HomeMy WebLinkAbout4986-38G20-2
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J1 600' Ili 600' TAPER
GENERAL NOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF
ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN .PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING
DATES.
3:7 "THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM
OF 7 DAYS PRIOR TO CLOSING (STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE
TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT AND THE CITY OF
ONTARIO TRAFFIC ENGINEERING DEPARTMENT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION
SERVICES, IMPACTED BUSINESSES AND RESIDENTS OF THE CLOSURE AND DETOUR ROUTE SEVEN DAYS
PRIOR TO THE CLOSURE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY
OWNERS LOCATED WITHIN THE ROAD CLOSURE THROUGHOUT THE CONSTRUCTION OF THE IMPROVEMENTS
AND DURING THE DURATION OF THE ROAD CLOSURE 24 -HOURS A DAY 7 DAYS A WEEK.
6. THE CONTRACTOR SHALL CLOSE (NUMBER OF LANES) ON (STREET NAME) FROM (FIRST BOUNDARY) TO
(SECOND BOUNDARY).
7. THE CONTRACTOR SHALL -CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS,
AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (M.U.T.C.D.),
'DATED JANUARY 2012. UPON APPROVAL, THE W.A.T.C.H. MANUAL, LATEST EDITION, MAY BE USED FOR
MINOR PROJECTS OF SHORT DURATION. SIGN CODES SHALL COMPLY TO THE 2012 CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY
ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY
BE REQUIRED BY THE CITY ENGINEER AT ANY TIME.
9. DURING CONSTRUCTION, ALL EXISTING SIGNS THAT ARE IN CONFLICT SHALL BE COVERED OR REMOVED.
ALL EXISTING STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER
APPLICABLE SHALL -BE REMOVED BY SANDBLASTING.
10. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS,
K -RAIL AND/QR BARRICADES. ALL PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES
IN HEIGHT. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. GLUE DOWN DELINEATORS
NTH WHITE REFLECTORS ARE REQUIRED IF THE PROJECT DURATION IS LONGER THAN ONE DAY.
i
11. THE CONTRACTOR SHALL FURNISH REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN
713ARRICADES AND ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED.
12. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS.
13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE
PLANS, PER CITY STANDARD DETAIL 4003. FINAL PLACEMENT TO BE APPROVED BY. THE CITY
ENGINEER.
INSTALL TEMP. 8" WHITE
CHANNEUZATION LANE
200'
INSTALL TEMP. TYPE IV
Ur%lII1 1LIVIF- 1\1\ UIVIII U14L
REMOVE EXIST LANE LINE
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PAINT TEMP. 4" /
YELLOW EDGE UNE �......_.�........ --------
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LEGEND
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TYPE III BARRICADE
\
B CADE \
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+ C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE _ _v
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a SIGN (PER CALTRANS SIGN CODE)
PAINT TEMP. 8" WHITE {'
EXIST SIGN (80 L.F.)
I TYPE II BARRICADE
o CHANNELIZER (50' O.C.) STAGE 3
® FLASHING ARROW SIGN CONSTRUCTION NOTES
ETI
WORK AREA 1. USE NEW TRAFFIC SIGNAL FOR INTERSECTION CONTROL.
EXISTING STRIPING TO REMAIN 2. CONSTRUCT IMPROVEMENTS IN THE CENTER OF THE STREET _
DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING. AND SALVAGE EXISTING TRAFFIC SIGNAL.
3. CLOSE BOTH STREETS TO A SINGLE THRU LANE UNLESS DIRECTED
- - - - EXISTING STRIPING TO BE REMOVED OTHERWISE BY THE ENGINEER. KEEP LEFT TURN LANES OPEN.
4. CONSTRUCT PAVING TO LIMITS SHOWN ON STREET IMPROVEMENT PLANS.
PROPOSED STRIPING 5. MAINTAIN PEDESTRIAN CONTROL FOR STREET CROSSINGS.
S 6. MAINTAIN ACCESS TO DRIVEWAYS.
TRAFFIC SIGNAL CONTROL
S LO VE R AVE.
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13 13' 29'
I INSTALL TEMP. TYPE IV
- Eror SING
INSTALL TEMP. 8" WHITE
4- CHANNELIZATION LANE
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C20(RT)(CA) C20(RT)(CA) 20-1
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C30 CA _ Nto
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STAGE 3 TH-5
North
1"=40'