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TRAFFIC CONTROL GENERAL NOTES:
<br />I. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS AND PROCEDURES SHALL COMPLY WITH
<br />LOCAL JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
<br />(MUTCD), LATEST EDITION, WHICHEVER 15 MORE STRINGENT.
<br />2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE.
<br />3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, CONES, BARRICADES, ETC. SHALL
<br />BE PLACED AS SHOWN ON PLANS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES
<br />AND SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES.
<br />4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIANS, AND WORKERS
<br />SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) -
<br />PART VI 'TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL REQUIREMENTS UNLESS
<br />OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS, AND SHALL BE APPROVED BY THE
<br />APPROPRIATE HIGHWAY AUTHORITY HAVING JURISDICTION.
<br />5. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE EXTENDED TO ADJUST FOR
<br />REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL CURVATURE OF THE ROADWAY AND FOR
<br />ACTUAL TRAFFIC SPEEDS IF IN EXGE55 OF P05TED SPEED LIMITS.
<br />6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR TOTAL LENGTH.
<br />7. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE (E) TRAFFIC SIGNAL SYSTEMS SHALL
<br />BE BAGGED OR COVERED.
<br />8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT REFLECTORS WHICH
<br />CONFLICT WITH THE (N) TRAFFIC CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED.
<br />ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH PRE -CONSTRUCTION CONDITION
<br />AFTER COMPLETION OF WORK.
<br />q. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY JURISDICTION AND PROVIDE
<br />ADDITIONAL 'FLAGMEN" OR POLICE SUPERVISION, IF REQUIRED.
<br />10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY SHALL BE BACKFILLED AND PLACED
<br />ON A MINIMUM 6H -IV SLOPE PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS WITHIN
<br />THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR PRECAST CONCRETE CURB BARRIER
<br />CONSTRUCTION BARRIER SET TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN
<br />TRAFFIC.
<br />II. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL MAKE PROV15IONS FOR
<br />MAINTAINING PEDESTRIAN AND WORKER CROSSING LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE
<br />CODES AND OSHA REQUIREMENTS.
<br />12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS SHALL BE IN ACCORDANCE WITH
<br />MUTCD AND WILL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION.
<br />13. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES IN THE BUFFER SPACE OR THE
<br />ROLL AHEAD SPACE.
<br />14. DRIVEWAYS AND/OR 51DE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING
<br />SIGN SHALL BE PROVIDED WITH AT LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM.
<br />15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE AUTHORITY
<br />HAVING JURISDICTION PROVIDED THEY COMPLY WITH MUTCD.
<br />16. THE SPACING BETWEEN CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, AND BARRICADES
<br />SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED
<br />FOR TAPER CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED LIMIT IN
<br />MPH WHEN USED FOR TANGENT CHANNELIZATION.
<br />17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR TRAFFIC OUT OF THE
<br />INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION DEVICES SHOULD BE EXTENDED A
<br />D15TANCE IN FEET OF 2.0 TIMES THE SPEED LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE
<br />TRANSITION AREA.
<br />18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS:
<br />L- WS'/60 (40 MPH AND HIGHER) OR L2- W5 (OVER 40 MPH),
<br />WHERE W= OFFSET WIDTH (FT), 5= TRAFFIC SPEED (MPH).
<br />Iq. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES DURING WORK
<br />HOURS. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS
<br />LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS/OPERATORS.
<br />20. FLASHING YELLOW BEACONS SHALL BE USED ON ALL W20-1 SIGNS AND ALL TYPE II BARRICADES
<br />GUARDING THE WORK AREA OVERNIGHT.
<br />21. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.
<br />22. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED
<br />PRIOR TO COMMENCING CONSTRUCTION. WHEN ROAD WORK SPEED LIMIT SIGN 15 PROPOSED (I.E.,
<br />C17), THE CONTRACTOR SHALL COVER ALL CONFLICTING REGULATORY SPEED LIMIT SIGNS.
<br />23. THE CONTRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS AT ALL TIMES.
<br />PLAN NOTES:
<br />I. PLANS DEPICTED ARE GENERAL GUIDELINES FOR TEMPORARY
<br />mCLOSED
<br />VEHICULAR TRAFFIC CONTROL PLANS (TCP) TO INCLUDE
<br />G20-2
<br />PEDESTRIAN AND WORKER SAFETY. CONTRACTOR 15 REQUIRED
<br />SYMBOL INDEX (TYP.�
<br />TO HAVE PREPARED A SITE-SPECIFIC TCP FOR REVIEW AND
<br />APPROVAL BY THE HIGHWAY AUTHORITY HAVING JURISDICTION.
<br />IF REQUIRED, THE FIRM PREPARING THE TCP SHALL BE
<br />AUTHORIZED OR CERTIFIED BY THE AUTHORITY HAVING
<br />- CONE OR DELINEATOR
<br />JURISDICTION.
