HomeMy WebLinkAbout2246TS-3Io
N
110'
12' 49' 39 10
' I I I
16' 11' 11' 10' 101 1' 15'
i
EX. R34 EX. R7
i� EX. R7 R96 & R9613-
N
_ Zx
LO
o � '
L EX. R34
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EX. R7
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16' 12' 12' 10 10' 1 1 ' 1 1
P48' 134 152' I6:
EX. R34
EX. R41 ON
UNION OIL POLE
EX. R18- 2 EX. R17
& R17B
SCE SUBSTRUCTURE — — — ° °
C30 N C2 C2 C2 R16 N C0 R2(30)
_ PACIFIC BELL _ _ — — — — — — — — - — U — — — — - 1 INSTALL 4" WHITE! REMOVE BY WET
SUBSTRUCTURE '� TURN EX. R20B c� 1 SANDBLASTING -
1 19 20
12 �13 14 Ln 15 18 - - - -
o 16 EX. TYPE "K"
v� C30 C38(MOD.) N R17
U — — - 1 ao
N EX. R20B & TU — — — — INSTALL 4" YELLOW N I N — — c� — — �-
�n - - -
N 04
JEX. R26(S)EX. RTD EX. R26(S) EX. R96'S EX. W75 EX. R26(S) EX. R26(S) w
\-Cl8 MAINTAIN PEDESTRIAN ACCESS �
EX. R26(S) 1
13' 13' 13' 0 o
W113'
QLdw
INSTALL ADVANCE C2 SIGNS @ >_1
BEGINNING OF DWY. SEE NOTE 14 W W
NOTE: ALL BARRICADES ON DRIVEWAY SHALL BE
REMOVED DURING OFF -WORK HOURS TO 52'
25' MAINTAIN ACCESS -44 0 26' 26' E--1
W
C2 VALLEY Z
> BLVD.
SCALE: 1" = 40' PROVIDE ACCESS FOR PED. PUSH BUTTON AND
R96 & R96C 12' 11' 11' 12' PEDESTRIAN CROSSING
PROPOSED CURB & GUTTER REMOVE BY WET SANDBLASTING VALLEY BLVD AT ALL TIMES REMOVE BY WET SANDBLASTING
At ALL DRIVEWAYS TO EXISTING BUSINESSES MUST
INSTALL 4" WHITE REMAIN ACCESSIBLE THROUGH CONSTRUCTION
CR -25 '
7//
300 TRANSITION
o ' ' PROPOSED CURB & GUTTER INSTALL 4" WHITE
/
00
EX. R26(S/-&
EX. R17
R17B
VALLEY
EX. R35 & C73
R26(S)
EX. W74 EX. �R17 & R176
EX. R26(S)EX. W41
R96 & R96
EX. R26(S)
SEX. R10
INSTALL ADVANCE C2 SIGNS @
BEGINNING OF DWY. SEE NOTE 14
A NOTE: ALL BARRICADES ON DRIVEWAY SHALL BE
�y REMOVED DURING OFF -WORK HOURS TO
W w 40' C2 MAINTAIN ACCESS
a >_1 14' 1 14BLVD.�
w � PROVIDE PEDESTRIAN CROSSING AT ALL TIMES
SEE DETAIL "A", SHEET 9 OF 9 FOR
y RELOCATION/INSTALLATION OF PPB
INSTALL 4" WHITE > ir� PROPOSED CURB &GUTTER
w I I—
Z w
J
SEX. R7 0
EX. R34
N
EX. R26(S)
R96 & R96C-\
P •
W
INSTALL DOUBLE YELLOWS A
w �--
REMOVE BY WET SANDBLASTING CR=25'
INSTALL LANE LINE r
----
_ _ ---- C2 C2 R16
NI N STALL 8" WHITE N _ _--__=_=____________________________________________________________________________________________ _==
-------------------------------------- ---- ----- ---- ----
/ / / / / / /
� / T T T T
y
0
qw
-- o ---- —0
---- --—° N o -
VC30
_
a6-
—- --
—
N --------------- -- ---- -------_- ----N ----
`n _._._
N
______________zp4--------------_------- _-------------------- ----------------------
--------- ------------------------ INSTALL LANE LINE
-------------------------------------------------_---- — — —
1,29
24 o C30
22 -----------
-roINSTALL DOUBLE YELLOW N REMOVE BY N — — —
d- — WET SANDBLASTING1 in N
N - - - - - - - - - - INSTALL 4 YELLOW _ 0 10,
N
EX. R 17
EX. R26(S)
STOP EX. R26(S)
w EX. R18 EX. W 1 1 EX. RTD EX. R18-2 EX. R18-2
GENERAL NOTES EX. R26(S) Ex. R1
_D
U
Q
W 1.
