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<br />TRAFFIC CONTROL NOTES:
<br />1. ALL SIGNS AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO
<br />THE CALIFORNIA MUTCD, 2014 REVISION 6.
<br />2. OPTION: THE "END ROAD WORK" (G20-2) SIGN MAY NOT BE USED IF THE
<br />END OF THE WORK ZONE IS OBVIOUS TO MOTORISTS OR FALLS WITHIN
<br />A LARGER PROJECT'S LIMITS.
<br />3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED
<br />WITH STANDARD ORANGE FLAGS. THEY SHALL NOT BLOCK THE SIGN
<br />FACE.
<br />4. WALKWAY AND ROADWAY SHOULDER WILL REMAIN OPEN FOR
<br />PEDESTRIAN TRAFFIC; THE CONTRACTOR IS RESPONSIBLE TO KEEP
<br />AREA CLEAR OF ANY CONSTRUCTION AND INSURE THE SAFETY OF THE
<br />PEDESTRIANS; CONTRACTOR SHALL INSTALL ANY BARRIERS, ETC.
<br />REQUIRED BY THE CALIFORNIA MUTCD, 2014 REVISION 6.
<br />5. CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL AND EMERGENCY
<br />TRAFFIC TO PARCELS ALONG CONSTRUCTION ROUTE AT ALL TIMES;
<br />UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH THE PARCEL
<br />OCCUPANT AND WITH THE APPROVAL OF THE ENGINEER. EVERY
<br />EFFORT SHALL BE MADE BY THE CONTRACTOR TO PERMIT ACCESS
<br />INTO PRIVATE DRIVEWAYS IMMEDIATELY AFTER CONSTRUCTION
<br />OPERATIONS ARE COMPLETE.
<br />CONSTRUCTION WORK IN THAT AREA. SHOULD THE CONSTRUCTION
<br />WORK NOT OCCUR ON THE SPECIFIED DAY, THE CONTRACTOR SHALL
<br />DISTRIBUTE NEW NOTICES.
<br />7. ALL SIGNS SHALL BE RETROREFLECTORIZED AND STANDARD SIZE.
<br />8. CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES,
<br />ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION
<br />9. WHEN CONSTRUCTION IS NOT BEING PERFORMED, ALL ROADWAYS
<br />SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE BY PLATING OPEN
<br />TRENCHES, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES USED
<br />FOR TRAFFIC CONTROL OR DETOUR. REFER TO THE SPECIAL
<br />PROVISIONS FOR FULL REQUIREMENTS WHEN USING STEEL PLATE
<br />BRIDGING.
<br />10. ALL TUBULAR MARKERS SHALL BE 36" MINIMUM HEIGHT AND CONES
<br />SHALL BE 28" MINIMUM HEIGHT; THEY SHALL BE RETROREFLECTORIZED
<br />IN ACCORDANCE WITH SECTIONS 6F.64 AND 6F.65, MUTCD 2014,
<br />REVISION6, FOR NIGHTTIME USE.
<br />11. ALL TRAFFIC CONES USED SHALL NOT EXCEED THE MAXIMUM SPACING
<br />AS GIVEN IN TABLE 6F-101(CA), MUTCD 2014, REVISION 6.
<br />TMJ �
<br />CMS:
<br />SEE NOTE 24 AND
<br />SHEET TC401
<br />G20-2 END
<br />cl IROADWORK
<br />CONSTRUCTION AREA SIGNS
<br />MANTH EY ROAD
<br />SCALE: 1" = 500'
<br />13. CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT
<br />MARKINGS, SIGNAGE, AND TRAFFIC SIGNAL LOOPS DAMAGED OR
<br />REMOVED DURING CONSTRUCTION, TO THE SATISFACTION OF THE
<br />ENGINEER.
<br />14. AFTER COMPLETION OF EACH DAY'S WORK, ALL OPEN TRENCHES
<br />SHALL BE COVERED WITH STEEL PLATE, OR BACKFILLED, COMPACTED
<br />AND AC PAVED FOR NORMAL TRAFFIC DURING NON WORKING HOURS.
<br />15. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR
<br />"ROUGH ROAD" SIGNS, IN ADVANCE OF STEEL PLATE BRIDGING.
<br />16. COVER AND/OR REMOVE (TEMPORARILY) CONFLICTING SIGNS,
<br />STRIPING, AND PAVEMENT MARKINGS.