<br />2. EXTEND CHANNELIZATION DEVICES INTO SHOULDER WHERE
<br />APPLICABLE.
<br />- WORK AREA
<br />3. DISTANCES AS INDICATED IN TABLE 1 SHOULD BE INCREASED
<br />FOR CONDITIONS THAT WOULD AFFECT STOPPING. DISTANCE
<br />SUCH AS DOWNGRADES OR LIMITED SIGHT DISTANCES.
<br />DISTANCES CAN BE DECREASED FOR LOW -SPEED
<br />(RESIDENTIAL) AREAS WITH APPROVAL BY THE AUTHORITY
<br />- FLAGGER
<br />HAVING JURISDICTION. NIGHT-TIME WORK 15 PROHIBITED
<br />0�
<br />UNLESS IT 15 REQUIRED AS A CONDITION OF APPROVAL BY
<br />THE HIGHWAY AND LOCAL AUTHORITY HAVING JURISDICTION.
<br />4. SHOULDER TAPERS SHOULD BE 1/3 OF THE ON -STREET TAPER
<br />- SIGN
<br />LENGTH.
<br />5. MAINTAIN A MINIMUM LANE WIDTH OF 101.
<br />- ROAD STEEL PLATE
<br />TEMPORARY TRAFFIC CONTROL SIGNS (TYP. )
<br />W4-2 C30A (CA) W20-4 WI -3 (LT) W3-4 C20 (RT)
<br />W24-1
<br />CqA (CA)
<br />W21-5
<br />W21-7
<br />M4-qa M4-qb
<br />C20 (BIKE) 14II-1 / W16-1
<br />Cl2 (CA)
<br />SIDEWAL
<br />AHEAD
<br />CROSS HERE
<br />Rq-I I
<br />C30
<br />WI -3 (RT)
<br />WI -4 (LT)
<br />R4-7
<br />• Lw
<br />5CII (MOD) WI -6 R3-1
<br />10 m cc
<br />W20 -I
<br />W6-4
<br />R3-7
<br />VEHICULAR TRAFFIC CONTROL PLAN
<br />R3-2
<br />SIDEWALK
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<br />AT*T MOBILITY
<br />5001 EXECUTIVE PARKWAY
<br />SAN RAMON, CA 94583
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<br />ENGINEERING & SURVEYING
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<br />23675 BIRTC14ER DRIVE
<br />LAKE FOREST, CA 82630
<br />DRAWN BY: dKMCHECKED BY:
<br />mCLOSED
<br />Rq-q
<br />G20-2
<br />W6-4
<br />R3-7
<br />VEHICULAR TRAFFIC CONTROL PLAN
<br />R3-2
<br />SIDEWALK
<br />�; at&t
<br />AT*T MOBILITY
<br />5001 EXECUTIVE PARKWAY
<br />SAN RAMON, CA 94583
<br />�U EK
<br />AIMATh
<br />ENGINEERING & SURVEYING
<br />�f
<br />23675 BIRTC14ER DRIVE
<br />LAKE FOREST, CA 82630
<br />DRAWN BY: dKMCHECKED BY:
<br />IT 15 A VIOLATION OF LAW FOR ANY PERSON,
<br />UNLESS THEY ARE ACTING UNDER THE
<br />DIRECTION OF A LICEN5ED PROFESSIONAL
<br />ENGINEER, TO ALTER T14I5 DOCUMENT.
<br />CRAN_RSFR_STOC2_011_RESUB
<br />IN THE PUBLIC R.O.W. ADJACENT TO:
<br />840 S CARDINAL AVE
<br />STOCKTON, CA 95215
<br />POLE #: TBD
<br />SHEET TITLE
<br />TRAFFIC CONTROL
<br />NOTES & SIGNS
<br />SHEET NUMBER
<br />TC -2
<br />24'x36' SCALE: NT5 i
<br />1007' SCALE: NITS 1
<br />0�
<br />r
<br />r• r r : •r r
<br />IT 15 A VIOLATION OF LAW FOR ANY PERSON,
<br />UNLESS THEY ARE ACTING UNDER THE
<br />DIRECTION OF A LICEN5ED PROFESSIONAL
<br />ENGINEER, TO ALTER T14I5 DOCUMENT.
<br />CRAN_RSFR_STOC2_011_RESUB
<br />IN THE PUBLIC R.O.W. ADJACENT TO:
<br />840 S CARDINAL AVE
<br />STOCKTON, CA 95215
<br />POLE #: TBD
<br />SHEET TITLE
<br />TRAFFIC CONTROL
<br />NOTES & SIGNS
<br />SHEET NUMBER
<br />TC -2
<br />24'x36' SCALE: NT5 i
<br />1007' SCALE: NITS 1
<br />
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