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AIRPORT DR.
PAINT 300' TEMP. 4" WHITE LANE
LINE PER DETAIL 11.
ETIWANDA AVE.
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PAINT TEMP. 4"
YELLOW EDGELINE
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PAINT TEMP. LANE LINE
PER DETAIL 11
200'
PAINT TEMP. TYPE VI ARROWS
AT 200' O.C. -
LEGEN D
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TYPE III BARRICADE
C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE
d SIGN (PER CALTRANS SIGN CODE)
EXIST SIGN
I TYPE II 6ARRICADE
"0 CHANNELIZER (50' O.C.)
® FLASHING ARROW SIGN
WORK AREA
,... EXISTING STRIPING TO REMAIN
,DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
- - - - EXISTING STRIPING TO BE REMOVED
PROPOSED STRIPING
S TRAFFIC SIGNAL CONTROL
PAINT TEMP. TYPE VI ARROWS
AT 200' O.C.
STAGE 3
CONSTRUCTION NOTES
1. USE NEW TRAFFIC SIGNAL FOR INTERSECTION CONTROL.
2. CONSTRUCT IMPROVEMENTS IN CENTER OF STREET.
3. CLOSE BOTH STREETS TO A SINGLE THRU LANE UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. KEEP LEFT TURN LANES OPEN.
4. CONSTRUCT PANNG TO LIMITS SHOWN ON STREET IMPROVEMENT PLANS.
800' TAPER
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SLOVER AVE.
PANT -TEMP. 4" YELLOW
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EDGE LINE.
PAINT 50 L.F_ TEMP. 8"
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WHITE CHANNELIZATIO
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WHITE
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LINE
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� G20-2
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GENERAL NOTES
1.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF
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ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
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TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7fi10.
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THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING
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DATES.
.3.
THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM
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OF 7 DAYS PRIOR TO �LO�ING {STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE
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TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT AND THE CITY OF
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4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION
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5.
THE CONTRACTOR SHALL 8E RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY
PAINT 300' TEMP. 4" WHITE LANE
LINE PER DETAIL 11.
ETIWANDA AVE.
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PAINT TEMP. 4"
YELLOW EDGELINE
�I r �
PAINT TEMP. LANE LINE
PER DETAIL 11
200'
PAINT TEMP. TYPE VI ARROWS
AT 200' O.C. -
LEGEN D
.. .
TYPE III BARRICADE
C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE
d SIGN (PER CALTRANS SIGN CODE)
EXIST SIGN
I TYPE II 6ARRICADE
"0 CHANNELIZER (50' O.C.)
® FLASHING ARROW SIGN
WORK AREA
,... EXISTING STRIPING TO REMAIN
,DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
- - - - EXISTING STRIPING TO BE REMOVED
PROPOSED STRIPING
S TRAFFIC SIGNAL CONTROL
PAINT TEMP. TYPE VI ARROWS
AT 200' O.C.
STAGE 3
CONSTRUCTION NOTES
1. USE NEW TRAFFIC SIGNAL FOR INTERSECTION CONTROL.
2. CONSTRUCT IMPROVEMENTS IN CENTER OF STREET.
3. CLOSE BOTH STREETS TO A SINGLE THRU LANE UNLESS DIRECTED
OTHERWISE BY THE ENGINEER. KEEP LEFT TURN LANES OPEN.
4. CONSTRUCT PANNG TO LIMITS SHOWN ON STREET IMPROVEMENT PLANS.
800' TAPER
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SLOVER AVE.
PANT -TEMP. 4" YELLOW
� - �
EDGE LINE.
C20(LT CA �_W20-1
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C30(CA)��� C17( A)(30)
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� G20-2
100'
GENERAL NOTES
1.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF
BRIDGE DECK
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) 350-7fi10.
2.
THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING
DATES.
.3.
THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM
OF 7 DAYS PRIOR TO �LO�ING {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 8E 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 OAY 7 DAYS A WEEK.
fi.
THE CONTRACTOR SHALL CLOSE (NUMBER OF LANES) ON (STREET NAME) FROM (FIRST BOUNDARY) TO
NOTE:
TRAFFlC SIGNAL SHOULD BE SPUT. CONTRACTOR TO
CONTACT DON BURDEN ONTARIO TRAFFlC. (909)395-2154.
{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 201 Z. UPON APPROVAL, THE W.A.T.C.H. MANUAL, LATEST ED1110N, 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 T1ME.
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 8E CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS,
K -RAIL AND/OR 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
WITH WHITE REFLECTORS ARE REQUIRED IF THE PROJECT DURATION IS LONGER THAN ONE DAY.
11. THE CONTRACTOR SHALL FURNISH- REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN
BARRICADES AND ALL SIGNS SHALL 8E 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
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PAINT TEMP. TYPE VI ARRO YS
AT 00' O.C.
PAINT TEMP. LANE' LINE
� PER DETAIL 11 I
North
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rLAI`IJ� rCR VI11 JIMIYU/iRV VC IMIL YVVJ. f11Y/1L fLMVGMLIYI IV OC HrrRV YCU OI If1G u�� STAGE 3 TH—�
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