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30 NN,
31,r 33 34 35 36 37 38 39 40 41 42
1 (TYP.)
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EXISTING STRIPING & PAVEMENT C20(RT) REPLACE EXISTING W75(RT)
MARKINGS TO REMAIN IN PLACE AamewAq KI A VP KIH wee® WITH C20(RT)
C18
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�C18 PER STAGE 1 DETOUR
RELOCATE TO STA. 31+15
EXISTING STRIPING
TO BE REMOVED _
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REMOVE EXISTING W25
_Fina s
r«.lwmrn 11m rLr%*.F-
EXISTING 8" CURB dt GUTTER C13 PER STAGE 1 CONSTRUCTION
- - - - - - - - - - - - - -
EXISTING MEDIAN ISLAND
46 47 48 4f— 5
C17(35) PER STAGE i DETOUR
RELOCATE TO STA. 46+90
i
A1UM EXISTING STRIPM AND ARROWS
- r^ MC MCLA^%/cM
0
PROPOSED 8"
io
♦ ^.^'
CURB dt GUTTER
---- -- 4--- — --
_...._.---..._.._.. .-_...,.....J--.,_ ..,...... I------
_..._�..._...._.....d_ _._.._...
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REMOVE EXISTING W25
_Fina s
r«.lwmrn 11m rLr%*.F-
EXISTING 8" CURB dt GUTTER C13 PER STAGE 1 CONSTRUCTION
- - - - - - - - - - - - - -
EXISTING MEDIAN ISLAND
46 47 48 4f— 5
C17(35) PER STAGE i DETOUR
RELOCATE TO STA. 46+90
i
A1UM EXISTING STRIPM AND ARROWS
- r^ MC MCLA^%/cM
0
PROPOSED 8"
s
♦ ^.^'
CURB dt GUTTER
---- -- 4--- — --
_...._.---..._.._.. .-_...,.....J--.,_ ..,...... I------
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0
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REMOVE EXISTING W25
_Fina s
r«.lwmrn 11m rLr%*.F-
EXISTING 8" CURB dt GUTTER C13 PER STAGE 1 CONSTRUCTION
- - - - - - - - - - - - - -
EXISTING MEDIAN ISLAND
46 47 48 4f— 5
C17(35) PER STAGE i DETOUR
RELOCATE TO STA. 46+90
i
A1UM EXISTING STRIPM AND ARROWS
- r^ MC MCLA^%/cM
0
PROPOSED 8"
__......._...._-....O..•_ ..._'.. .-......._.._...
♦ ^.^'
CURB dt GUTTER
---- -- 4--- — --
_...._.---..._.._.. .-_...,.....J--.,_ ..,...... I------
_... o_.._.:._.._._...._..0-._._..-....
__......._...._-....O..•_ ..._'.. .-......._.._...
♦ ^.^'
_.--:.:......-
_...._.---..._.._.. .-_...,.....J--.,_ ..,...... I------
------- ._..___,._.
_.
.... __ ........ __ ....... __ _... .e-�..... -. ........ _•...---------.__ _ .•--..�__._....*.:...___....,�_-�..___...,�_.....�-_......___...,...o.�.,.___...,.__.-•.----....----- �---------.._-i_.._----.._
0
EA.
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60
-------- 1
61
NST55'32"W 62
63
64
65
66
67
6A
69 70
GRAPHIC SCALE
50 0 25 50 100 200
W59
-------- 1
EA.
C�ENF�B�L �IOTEB
1. ADVANCE CONSTRUCTTON StGN1NG INDICATING DURATION OF PROJECT SHALL BE IN PLACE
ONE WEEK M"MUM PRIOR TO IMPLEMENTING DETOURS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 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.
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 EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
4. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAY'S PRIORI TO
IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC
SIGNAL OPERATION.
5. THE 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 SW7L.E LADE 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
VISKAUTY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARN= DEVICES.
BASELINE AVENUE
S. 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 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.
12. ALL SIGtdS SHALL BE REFLECTORIZED OR IL.LLANNATED.
13. TRAFFIC SIGN DIMENSIONS, 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 SHOWN
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.
REV. REVISKw DESCRIPTION DAZE I nUM I CITY DATE
' A �
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LEGEND,
INDICATES STAGE N CONSTRUCTION
so DIRECTION OF TRAVEL
• 36" POST TUBE DELINEATOR
E PROPOSED CONSTRUCTION SIGN
® FLASHING ARROW BOARD
CONSTRUCTION NOTES
1D- PLACE 36" POST TUBE DELINEATOR O 25' O.C.
SHOMD 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.
Q�OFESS�ON
iiiiiiiiiiilillllllllIll
1.111 J. q q #
z
0 No. 36052 m
°C Exp 6 30 2004
s�q cI V %\1
� CAL
EXISTING STRIPING AND ARROWS
TO BE REMOVED
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CONTRACTOR TO COORDINATE
WITH PRIVATE DEVELOPER'S CONTRACTOR
Cam MM AL Nm ON m3T •
SIGNS NEEDED
QUANTITY
C20(RT)
________ 2
EA.
EAB
-------- 2
EA.
C30
EA.
W1
1
EA.
R18-2
-------- 1
EA.
W44
______-- 1
EA.
R17
-------- 3
EA.
GRAPHIC SCALE
50 0 25 50 100 200
W59
-------- 1
EA.
C2
-------- 1
EA.
IN FEET )
I inch = 50 fL
TYPE III
_______ 24
L.F.
BARRICADE
Prepared Under The Supervision Of : CITY Or Fun m rANA, CALIFOR A
M["ROUR/TRAFFIC OL PLAN
Civil Engineering - Land Planning DRAVIN BY:
8253 Sierra Avenue SCALE:
Fontana, California 92335 DBW/DEA/WF BASEL AV 1 "=50'
(909) 356-1815 Fax (909) 356-1795 DESIGNED W. STAB 0 DATE:
DBW
CHECKED Ff. DRAWW N0.:
Raymond J. Allard RCE 36052 Date . RD
IL CITY TRAFFIC ENGINES R.C.E. 26690 S
Filename: M:\DWG\14902\STREETS\WEST-CHERR'Y\DETOUR\DETOUR-2.D1NG