HomeMy WebLinkAbout2800-1TRAFFIC DETOUR GENERAL NOTES
1. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE CALTRANS TRAFFIC MANUAL, CHAPTER 5 —
MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES,
LATEST EDITION.
2. THE CONTRACTOR SHALL REFER TO THE ENGINEER IN THE EVENT OF A CONFLICT OR
POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT.
3. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FON'
ENGINEERING DIVISION PRIOR TO START OF CONSTRUCTION.
4. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL
A MINIMUM 3.6 METER (12—FOOT) LANE SHALL BE MAINTAINED AT ALL TIMES.
5. QUALIFIED FLAGGERS SHALL BE USED WHERE CONSTRUCTION REDUCES THE ROADWA1
TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR THE MOVEMENT OF EQUIPMEI
6. EXACT LOCATION OF TRAFFIC CONTROL DEVICES SHALL BE AS DIRECTED BY THE
ENGINEER BASED ON CONSTRUCTION CONDITIONS. ADDITIONAL WARNING SIGNS
CONSTRUCTION SIGNS, AND/OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED
BY THE ENGINEER. LOCATION OF ALL EQUIPMENT IS SUBJECT TO FINAL APPROVAL
AND MAY BE MODIFIED BY THE ENGINEER.
7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNIN
STRIPING, PAVEMENT MARKINGS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES
TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE ENGINEER.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN, ON A 24—HOUR BASIS,
ALL SIGNS, DELINEATORS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES
TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC.
9. ALL SIGNS SHALL BE REFLECTORIZED (OR ILLUMINATED) AND STANDARD SIZE,
UNLESS OTHERWISE NOTED. SIGNS SHALL NOT BE PLACED IN SHADOWS OR
OBSTRUCTED LOCATIONS.
10. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS.
11. SIGNS SHALL BE NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF
THE TRAVEL WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR
WEIGHTED TO PREVENT TOPPLING.
12. ALL DELINEATORS SHALL BE 36" MINIMUM, PORTABLE, REFLECTORIZED
RUBBER GUIDE POSTS, ORANGE IN COLOR WITH WEIGHTED BASES OR SANDBAG
RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND
SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR
APPEARANCE AND CONTINUITY.
13. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND LEGENDS SHALL BE COMPLETEL
COVERED OR REMOVED PRIOR TO ANY CHANGE IN THE TRAFFIC PATTERN.
14. ALL EXISTING SIGNS THAT ARE IN CONFLICT WITH THIS PLAN SHALL BE COVERED
OR REMOVED.
15. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A", PORTABLE, LENS
DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF 3 FEET
MEASURED FROM THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE
SURFACE. ALL FLASHING WARNING LIGHTS SHALL BE IN ACCORDANCE WITH
THE W.A.T.C.H. LATEST EDITION.
16. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE
PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE
WARNING DEVICES. ALL FLASHING YELLOW BEACONS SHALL BE INSPECTED
DAILY TO ENSURE PROPER OPERATION.
17. BEFORE FINAL INSPECTION OF THE WORK, THE CONTRACTOR SHALL CLEAR THE
RIGHT—OF—WAY AND ALL GROUNDS OCCUPIED BY HIM, IN CONNECTION WITH
THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS, EQUIPMENT, SIGNS,
DELINEATORS, ETC., ALL PARTS OF THE WORK AREA SHALL BE LEFT
IN A NEAT AND PRESENTABLE CONDITION.
18. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION 48 HOURS PRIOR
TO IMPLEMENTING THIS TRAFFIC DETOUR PLAN.
19. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL
BE PLACED ONE WEEK PRIOR TO IMPLEMENTING DETOUR.
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LEGEND
IV
CLOSE EASTBOUND LEFT TURN LANE AND
RIGHT TURN LANE DURINGON U IO
C18 PERIOD (SEE DETAIL "A")
•
DELINEATOR
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DIRECTION OF TRAVEL
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EXISTING SIGN
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EXISTING TRAFFIC SIGNAL
TRAFFIC CONTROL SIGN
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WITH FLASHERS
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LEGEND
IV
CLOSE EASTBOUND LEFT TURN LANE AND
RIGHT TURN LANE DURINGON U IO
C18 PERIOD (SEE DETAIL "A")
•
DELINEATOR
—�
DIRECTION OF TRAVEL
�-
EXISTING SIGN
0
EXISTING TRAFFIC SIGNAL
TRAFFIC CONTROL SIGN
BARRICADE — TYPE IL
BARRICADE — TYPE LIC
WITH FLASHERS
CONSTRUCTION AREA
t�IMAM oXMCF =M*MCmMW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
IFN&TOLL ffu`I o -w- eoo TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
ATLEWr*0DAYS a youao A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
SECTION 4216/4217 OF THE GOVERNMENT CODE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
WILL BE VALID. FOR YOUR DIG ALERT
IDENTIFICATION NUMBER , CALL UNDERGROUND
SERVICE ALERT TOLL FREE AT 1-800-227-2600
TWO WORKING DAYS BEFOR YOU DIG.
CONSTRUCTION DATES
CLOSURE DATES:
DURATION OF CLOSURE:
C AAL �'tjZ. CIYE Ills, A.
%IiE S S JDy'!
73-373 CO MINY MW WIVE PM. PAtU c SM. CAP(MM 92M 0
(ego)0-3771 No. 57535
* Exp. 12-31-M
�lglE' CIVIC
DATE: f% �_ OF CALF
CARLOS A. of R.C.E. 57535 EXP. -31-5t
URING CONSTRUCTION PERIOD
TYPE III BARRICAD
WITH R17
A 50' O.C. (TYP.
BA SEL I NE A VENUE
�7rl
® 10' O.C. SE LEFT TURN
(TYP.) LANE
Q TYPE Ill BARRICADES ACROSS
ENTIRE BEECH AVENUE. INSTALL
V
W
m
CLOSE UNMARKED RIGHT
TURN LANE
TYPE III BARRICADES
WITH R16
.�'
0 5(1 O.C. (TYP.)
0 10' O.C.
(TYP.)
Ahk
+f+ +++ 4++ -t++ -+++ -H+ +++
.-
DETAIL 'A'
CITY OE FONTANAIII CALIFORNIA
TRAFFIC DETOUR PLAN
°m bX Scale:
DB NO A Nq SCALE
Designed By. CAO (BASELM AVENM TO WALNM SIREET) Date:'
�J 17
DATE 6Y DESCRIPTION APP'D
REVISIONS eked by CAO "°°`°"'t I Dr.5No:
CITY TRAFFIC ENGINEER R.E. 26690 DATE Z00
C2 SIGNS
ROAD M ECH AVENUE CLO®
CLOM BETWEEN
BASELINE AVE. AND WALNUT ST.
(DATE) M (DATE)
zX4 m
CLOSE UNMARKED RIGHT
TURN LANE
TYPE III BARRICADES
WITH R16
.�'
0 5(1 O.C. (TYP.)
0 10' O.C.
(TYP.)
Ahk
+f+ +++ 4++ -t++ -+++ -H+ +++
.-
DETAIL 'A'
CITY OE FONTANAIII CALIFORNIA
TRAFFIC DETOUR PLAN
°m bX Scale:
DB NO A Nq SCALE
Designed By. CAO (BASELM AVENM TO WALNM SIREET) Date:'
�J 17
DATE 6Y DESCRIPTION APP'D
REVISIONS eked by CAO "°°`°"'t I Dr.5No:
CITY TRAFFIC ENGINEER R.E. 26690 DATE Z00