Traffic Control Plans
Utility Access, Repairs & Improvements
Road Closure
Rogers Road
City of Patterson, CA
Contractor:
Page No. 1 of 2
C COPYRIGHTED MATERIAL OF NATIONAL TRAFFIC DESIGNS.
ENGINEER & DESIGN DISCLAIMER: NATIONAL TRAFFIC DESIGNS TAKES NO RESPONSIBILITYS IN THE CASE OF ANY ACCIDENT, INJURY OR DEATH FROM THE USE OF THESE PLANS. NATIONAL TRAFFIC DESIGNS HAS PREPARED THESE PLANS AS A DRAFT TO BE USED IN THE DESCRETION OF THE CONTRACTOR & THOSE CERTIFIED ON SITE FOLLOWING ALL AGENCY GUIDLINES.
Buffer Space Taper
Formula
~ RECOMMENDED ADVANCED WARNING SIGN & CHANNILIZER SPACING (Table "A") MUTCD Table (6C-1,2,3,4 & 6F-101) Data Based On 10'-11'-12' Lane Offsets. Field Adjustments May Be Required.
L = Taper Length(ft). S = Posted Speed. W = Width Of Offset (ft) *Data Is Based On Peak 85th Percentile Speed Prior To The Start Of Work And/Or Anticipated Operating Speeds (MPH).
Posted Speed
Limit (mph)
25 30
35 40
45 50
55 60
65 Sign
Spacing
100'
250'
250'
250'
350'
500'
500'
1000'+
1000'+
53'- 58'- 63'
75'- 83'- 90'
103'- 113'- 123'
134'- 147'- 160'
225'- 248'- 270'
250'- 275'- 300'
275'- 303'- 330'
300'- 330'- 360'
325'- 358'- 390'
35'- 39'- 42'
50'- 55'- 60'
69'- 75'- 82'
89'- 98'- 107'
150'- 165'- 180'
167'- 184'- 200'
184'- 202'- 220'
200'- 220'- 240'
217'- 238'- 260'
Shoulder Taper
10'- 11'- 12'
Merging Taper
10'- 11'- 12'
105'- 115'- 125'
150'- 165'- 180'
200'- 225'- 245'
267'- 294'- 320'
450'- 495'- 540'
500'- 550'- 600'
550'- 605'- 660'
600'- 660'- 720'
650'- 715'- 780'
Max Cone Spacing
Taper
25'
Shifting Taper
10'- 11'- 12'
155'
200'
250'
305'
360'
425'
495'
570'
645'
Tangent Conflict
50' 12'
30' 60' 15'
35' 70' 17'
40' 80' 20'
45' 90' 22'
50' 100' 25'
55' 110' 27'
60' 120' 30'
65' 130' 32'
L = WS2
60 L = WS
1. These traffic control plans conform to the latest edition of the MUTCD manual & are intended for use by trained & licensed traffic controllers/supervisors, with the addition of proper traffic devices and the knowledge of using them at all times.
2. The location, spacing & placement of the signs/channelizers within these plans are guidelines and may differ from actual field setup/conditions, depending on Grade, Alignment, posted speed & intersections.
3. Contractor shall notify all affected by traffic setup including local fire & law enforcement, ambulance services, public services, residents & business within 72 hours before the start of any work.
11. Contact underground service alert (811) 48 hours prior to any underground work.
9. NIGHT WORK: All signage and channelizers shall be outfitted with retroreflective and meet the standards of the local agency or per MUTCD. Flashing Beacons/lights shall be used. Any flaggers shall meet code and be illuminated during non visible hours.
8. No Personal or equipment shall be within the buffer zone or transition areas at all times.
6. All signage shall conform to local agency standards or per the MUTCD manual. During non-working hours signage & channelizers shall be removed or covered.
4. All job sites shall appoint a designated person(s) to maintain & uphold that the traffic control is maintained to meet standards at all times and to provide any accommodations for non-motorists.
5. Pedestrian & disabled access shall be maintained at all times. Follow Local guidelines and/or MUTCD standards.
10.Temporary traffic control plans are valid only in conjunction with a permit issued by the public works department or the local controlling authority's. A temporary traffic control plan itself is not a permit to preform work.
