HomeMy WebLinkAbout4122-10CI ERAL NOTES
1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE
WEEK PRIOR TO IMPLEMENTING DETOURS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION `RIOR 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. CALL (909) 350-7610.
3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE MUTCD 2003 CALIFORNIA SUPPLEMENT SECTION 6 UNLESS OTHERWISE DIRECTED
BY THE CITY TRAFFIC ENGINEER.
4. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO
IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC SIGNAL
DETECTION.
5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED SCALE: 1"=40'
BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ROADWAY IS
REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY
AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES.
S. ALL EXISTING SIGNS STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER
APPLICABLE SHALL BE REMOVED BY SANDBLASTING.
9. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELLED WAY.
PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING.
10. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY TRAFFIC
ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE
REQUIRED BY THE CITY TRAFFIC ENGINEER.
11. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS
AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT.
SPACING SHALL BE 50', UNLESS OTHERWISE NOTED.
12. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE 2003 MUTCD AND CALIFORNIA
SUPPLEMENT. SIGN CODES SHOWN HEREON ARE TO CONFORM TO 2003 MUTCD AND CALIFORNIA SUPPLEMENT.
TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS.
13. TEMPORARY STRIPING SHALL BE PAINT, 2 COATS.
14. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, ENCLOSED AND
MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM OF THE LENS TO THE
UNDERLYING SURFACE.
15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 71MES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
16. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, AND INSTALL
SIGNING AND STRIPING PER THE SIGNING AND STRIPING PLANS.
17. ALL SIGNS SHALL BE REFLECTORIZED.
18. CONTRACTOR TO CONTACT TIM RASTEDT AT (909) 350-6649 TWO WORKING DAYS PRIOR TO ANY SIGN
INSTALLATION TO ALLOW CITY STAFF TO LOCATE EXISTING UNDERGROUND FACILITIES.
19. ALL W20-1 AND G20-2 CONSTRUCTION SIGNS SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT,
UNLESS OTHERWISE SHOWN TO BE RELOCATED ON THESE PLANS OR AS DIRECTED BY THE ENGINEER IN THE FIELD.
20. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES. WHEN PEDESTRIAN ACCESS CAN NO LONGER BE MAINTAINED
DUE TO CONSTRUCTION, CONTRACTOR SHALL INSTALL "SIDEWALK CLOSED" AND "SIDEWALK CLOSED AHEAD" SIGNS AT
LOCATIONS AS DIRECTED BY THE ENGINEER IN THE FIELD.
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BASELINE
NOTE TO CONTRACTOR: Traffic Control shown hereon is
concept only. Traffic lanes may have to be modified per
Contractor's schedule or construction methods. Contractor
shall submit detailed traffic control plans for approval by
the City Traffic Engineer ten (10) working days in advance
of any proposed modification to these plans or construction
phasing.
SIERRA AVENUE - SEE SHEET 8
SIERRA AVENUE - SEE SHEET 8
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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-TYPE III BARRICADE (WITH FLASHERS)
-�- PORTABLE DELINEATOR (GLUE DOWN)
® FLASHING ARROW BOARD
WORK AREA
WORK AREA - USING DAILY I -ANE CLOSURES
-► DIRECTION OF TRAVEL
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TEMPORARY K -RAIL (WITH REFLECTIVE TABS)
TEMPORARY CRASH CUSHIONS, ARRAY AS NOTED.
SIGN AND POST
HIGH L` -VEL WARNING DEVICE
PEDESTRIAN ACCESS, SEE GENERAL NOTE 20.
DURING CONSTRUC ZION OF THIS
AREA, CONTRACTOR SHALL
INSTALL APPROPRIATE TRAFFIC
CONTROL DEVICES FOR LANE
CLCSURES. INTERSECTION SHALL BE
RE -OPENED WITHIN 1 DAY, AS
DIRECTED EY THE ENGINLER IN THE
FIELD.
BASELINE
2ND MARKER
DIRECTION OF TRAVEL NOT USED AT
LIMIT LINE OR
TYPE G CROSSWALK
MARKER
6"
TYP 11�4" WHITE LINE
AVENUE
REV. REVISION DESCk:: 11JN DATE ! ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
DETAIL
NTS
Q_gFESS/p\
No. 37
6/30/06
CIV
AVENUE
SCALE: 1"=40'
CROSS REFERENCES:
i r r
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STREET IMPROVEMENT PLAN 12,13
OF 29
SEWER IMPROVEMENT PLAN 5
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SIGNING AND STRIPING PLAN
4,5 OF 5
TRAFFIC CONTROL PHASE 1
1 OF
20
PHASE 2
3 OF
20
PHASE 3
4 OF
20
(PHASE 4)
6 OF
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(PHASE 5)
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(PHASE 7)
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500'
780' TRANSITION
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LEOEN
T TYPE 11 BARRICADE
-TYPE III BARRICADE (WITH FLASHERS)
-�- PORTABLE DELINEATOR (GLUE DOWN)
® FLASHING ARROW BOARD
WORK AREA
WORK AREA - USING DAILY I -ANE CLOSURES
-► DIRECTION OF TRAVEL
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TEMPORARY K -RAIL (WITH REFLECTIVE TABS)
TEMPORARY CRASH CUSHIONS, ARRAY AS NOTED.
SIGN AND POST
HIGH L` -VEL WARNING DEVICE
PEDESTRIAN ACCESS, SEE GENERAL NOTE 20.
DURING CONSTRUC ZION OF THIS
AREA, CONTRACTOR SHALL
INSTALL APPROPRIATE TRAFFIC
CONTROL DEVICES FOR LANE
CLCSURES. INTERSECTION SHALL BE
RE -OPENED WITHIN 1 DAY, AS
DIRECTED EY THE ENGINLER IN THE
FIELD.
BASELINE
2ND MARKER
DIRECTION OF TRAVEL NOT USED AT
LIMIT LINE OR
TYPE G CROSSWALK
MARKER
6"
TYP 11�4" WHITE LINE
AVENUE
REV. REVISION DESCk:: 11JN DATE ! ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
DETAIL
NTS
Q_gFESS/p\
No. 37
6/30/06
CIV
AVENUE
SCALE: 1"=40'
CROSS REFERENCES:
STREET IMPROVEMENT PLAN 12,13
OF 29
SEWER IMPROVEMENT PLAN 5
OF 6
STORM DRAIN IMPROVEMENT PLAN 5,6 OF 12
SIGNING AND STRIPING PLAN
4,5 OF 5
TRAFFIC CONTROL PHASE 1
1 OF
20
PHASE 2
3 OF
20
PHASE 3
4 OF
20
(PHASE 4)
6 OF
20
(PHASE 5)
7 OF
20
(PHASE 6
8 OF
20
(PHASE 7)
12,14
OF 20
(PHASE 8)
16,19
OF 20
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STREET IMPROVEMENTS, STORM DRAIN AND SEWER
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
DRAWN BY: SCALE:
BB TRAFFIC CONTROL - PHASE 6 1"=40,
2001 East First Street DESIGNED BY: BASELINE AVENUE DATE:
Santa Ana, CA 92705 BB 07/31/06
TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: APPROVED BY�� 8�r
R.I DRAWING NO.:
AF �^� 110/
4122
CITY TRAF
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