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REPLACE EXISTING C20(LT)
CLOSM MT44- C20(RT)
30 31r �-3'r"— 33 34 35 36 37 3!! 39 40 41 42
LMN
REPLACE EXISTING C20(LT)
� WITH C20(RT�--
R,EIMOVE EXISTING_._STRIPE
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01 (TYP)
i I
6NE AVENU
00'
AS
C18 600
SOUTH SAM Coal PER STAGE 2 DETOUR
400'
D&EXISTING STRIPING TO
co, N REMAIN IN PLACE
5 EXISTING 8" CURB & GUTTER C13 PER STAGE 1 DETOUR
7Z'O'�
z �� � ____._EXISTING MEDIAN ISLAND
4-9 46 � 47 48 49 50 51 5
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RESTORE #11/2 LANE STRIPE 1 (TYP)
REMOVE EXISTING STRIPE70-
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0(TMP)
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__._..... _..... _....__.._........__.........:......._............._.
WH ITE
PROPOSED MEDIAN ISLANC
(8" CURB)
r-� [CURB & GUTTER
LANES TO BE STRIPED PER SIGNING & STRIPING PLAN SH
55 56
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TYPE III BARRICADE
& C30
LAW<*A EXIPING
do 1STING A RR OWSTTO REMAIN
J C17(35) IN PLACE �M f$�� �U
PER STAGE 2 DETOUR ASELINE ►vENUE �n
CONTRACTOR SHALL BAG OR REMOVE
DURING NON–WORKING HOURS
PROPOSED 8”
CURB & GUTTER
— — — — — — — — — —
0 0 0
LANES TO BE STRIPED PER SIGNING LANES STRIPED PER STAGE 2 DETOUR 1 (TMP)
dt STRIPING PLAN SHOWN ON SHEET 5
�y 60 61 62 63 64 65 66 67 68 69
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59
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CTMP)
EXISTING 8" CURB do GUTTER
PROPOSED STRIPING PER CITY DWG. NO. 2569
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I I
GENER L NO A IN AV NU C13 PER STAGE 2 DETOUR
1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE
ONE WEEK MINIMUM PRIOR TO IMPLEMENTING DETOURS.
2. CONSTRUC11ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMWNITY
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 PUBUC RIGHT–OF–WAY WITHIN THE CITY LIMITS. CALL (909)
350-7610.
3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON–METRIC EDITQN 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 OPERATION.
5. TIME CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE
APPROVED 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 RESPONStStLtTY OF THE CONTRACTOR TO MAINTAIN IN BARRI S,
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.
8. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR
NO LONGER APPLICABLE SHALL BE REMOVED AS DIRECTED BY THE CITY TRAFFIC ENGINEER.
9. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED
WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPUNG.
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 DEUNEATORS SHALL BE A
MINIMUM OF 28 INCHES IN HEIGHT.
12. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED.
13. TRAFFIC SIGN Dt1MENStONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM
TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD
UNLESS OTHERWISE SHOWN ON THE PLANS.
14. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SIN
ON THE PLANS, PER CITY STANDARD DETAIL 139.
15. 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.
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.
INDICATES STAGE II CONSTRUCTION
DIRECTION OF TRAVEL
• 36" POST TUBE DELWEATOR
ON "CAT–TRACK” !MARKING
f PROPOSED CONSTRUCTION SIGN
® FLASHING ARROW BOARD
TYPE III BARRICADE
CONSTRUCTION NOTES
PLACE 36" POST TUBE DELINEATOR ® 50' O.C.
WITH DOUBLE STACKED BASE
CONTRACTOR SHALL ALSO APPLY TEMPORARY "CAT–TRACK"
MARKINGS ON PROPOSED TUBE DELINEATOR ALIGNMENT AS
DIRECTED BY THE ENGINEER IN THE FIELD.
TOTAL SIGN NEEDED
FOR STAGE III DETOUR
C20(RT)
________ 2
EA.
FAB
-------- 2
EA.
C30
________ 3
EA.
TYPE 10
-------- 2
EA.
BARRICADE
C18
-------- 1
EA.
C17
________ 1
EA.
C13
--____-- 2
EA.
GRAPHIC SCALE
50 0 25 50 100 200
(INFEET )
I inch = 50 8.
Filename: M:\DWG\14902\STREETS\WEST–CHERRY\DETOUR\DETOUR-3a.DWG