7. A minimum 10' (ten feet) travel lanes must be maintained at all times.
GENERAL NOTES
www.NationalTrafficDesigns.com
P.O. Box 5193
Auburn CA, 95604
916.862.0599
Emergency Contact Information: Nolan Shultz 916-307-0606 [email protected]
EXHIBIT A
STOP RH Truck Access
ROAD
WORK
AHEAD
W20-1
100'
ROAD
CLOSED
R11-2
Work Area
STOP
500' 500'
W20-3
ROAD
CLOSED
AHEAD
W20-2
DETOUR
AHEAD
DETOUR
M4-10L
ROAD
CLOSED
M4-10L R11-2
R11-2
500'
ROAD
WORK
AHEAD
W20-1
Rogers Road
55 mph
Shift Taper 270'
LANE
CLOSED
C30
W11-1
W1-3R
SHARE
W16-1 THE ROAD
ROAD
WORK
AHEAD
W20-1
100' 100'
STOP Work Area
350' 350'
W20-3
ROAD
CLOSED
AHEAD
W20-2
DETOUR
AHEAD
250'
Baldwin Road
Zacharias Road
Keystone Pacific Pkwy
Work Area
DETOUR
M4-10L
DETOUR
M4-10L
DETOUR
M4-10R
M4-10R
DETOUR
CMS
Board
CMS
Board
R3-2
R3-1
Contractor to maintain
access to businesses/
driveways within closure
limits at all times. DETOUR
ROAD CLOSED M4-10R
TO
THRU TRAFFIC
M4-10R R11-4
R11-4
ROAD
CLOSED
R11-2
W20-3
ROAD
CLOSED
AHEAD
END
ROAD WORK
G20-2
END
ROAD WORK
G20-2
DETOUR
SC3
SC3
DETOUR
R9-9
CROSSWALK
CLOSED
R9-9
CROSSWALK
CLOSED
Legend
Channelizers/Delineators (+/-)
CMS
Board
CMS Changeable Message Sign
K-Rail
Sign Stand
Type 3 Barricade
Work Area
Manifest
22 x Sign Flags
21 x Sign Stand
18 x Channelizers/Delineators (+/-)
6 x Type 3 Barricade
3 x M4-10L Detour Left
3 x M4-10R Detour Right
3 x R11-2 Road Closed
3 x W20-1 Road Work Ahead
3 x W20-3 Road Closed Ahead
2 x CMS Changeable Message Sign
2 x G20-2 End Road Work
2 x SC3 Detour Straight
2 x W20-2 Detour Ahead
1 x C30 Lane Closed
1 x R11-4 Road Closed To Thru Traffic
1 x R3-1 No Right Turn
1 x R3-2 No Left Turn
1 x W1-3R Lane Shift Right
1 x W11-1(CA) Share The Road Combo
Date Created - 2/5/2025
Drawing Not To Scale
Job/P.O. # -
NA T I ON A L T RA F F I C D E S I GN S
A T S S A
DRAFTED BY
STEVE NELSON
ATTSA# 620272
EXP. 2/12/2027
Page No. 2 of 2
N
ENGINEER & DESIGN DISCLAIMER: NATIONAL TRAFFIC DESIGNS TAKES NO RESPONSIBILITYS IN THE CASE OF ANY ACCIDENT, INJURY OR DEATH FROM THE USE OF THESE PLANS. NATIONAL TRAFFIC DESIGNS HAS PREPARED THESE PLANS AS A DRAFT TO BE USED IN THE DESCRETION OF THE CONTRACTOR & THOSE CERTIFIED ON SITE FOLLOWING ALL AGENCY GUIDLINES.
Emergency Contact Information: Nolan Shultz 916-307-0606 [email protected] Teichert Construction WORKING HOURS -
Rogers Road
City of Patterson, CA
Utility Access, Repairs & Improvements
Contractor Shall Maintain Access To All Residents, Businesses, Pedestrians & Emergency Vehicles At All Times
Contractor may implement the use of flagger(s) when needed or directed depending on vehicle speeds, volume & road conditions to help slow or stop traffic. C9A & W3-4 signage in addition to this plan, shall be spaced in all directions (See "Table A" & General Notes).
STOP
SEE GENERAL NOTES ON COVER PAGE.
C COPYRIGHTED MATERIAL OF NATIONAL TRAFFIC DESIGNS.
- Contractor shall maintain access to all driveways, pedestrians & emergency vehicles within the affected area's, unless otherwise noted. - Contractor shall maintain a safe "ADA" compliant accessible pedestrian travel way at all times & have a designated escort to assist if needed. - Contractor shall perform all appropriate measures to uphold the safety of any bicyclists within the affected areas.
- Contractor may remove or reduce the control zone
when the affected area is no longer needed.
- Contractor shall post temporary "No Parking" signage within all affected areas 72 hours before the start of work. notify all affected residents/businesses.
NOTES:
- Place W20-1 sign on any side street or high volume driveway that is within the traffic control boundaries.
CMS
Board
CMS Changeable Message Board
Road
Closed
Ahead
Date
To
Date
Use
Detour
Route
Post And Select Wording/Location As Needed,
Required Or Directed By Controlling Authority
General Notes:
- Contractor to provide detailed schedule pertaining to the closure prior to approval of TCP. - Road closures are required to be approved by City Council. - Contractor to be cognizant of timeline for City Council approval. - Road closure requests are required to be submitted two weeks in advance of City Council meeting. - Contractor shall notify residents and businesses in the Project vicinity of the impending closure. - Notifications will need approval of City Staff and are required in English/Spanish.
CMS Boards Will Be Required For
The Duration of the Detour.
3 ROAD CLO M4-10
TO
THRU TRA
M4-10 R11-4
R11-4
R9-9
CROSSWALK
CLOSED
250
D
3-1
OAD
9-9
SWAL
SED
0 3-1
OAD
9-9
SSWAL
OSED
0'
250
D
3-1
OAD
9-9
SWAL
SED
0 25
R3-1
R9-9
CROSSWALK
CLOSED
3-1
OAD
9-9
SSWAL
OSED
0' R3-1
ROAD
CLOSED
R11-2
R9-9
CROSSWALK
CLOSED