HomeMy WebLinkAbout08-062 WILSON STREET MACHADO ROAD BROWN -STREET ALLIS -STREET
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C30 WORK AREA
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C B A '
l i LAKE SHORE DRVE U
PHASE 2 Ici� C 6
NEW STRIPING AND PAVEMENT
1 I
GUNNERSON STREET
50' BUFFER SHIFT TAPER (L/2) A B I C
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DISTANCE BETWEEN SIGNS APPROACH TAPER NUMBER SPACING OF CONES
ROAD TYPE SPEED LENGTH. OF CONES ALONG TAPER
= I �
A B C (MPH) (L)* FOR TAPER* (FEET)f
a / �� �� �� � URBAN(LOW SPEED) 1GO 100 100 25 125 6 25
— — — — — — — — � —
� «12' C12— C72 018 URBAN(HIGH SPEED) 350 350 350 30 180 7 30
• _ RURAL 500 500 500 35 245 8 35
- - - - - - - EXPRESSWAY/FREEWAY 1,000 1,500 2,640 40 320 9 40
a — — — — — 1.Aewnce*o tog sins may nose to W ae isms in r W aye w e,ofim 45 600 13 45 , 4-1
CL
0 SMITF{A
I g e"�dn�ons. 50 600 13 50 �i
- - -- - - - - -- 55s 1000 21 50 ,b4� SC3(CA)
W LAKE SHORE DRVE (")Based on 12-foot wide lanes. This column is also appropriate for lane widths less than 12 feet. 0 SC3(CA)Uj
TAPER FORMULA:
L = S x W for speeds of 45 mph or more. M4-10
PHASE 2 L = WS2 for speeds of 40 mph or less. 0� SC3(CA)
NEW STRIPING AND PAVEMENT b� � M4-10
WHERE:
L = Minimum length of taper. L = Merge Taper SC3(CA) y,
S = Numerical value of posted L/2= Shift Taper
speed limit prior to work or L/3= Shoulder Taper 9,yF41
SC3(CA)
85th percentile speed.
SC3(CA)
W = Width of offset.
SC3(CA)
GENERAL NOTES: LEGEND:
1. All traffic control devices shall conform to the latest edition of the 14. A minimum of twelve (12) foot travel lanes must be maintained sr. Direction of Traffic (,9
Manual of Uniform Traffic Control Devices (MUTCD), the MUTCD unless otherwise approved by the Department of Public Works. �(-
California Supplement, and the Standard Specifications for Public • Cone or Portable Delineator FS
Works Construction. 'y0�
15. All night work will require written approval from the Department of Public Works. �p
Works. Lane closures, road detours, road closures, and traffic signal b Sign on Temporary Post
2. The City Engineer or his representative has the authority to initiate modifications associated with overnight construction activities will require 'P
field changes to assure public safety. warning signs be placed at least one week in advance of starting construction. --- Centerline DETOUR PLAN
3. All traffic control devices shall be removed from view when not in use. �••� Right-of-Way
16. A solar powered flashing arrow board shall be required on all arterial street
4. Work hours shall be restricted to between 8:30 a.m. to 3:30 p.m. lane closures. Existing Curb and Gutter
unless approved otherwise.
New C&G and Sidewalk
5. Trenches must be back filled or plated during non-working hours.
6. Pedestrian controls shall be provided as shown on the plans. ADDITIONAL NOTES: Existing Striping
New Striping
7. Temporary "NO PARKING' signs will be posted 24 hours prior to 1. Traffic signal to be placed on red flashing during this stage o{{ construction. y >YfKii(L w G30
commencing work. pCiAs/Aswces y
8. Access to driveways will be maintained at all times unless other 2• Contractor may be required to provide additional trafficAdue to existing field conditions.
arrangements ore mode. 3. Contractor to cover or remove all conflicting traffic striping and cover all conflicting signs during construction.
9. The contractor shall replace within 72 hours, all traffic signal loops 4- All lanes shell b, ofem af-er weril hears. SIGN LEGEND:
detectors damaged during construction.
10, The contractor shall replace within 24 hours, all striping removed or
damaged by construction work. (Striping may be replace temporarily
with tape). Is>
NARROW CLOSEDLANE11. All Workers shall be equipped with an orange vest (or a reflective vest
at night). All floggers shall also be equipped with a hard hot, C28 C18 W9-3 C12 C30
Stop/Slow" pad Is and shall be trained in the proper fundamentals
of flagging traffic.
THRU END ETOUR QDETOUR GRAPHIC SCALE
12, Any work that disturbs normal traffic signal operations shall be coordinated T c CONSTRUCTION
with the City of Lake Elsinore, 48 hours prior to beginning
construction. I Day C13 M4-10 SC3(CA) zo a so 20 ao so
13. The contractor shall maintain all traffic control devices 24 hours per day W4-7R W3-5R
and 7 days per week. (IN FEET)
I INCH = 40 FEET
Prepared Under The supervision 0f: CITY OF LAKE ELSINORE TRAFFIC CONTROL PLAN
LAWRENCE S. EISENHART ENGINEERING DIVISION
CONSULTING ENGINEER LAKESHORE DRIVE AND MACHADO STREET
2070 Locust Court APPROVED BY:
. 13493 San Bernardino, California 92404 p
*Exp. 3-31-09* Tel: (909) 864-5406 Fax: (009) 864-5047 -d nr roB STREET AND STRIPING IMPROVEMENTS
_ KEN A. SEUMALO, CITY ENGINEER DATE
ENHART R�R� D� REV. REVISION DESCRIPTION DATE NGR CITY DATE RECOMMENDED RICE NO. 6 DATE CITY OF LAKE E L S I N O R E SHEET 2 OF`�
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