Ld
ALL TRAFFIC CONTROL WORK ANDDEVICES FOR CONSTRUCTION SHALL CONFORM TO THE
END CONSTRUCTION
C-17
V)
N
MANUAL OF TRAFFIC CONTROLS", LATEST EDITION, CALTRANS STANDARD SPECIFICATIONS
ROAD CONSTRUCTION AHEAD
C-30
AND STANDARD PLANS, LATEST EDITION.
LEGEND
2,
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA
NO RIGHT TURN
R-17
ENGINEERING DIVISION SPECIFICATIONS DATED 1975, AND ANY REVISIONS THEREAFTER.
R-96
3.
CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR
-
R -96C
POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT.
--------------------
4.
ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
ROAD NARROWS
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
O
OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY THE CITY
ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE CONSTRUCTION
M
REDUCES THE ROAD WAY TO A SINGLE THROUGH LANE OR WHERE THROUGH
b
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
IC
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.
O
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.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
j12.
/
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.
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.
CONES
PROPOSED SIGN (POST MOUNTED)
EXISTING SIGN
BARRICADE - TYPE II WITH FLASHER
BARRICADE - TYPE II WITH SIGN
BARRICADE - TYPE III WITH FLASHER
BARRICADE - TYPE III (W/ FLASHER) WITH SIGN
SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
WORK AREA�
��
LANE CLOSURES R0. C08921 m
�= Exp.. o 0 0
civic.
F OF CXVN�
EX. R18-2 EX. R26(S
SPECIAL NOTE
O1 CONTACT CITY OF FONTANA 48 HOURS IN
ADVANCE FOR SIGNAL REPHASING AND
TRAFFIC DETECTION TURN-OFF AND
COVERING OF EB LEFT TURN SIGNAL HEADS.
O2 4" YELLOW &WHITE TEMPORARY TAPE SHALL BE
USED TO DELINEATE THROUGH CONSTRUCTION
ZONE OF ALL PHASES AS NOTED.
�I 110
C-2
ROAD CLOSED
C-13
END CONSTRUCTION
C-17
ROADWORK SPEED LIMIT
C-18
ROAD CONSTRUCTION AHEAD
C-30
LANE CLOSED
C-38(MOD.)
USE NEXT ENTRANCE
R-16
NO RIGHT TURN
R-17
NO LEFT TURN
R-96
NO PED SYMBOL SIGN
R -R9613
USE CROSSWALK
R -96C
PEDESTRIANS PROHIBITED
W-1
REVERSE CURVE RIGHT/LEFT
W-15
ROAD NARROWS
w I—
z=
J �
o'
o'
w
0-
_ o -
U D
�w
Q
�W
MAINTAIN PEDESTRIAN ACCESS
O
H
W �
a
ALL DRIVEWAYS TO EXISTING BUSINESSES MUST
REMAIN ACCESSIBLE THROUGH CONSTRUCTION
300' TRANSITION
MASK OR BAG EXIST. R2(45)
550' 550'
� W1(LT) A W15
R96/R 6C
INSTALL 4" WHITE C17(30)
- — _ 3p _ - — 36 _ _ _ 37
C13 N
i�
9
w
0
Q w
w
:E (n
^-1 C &
30)