<br />17. CONTRACTOR SHALL HAVE ALL TEMPORARY STRIPING, SIGNS, AND
<br />PAVEMENT MARKINGS, UTILIZED FOR TRAFFIC CONTROL, PROPERLY
<br />REMOVED TO THE SATISFACTION OF THE ENGINEER UPON
<br />COMPLETION OF CONSTRUCTION WORK.
<br />18. ADVISORY SPEED WILL BE 35 MPH MAXIMUM ORAS OTHERWISE
<br />DIRECTED BY CITY OR COUNTY TRAFFIC ENGINEERING OR
<br />INSPECTORS.
<br />12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY 19. ALL EXISTING SPEED LIMIT SIGNS WITHIN WORK ZONE SHALL BE
<br />6. THE CONTRACTOR SHALL POST "NO PARKING, TOW -AWAY" SIGNS ON ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED TO ASSURE PROPERLY COVERED UP DURING CONSTRUCTION AND RESTORED TO
<br />BARRICADES ALONG THE ROADWAY AT LEAST 48 HOURS PRIOR TO THE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ORIGINAL CONDITION AFTER CONSTRUCTION.
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<br />10/15/2021
<br />0 SOLICITATION SET
<br />NO. DESCRIPTION
<br />DESIGN BY MRC
<br />DRAWN BY MRC
<br />CHECK BY SKS
<br />HORIZONTAL DATUM
<br />CCS83, ZONE 3
<br />5 -OCT -21 VERTICAL DATUM
<br />DATE APPR. NAVD88
<br />YETTNER ROAD
<br />PROJECT LIMITS
<br />CMS:
<br />SEE NOTE 24 AND
<br />SHEET TC401
<br />5
<br />END 0-2
<br />ROADWORK�-C,],)
<br />20. FLASHING ARROW SIGNS SHALL BE EITHER TYPE I OR TYPE II.
<br />21. PERMANENT ROADWAY SIGNS THAT WERE TEMPORARILY REMOVED
<br />DURING CONSTRUCTION, SHALL BE RESTORED TO THEIR ORIGINAL
<br />LOCATION.
<br />22. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR THE
<br />REMOVAL AND REPLACEMENT OF ALL ROADWAY SIGNS, PRIOR TO AND
<br />AFTER CONSTRUCTION.
<br />23. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY/COORDINATE
<br />WITH THE CITY OF STOCKTON, CALTRANS, NEIGHBORING RESIDENTS,
<br />POLICE, HIGHWAY PATROL, SHERIFF, FIRE, TRANSIT(RTD), SCHOOL
<br />DISTRICT AND VARIOUS UTILITY COMPANIES PRIOR TO BEGINNING ANY
<br />TRAFFIC CONTROL AND CONSTRUCTION.
<br />24. MINIMUM OF TWO CMS (CHANGEABLE MESSAGE SIGN) BOARDS WILL BE
<br />USED FOR DURATION OF PROJECT. USE CMS BOARDS TO NOTIFY THE
<br />PUBLIC OF PROJECT COMMENCEMENT AT LEAST ONE WEEK IN
<br />ADVANCE OF WORK.
<br />DRAWING SCALE
<br />AS SHOWN
<br />ORIGINAL DRAWING SCALE
<br />0 1/2" 1 "
<br />1
<br />�W20-
<br />;lA
<br />ROAD
<br />WORK
<br />AH EAD
<br />CMS:
<br />SEE NOTE 24 AND
<br />SHEET TC401
<br />F-�
<br />SIGN PANEL SIZE (MIN) LEGEND
<br />D 36" x 36" STATIONARY SIGN
<br />® CONSTRUCTION AREA
<br />36" x 18" W20-1 TRAFFIC CONTROL SIGN CODE
<br />CHANGEABLE MESSAGE SIGN
<br />(CMS)
<br />VA LIVERMORE REALIGNMENT AND CLOSURE
<br />DATE
<br />K
<br />K`JELDSEN
<br />711 N. Pershing Avenue
<br />MEDICAL FACILITY
<br />15 OCT. 2021
<br />S
<br />S I N N O C K
<br />Stockton, CA 95203
<br />MANTHEY ROAD WIDENING
<br />SHEET IDENTIFICATION
<br />N
<br />N E U D E C K
<br />209-946-0268
<br />1550 Harbor Blvd., Suite 212
<br />CONSTRUCTION AREA SIGNS
<br />TC101
<br />If`1C.
<br />CIVIL ENGINEERS &LAND SURVEYORS
<br />West Sacramento, CA 95691
<br />MANTH EY ROAD
<br />SHEET 17 OF 18
<br />www.ksninc.com
<br />916-403-5900
<br />KSN PROJECT FILE N0.
<br />2173-0400
<br />
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