HomeMy WebLinkAbout08-061 WILSON STREET MACHADO ROAD BROWN STREET ALLIS STREET
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PHASE 1 LAKE SHORE DRVE U
New Striping
I I
GENERAL NOTES:
1. All traffic control devices shall conform to the latest edition of the
Manual of Uniform Traffic Control Devices (MUTCD), the MUTCD
California Supplement, and the Standard Specifications for Public
Works Construction.
2. The City Engineer or his representative has the authority to initiate I LEGEND:
field changes to assure public safety. SIGN LEGEND:
3. All traffic control devices shall be removed from view when not in use. I t01�,1 Direction of Traffic
4. Work hours shall be restricted to between 8:30 a.m. to 3:30 p.m. I • Cone or Portable Delineator ROAD END
unless approved otherwise. SHWICE
pp CONSTRUCP WORK CONSTRUCTIO
b Sign on Temporary Post AHEA
5. Trenches must be bock filled or plated during non-working hours. _ HEA C13
Centerline
6. Pedestrian controls shall be provided as shown on the plans. I C18 C24
— Right-of-Way
7. Temporary "NO PARKING" signs will be posted 24 hours prior to
commencing work. I X Existing Curb and Gutter
B. Access to driveways will be maintained at all times unless other I I LL New C&G and Sidewalk
arrangements are made. m
� Existing Striping
9. The contractor shall replace within 72 hours, all traffic signal loops
P I detectors damaged during Striping
construction. I
I B,1r'.Ca, W,C 3c
10. The contractor shall replace within 24 hours, all striping removed
damaged by construction work. (Striping may be replace temporarily
I I I J FAQ PI.ASNW6
with tape). I
I I w
11. All Workers shall be equipped with an orange vest (or o reflective vest a
at night). All floggers shall also be equipped with a hard hat, C28 I
Stop/Stow" paddle and shall be trained in the proper fundamentals APPROACH TAPER NUMBER SPACING OF CONES DISTANCE BETWEEN SIGNS
of flagging traffic. w SPEED LENGTH OF CONES ALONG TAPER ROAD TYPE
12. Any work that disturbs normal traffic signal operations shall be coordinated (MPH) (L)e FOR TAPER- (FEET)f A B C
with the City of Lake Elsinore, 48 hours prior to beginning I I N 25 125 6 25 URBAN(LOW SPEED) 100 100 100
construction. 30 180 7 30 URBAN(HIGH SPEED) 350 350 350
13. The contractor shall maintain all traffic control devices 24 hours per day 35 245 8 35 RURAL 500 500 500
and 7 days per week. 40 320 9 40 EXPRESSWAY/FREEWAY 1,000 1,500 2,640
a Notes:
14. A minimum of twelve foot travel lanes must be maintained 45 540 13 45
unless otherwise approvedved by the Department of Public Works. I I �e IC24 50 600 13 50 I,Advance warning signs may need to be adjusted in ram due to a isting conditions.
15. All night work will require written approval from the Department of Public Works, I I 55' 1000 1 21 50
Works. Lane closures, road detours, road closures, and traffic signal
modifications associated with overnight construction activities will require m ()Based on 12-foot wide lanes. This column is also appropriate for lane widths less than 12 feet,
warning signs be placed at least one week in advance of starting construction.
16. A solar powered flashing arrow board shall be required on oil arterial street trr C18 TAPER FORMULA:
lane closures. L = S x W for speeds of 45 mph or more.
L = WS2 for speeds of 40 mph or less.
ADDITIONAL NOTES: WHERE b�
L = Minimum length of taper. L = Merge Taper
1. Traffic signal to be placed on red flashing during this stage of construction.^0 1,114a-k. S = Numerical value of posted L/2= Shift Taper
,yeSeK speed limit prior to work or L/3= Shoulder Taper
2. Contractor may be required to provide additional troffic�due to existing field conditions. 85th percentile speed.
3. Contractor to cover or remove all conflicting traffic striping and cover all conflicting signs during construction. W = Width of offset. i
_
4. Contractor to provide standard lane closure for removal of existing crosswalk and the installation of proposed
crosswalk across Machdo Road and Lake Shore Drive. Contractor also to provide standard lane closure for northbound
left turn pocket and eastbound right turn pocket for the removal and installation of pavement markings.
GRAPHIC SCALE
zo 0 m s0 40 e0
(IN FEET)
1 INCH = 40 FEET
Prepared Under The supervision Of: 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 MIWOR RQa.D 4 STRIPING IMPROVEMENTS
Exp. 3-31-09* Tel: (909) 864-5406 Fax: (909) 864-5047 j t 08
KEN A. SEUMALO, CITY ENGINEER ATE
CPC 2J _, � 03 RCE NO. 68915 �j T /� u SHEET 1 OF`2
11 WRENCE 4TS,NHART RCE 13493 DATE REV. REVISION DESCRIPTION DATE Il CITY DATE RECOMMENDED / �, DATE CITY OF LAKE E L S I N O R E