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600 600 TAPER
C30(CA) �
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12' 12'
CD
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GENERAL NOTES _ r
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE CITY OF Q
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. O
2. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING C30(CA C3 (C) W
DATES. � � \ \ w Z coLo
3. -THE . ROAD CLOSED INFORMATIONAL SIGNS AND/OR CMS AS REQUIRED, SHALL BE POSTED A MINIMUM r,. r. f' ` _ o i C30(CA) N �8 GG ,
OF 7 DAYS PRIOR TO CLOSING (STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE C30(CA) o
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ALL EXISTING STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER
APPLICABLE SHALL BE REMOVED BY SANDBLASTING.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/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 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
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LEGEND
TYPE III BARRICADE
C30(CA) INSTALL SIGN (C30 TYP.) 'ON BARRICADE
SIGN (PER CALTRANS SIGN CODE)
EXIST SIGN
I TYPE II BARRICADE
o 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
STAGE 2 _ _ 76+00 Cj
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CONSTRUCTION NOTES N
C30(CA) S '.' C30(CA)
1. CLOSE CURB LANES ON AIRPORT DRIVE. AND SLOVER AVE. p ,
2. SWITC TRAFFIC CONTROL TO NEW SIGNAL TO OPERATE ON _
VEHI E RECALL.
3, MAI TAIN PEDESTRIAN ACCESS TO EXISTING PAINTED CROSSWALKS. - - ) �✓ C30(CA)
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4. M NTAIN ACCESS TO DRIVEWAYS.
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12 c _ 12' :....... ;
ETIWANDA AVE.
SLOVER AVE.
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STAGE 2 TH-3