HomeMy WebLinkAbout2246TS-5SPECIAL NOTE
SIGNS
0
O
OCONTACT CITY OF FONTANA 48 HOURS IN
C-2
ROAD CLOSED
ADVANCE FOR SIGNAL REPHASING AND
C -3A
ROAD CLOSED TO THROUGH TRAFFIC
TRAFFIC DETECTION TURN-OFF.
C-17
ROADWORK SPEED LIMIT
O2 4" YELLOW &WHITE TEMPORARY TAPE SHALL BE
C-18
ROAD CONSTRUCTION AHEAD
USED TO DELINEATE THROUGH CONSTRUCTION
C-19
ROAD CLOSED 500' / 1600'
ZONE OF ALL PHASES AS NOTED.
C-30
LANE CLOSED
z
C-16
NO RIGHT TURN
SIGN C3A
C-17
NO LEFT TURN
C-18
RIGHT LANE MUST TURN RIGHT
C-41
RIGHT TURN ONLY
C-42
LEFT TURN ONLY
MARYGOLD
EX. W1 1(RT) --\ /-BUS STOP EX. R2(30)
INSTALL 12" WHITE
INSTALL 4" YELLOW
EX. R26(S)
0
N
CD
N oo c0 —
N
INSTA
(D.v VT.
C18
EX. R26(S)
R18-2
�f, (+
YIONLYI ONLY
GENERAL NOTES
1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL CONFORM TO THE
"MANUAL OF TRAFFIC CONTROLS", LATEST EDITION, CALTRANS STANDARD SPECIFICATIONS
AND STANDARD PLANS, LATEST EDITION.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA
ENGINEERING DIVISION SPECIFICATIONS DATED 1975, AND ANY REVISIONS THEREAFTER.
3. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR
POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT.
4. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO CONSTRUCTION BEGINNING.
5. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DELINEATED AND/OR
BARRICADED. -FOR ANY WORK REQUIRING A LANE CLOSURE, CONTRACTOR SHALL
FOLLOW THE GUIDELINES IN THE LATEST EDITION OF THE WORK AREA TRAFFIC
CONTROL HANDBOOK.
6. ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZED.
7. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE
OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY THE CITY
ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE CONSTRUCTION
REDUCES THE ROAD WAY TO A SINGLE THROUGH LANE OR WHERE THROUGH
TRAFFIC MUST STOP FOR EQUIPMENT MOVEMENT.
8. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS.
9. A MINIMUM 12' TRAVEL LANE ADJACENT TO WORK ZONE AND EMERGENCY ACCESS
SHALL BE MAINTAINED AT ALL TIMES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
11. MASK OR BAG ALL CONFLICTING SIGNS, AND ALL CONFLICTING STRIPING AND
PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY WET SAND
BLASTING BY THE CONTRACTOR, OR AS DIRECTED BY THE CITY ENGINEER.
12. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THEIR
ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE CITY ENGINEER.
13. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY
OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY
FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION
IS REQUIRED TO COORDINATE WORK WITH CITY FORCES.
14. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED
BY THE CITY ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS
MAY BE REQUIRED BY THE CITY ENGINEER.
W
N
O
LL TEMP.----,
MKG. �—
Z �
R18 -2M
EX. R26(S)
BAG OR COVER--'
EX. M.A. R73-3
SCALE: 1" = 40'
100'
10' 40' 32 18'
II
C30-<:.) 1
II
I
° I
I I ,
C30-lie,
II
I
° I
I
N
10' 1 1' 1 1' 1 ' 10' 19'
rn
, 15
- ",$ I I
Var.111'111'1
C2-
10' 13' 12' 14
°
fp
C13
R17 & R17B
LEGEND
=> EXISTING STRIPING &MARKING TO MAINTAIN
----------------------
_>> EXISTING STRIPING &MARKING TO BE REMOVED
------- ----- -------
� _ TEMPORARY STRIPING (TAPE) &MARKING (PAINT)
FLASHING ARROW BOARD SIGN
• RETROREFLECTIVE DELINEATOR SPACED AT 25' ALONG
TAPER AND 50' ALONG TANGENT SECTION UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER.
O CONES
M PROPOSED SIGN (POST MOUNTED)
p EXISTING SIGN
MAINTAIN PEDESTRIAN ACCESS AND
TRAFFIC CONTROL THROUGHOUT CONSTRUCTION
THE CONTRACTOR SHALL NOTIFY THE CIN TRAFFIC SECTION
FOR RESETTING THE SIGNAL FOR PEDESTRIAN CROSSING DURING CLOSURE.
AVE.
C30 & R17 PROPOSED CURB &GUTTER SIGN "A"
� 2 (INSTALL SIGN "A" ONE WEEK
BEFORE CONSTRUCTION)
' C2 R96/R96C
EX. R26(S)
C30 & R1 6
�- BAG OR COVER
EX. R18-2
"EX. R26(S)
� C30
I�-C18
BAG OR COVER
SEX. R18-2
� C30 & R16
,.,—INSTALL 4" WHITE
,-----REMOVE BY WET SANDBLASTING
/—C18
KAISER DWY.
