE OF THE PATH <br />89'-98'-107' <br />TRAFFIC LIGHT <br />SHALL BE FIRM, STABLE AND SLIP RESISTANT. THE <br />50'-500' <br />PATHWAY SHALL BE CONSTRUCTED OF CONCRETE, <br />CHANNELIZING DEVICE <br />ASPHALT, NON SLIP PLYWOOD, NON -SLIP STEEL PLATE OR <br />50 <br />00' <br />EQUIVLANT. SURFACE DISCONTINUITIES SHALL NOT <br />EXCEED ONE-HALF (1/2") INCH MAXIMUM. <br />55 <br />00' <br />CHART <br />CA/MUTCD ABLE6C-1,2,3&4 BASED UPON 10-11'-12OFSETS. ADJUSTIF DIFFERENT <br />Taper L Speed <br />EourmulaMpH <br />Sign <br />1n <br />erging Taper Shifting Taper <br />100-11'-12' 10'-11'-12' <br />Shoulder Taper <br />10'-11'-12' <br />Buffer <br />Space <br />Cone;pacing <br />Ta er Conflict <br />25 <br />100� <br />105'-115'-125' 53'-58'-63' <br />35'-39'42' <br />155' <br />25' 12' <br />2 =�. 2 30 <br />60 35 <br />250' <br />250' <br />150'-165'-180' 76-83-90' <br />205'-225'-245' 103-113-123' <br />50'-55'-60' <br />69'-75'-82' <br />200' <br />250' <br />30' 15' <br />35' 17' <br />40 <br />250-350' <br />267'-294'-320' 134'-147'-160' <br />89'-98'-107' <br />305' <br />40' 20' <br />50'-500' <br />50 <br />00' <br />55 <br />00' <br />60 <br />480-720' <br />600' 660'-720' 300'-330' 360' <br />200'-220'-240' <br />570' <br />60' 30' <br />65 <br />1850' <br />650'-715'-780' 325'-358'-390' <br />217'-238'-260' <br />645' <br />65' 32' <br />70 <br />1 200' <br />700'-770'-840' 350'-385'-420' <br />233'-257'-280' <br />1 730' <br />1 70' 1 35' <br />BOTH ARE BASED ON 85TH PERCENTILE <br />OR IF NOT AVAILABLE,THEN USE THEI <br />POSTED SPEED EMIT <br />S=SPEED CONES SHOWN ON THE TEMPLATES ARE FOR ILLUSTRATIONS <br />- TAPER LENGTH PURPOSES ONLY. EXACT NUMBER OF CON IS REQUIRED <br />W- WIDTH O FFSET WIDTH OF PATH OF TRAVEL SHALL BE BASED ON ACTUAL FIELD CON EDITION S, ECT <br />IK WEST VALLEY START DATE: ��II�� �—` rcBvL.U.o <br />W CONTRACTOR: WEST VALLEY CONTRUCTION TW—`r_r� � <br />2 CONSTRUCTION TIME: 8:OOAM-5:OOPM /CIIf.IIIX REV DESCRIPTIONS BY DATE <br />W 2655 E. MINERAVE DURATION: AGENCY: COUNTY OF SAN JOAQUIN/CITY OF STOCKTON SUPPLY WaE r <br />vx <br />4680 WEST CAPITOL AVE <br />EV <br />�?� <br />STD: (209) C3-6812 DWG: GENERAL NOTES LOCATION: VARIOUS LOCATIONS WEST SACRAMENTO, CA 95691 �x <br />TEL: (209)639-6812 DATE: 6/26/23 (916)920-3304 )edo <br />FAX: (209)639-1107 WVy-2 DRAWING NOT TO SCALE <br />ENGINEERS DISCLAIMER ' THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS IT YJAS PREPARED IN CONFORMANCE wrtM TRAFFIC CONTROL STANDARDS ESTABLISHED BY OUTDID & LOCAL AUTHORITIES <br />THE ADJUSTMENTS MAYBE REQUIRED BY LOCALIZED ANEVOR TEMPORARY TRAFFIC CONDITIONS PREPARER ASSUMES NO LABILITY FOR ANY ACCIDENT, INJURY OF DEATH o2URING FROM THE USE OF THIS PLAN. <br />