, vvjKSS/p�Y
Oy ��`
1
u No. 0049921 m
Call Exp. o v o ,;o
Jl CIUIV
�TFOF
C3A
CV
EX. R7A(LEFT)
R 17, R41 & SIGN "A"
(INSTALL SIGN "A" ONE WEEK
BEFORE CONSTRUCTION)
INSTALL 4" YELLOW
SIGN "B"
0
SIGN "B
0
0
LO
EX. R26(S)
SAN BERNARDINO AVE.
EX. CURB & GUT.
I I
0
O
.
Ljj
SIGN
H
Z
>
U
II
J
¢
°
0
of
W
w
H
V)
z
Z
SIGN C3A
x
w
I I
C 19 (500')
I
I
b
°
II
II
I
I
a
Z
MARYGOLD AVE.
100'
14'111'111'111'
11111'
100,�
26'
i
"A"
C19(1600')
ROAD CLOSED
H
SIGN "C"
I
j
z
II
li
®
i
x
w
I 1
I
io
10
II
I I
I
I
i
i
i
II
II
I,
li
i
i
10'
40'
55'
110'
115'
EX. R26(S)
C30 & R1 6
�- BAG OR COVER
EX. R18-2
"EX. R26(S)
� C30
I�-C18
BAG OR COVER
SEX. R18-2
� C30 & R16
,.,—INSTALL 4" WHITE
,-----REMOVE BY WET SANDBLASTING
/—C18
KAISER DWY.
, vvjKSS/p�Y
Oy ��`
1
u No. 0049921 m
Call Exp. o v o ,;o
Jl CIUIV
�TFOF
C3A
CV
EX. R7A(LEFT)
R 17, R41 & SIGN "A"
(INSTALL SIGN "A" ONE WEEK
BEFORE CONSTRUCTION)
INSTALL 4" YELLOW
SIGN "B"
0
SIGN "B
0
0
LO
EX. R26(S)
SAN BERNARDINO AVE.
EX. CURB & GUT.
UQ
200 SIGN "C"
G, �
' I =
VALLEY BLVD.
300'
0
O
.
Ljj
SIGN
"C"
Z
>
Q
SIGN licit
J
¢
0
0
of
W
w
H
V)
z
Z
SIGN C3A
C 19 (500')
Y
Z
MARYGOLD AVE.
100'
500'
100,�
SIGN
"A"
C19(1600')
ROAD CLOSED
SIGN "C"
UQ
200 SIGN "C"
G, �
' I =
VALLEY BLVD.
7C BARRICADE -TYPE III WITH FLASHER
� BARRICADE -TYPE III (W/ FLASHER) WITH SIGN
OS SIGNALIZED INTERSECTION
�— DIRECTION OF TRAVEL
WORK AREA
C18 &-
C1 7(25) -
C17(25)
EX. W55A \- EX. R26(S) \- EX. W54, W80
Of
w�
N U
Y
ITULLOCK ST.
SIGN "A"
VICINITY DETOUR SIGNING
(NO SCALE)
EXACT LOCATIONS OF SIGNS TO BE ADJUSTED AND
DETERMINED BY THE CIN ENGINEER
Q
O
M
af
i
r. 96
00
d-
SPECIAL SIGN "A"
96„
SIERRA AVE
SOUTH BOUND LEFT TURN
CLOSED AT MARYGOLD
co
USE ALTERNATE ROUTE
*/*/97 — */*/97
SPECIAL SIGN "B"
r.
96
SIERRA AVE
NORTH BOUND RIGHT TURN
CLOSED AT MARYGOLD
00
USE ALTERNATE ROUTE
*/*/97 — */*/97
SPECIAL SIGN "C"
SPECIAL SIGN DETAILS
* CONSTRUCTION DATES TO BE INSERTED.
** ALL SIGNS TO BE BLACK ON ORANGE
WITH 6" "D" LETTERS.
300'
0
O
SIGN
"C"
Ln
Q
SIGN licit
W
V)
7C BARRICADE -TYPE III WITH FLASHER
� BARRICADE -TYPE III (W/ FLASHER) WITH SIGN
OS SIGNALIZED INTERSECTION
�— DIRECTION OF TRAVEL
WORK AREA
C18 &-
C1 7(25) -
C17(25)
EX. W55A \- EX. R26(S) \- EX. W54, W80
Of
w�
N U
Y
ITULLOCK ST.
SIGN "A"
VICINITY DETOUR SIGNING
(NO SCALE)
EXACT LOCATIONS OF SIGNS TO BE ADJUSTED AND
DETERMINED BY THE CIN ENGINEER
Q
O
M
af
i
r. 96
00
d-
SPECIAL SIGN "A"
96„
SIERRA AVE
SOUTH BOUND LEFT TURN
CLOSED AT MARYGOLD
co
USE ALTERNATE ROUTE
*/*/97 — */*/97
SPECIAL SIGN "B"
r.
96
SIERRA AVE
NORTH BOUND RIGHT TURN
CLOSED AT MARYGOLD
00
USE ALTERNATE ROUTE
*/*/97 — */*/97
SPECIAL SIGN "C"
SPECIAL SIGN DETAILS
* CONSTRUCTION DATES TO BE INSERTED.
** ALL SIGNS TO BE BLACK ON ORANGE
WITH 6" "D" LETTERS.