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EX. NSAT
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EX. NSAT
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KAISER HOSPITAL
FUTURE ENTRANCE
SEE PHASE 11 ON SHEET 2 OF 2 j Z ~
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USE AND PLACEMENT OF FLASHING ARROW SIGNS SHALL BE AS DIRECTED BY THE ENGINEER. TYRE
1.
EXISTING STRIPING do MARKINGS TO REMAIN.
SIGNS
OF FLASHING ARROW SIGN AND MODE OF OPERATION SHALL BE AS SHOWN ON THE PLANS.
EXISTING STRIPING & MARKINGS TO BE REMOVED.
7.
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EX. R26(S) EX. R26(S)
STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE ENGINEER SMALL
b
C13
R26(S) R26(S)
11
BARRICADE — TYPE III WITH SIGN
®
FLASHING ARROW BOARD SIGN
•
CONE OR PORTABLE DELINEATOR SPACED
15.
AT 25' ALONG TAPER AND 40' ALONG
14
k
3.
toV4
�'
STANDARD PLANS A20 A -C AND A24 A -D, THE STANDARD SPECIFiCAT"S, AND THE SPECIAL
C-18
ROAD CONSTRUCTION AHEAD
N
N SEE NOTE 1
C-20
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-
T-
4.
EXACT LOCAI M OF ALL EQUIFVENT AND CONTROL DEVICES TO BE DETERMMWD BY THE El+NgNEFR.
N
MERGE RIGHT/LEFT
ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
R-7
RIGHT/LEFT
KEEP RIGHT LEFT
s.
CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE Of QUALIFIED
11.
ALL WOAK AREAS SMALL K COMPLETELY CONNED AND/OR DELINEATED AND/OR OAFYIICADEO.
AND APPROPRIATE SIGNAGE AS DIRECTED BY THE ENGINEER. FLAGMEN SHALL FOLLOW
14
N
NO LEFT TURN
THE LATEST CALTRANS INSTRUCTIONS TO FLAGGERS.
R-26
NO PARKING ANY TIME
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EX. R49
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4 YELLOW SEE NOTE 2
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C18
C1
C20A
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C20A
R17
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EX. R26 S& �'
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R26(S) M W11(RT) M
a R26(S) M
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R17
R17 & R26(S) R26(S) M R26(S) M
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EX. R13
EX. R26(S)
EX. R2 50 EX. R26(S)
EX. R26 S
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R 1 T
4" YELLOW SEE NOTE 2
0
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540'
540'
540'
330
320'
EX. NSAT
12' 12' 12' 13'
EX. NSAT
EX. NSAT
VINEYARD VALLEY
DIY.
W
I
2
U
H
Q
VALLEY
EX. NSAT
VALLEY BLVD.
EX. NSAT
i
w
uj
z 4" YELLOW SEE NOTE 2 544 540'
ZI Ix SEE NOTE 1
04 R26(S) R26(S) R26(S) R26(S) R26(S) R26(S) R26(S) C20A
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1 t?s0 TRANSITIONN N JOIN
o- - - - - - - - - - - - - - - - - - - - — - - - - - - - =e•r- - — - - - - - - - - - - - - - - ---- - - - -Tg- E�— - - - -
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�jC5 �' TRAN
15 SEE NOTE 1 N
N
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M R26(S) R26(S) 3 R17 R26(S) M M C13 R26(S) M R26(S) M R26(S) M R26(S) M R26(S) M
Ui 4" YELLOW SEE NOTE 2
0 SEE PHASE III ON SHEET 2 OF 2
v
U
Q
LEGEND
USE AND PLACEMENT OF FLASHING ARROW SIGNS SHALL BE AS DIRECTED BY THE ENGINEER. TYRE
1.
EXISTING STRIPING do MARKINGS TO REMAIN.
SIGNS
OF FLASHING ARROW SIGN AND MODE OF OPERATION SHALL BE AS SHOWN ON THE PLANS.
EXISTING STRIPING & MARKINGS TO BE REMOVED.
7.
PROPOSED STRIPING & MARKINGS.
-�
STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE ENGINEER SMALL
b
EXISTING SIGNS; M PROPOSED SIGNS.
SO
SIGNAUZED INTERSECTION.
11
BARRICADE — TYPE III WITH SIGN
®
FLASHING ARROW BOARD SIGN
•
CONE OR PORTABLE DELINEATOR SPACED
15.
AT 25' ALONG TAPER AND 40' ALONG
C-13
TANGENT SECTION. UNLESS OTHERWISE NOTED.
EX. NSAT
NOTES
1. REMOVE EXISTING STRTPING/PAVEMENT MARKINGS
2. TEMPORARY TAPE, DETOUR GRADE.
&'RECORID DRAWING"
CP' #,
540'
SCALE: 1" s 40'
4.
USE AND PLACEMENT OF FLASHING ARROW SIGNS SHALL BE AS DIRECTED BY THE ENGINEER. TYRE
1.
GENERAL NOTES
ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM{ TO THE LATEST EDITIONS OF
SIGNS
OF FLASHING ARROW SIGN AND MODE OF OPERATION SHALL BE AS SHOWN ON THE PLANS.
THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS,
7.
CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR TAPE, PAVEMENT MARKINGS, AND
13.
STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE ENGINEER SMALL
RAISED PAVEMENT MARKERS FOR SHORT TERM USE AS DIRECTED BY THE ENGINEER.
14.
BE DEFINED AS THE CITY OF FONTANA TRAFFIC ENGINEER OR HIS REPRESENTATIVE.
C-1
DETOUR AHEAD
2.
L ANN► E CLOSuIRES SiAA.L of AS SHavw ON TINE PLANS ae AS DIRECTED BY 7W --
C-5
DETOUR
15.
MASK OR BAG ALL CONFLICTING SIGNS.
C-13
END CONSTRUCTION
3.
SIGNING AND STRIPING SHALL CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, JULY 1992
A MINIMUM OF ONE 12' MIN. TRAVEL LANE IN EACH DIRECTION SHALL BE MAINTAINED THROUGH
STANDARD PLANS A20 A -C AND A24 A -D, THE STANDARD SPECIFiCAT"S, AND THE SPECIAL
C-18
ROAD CONSTRUCTION AHEAD
PROVISIONS.
C-20
RIGHT/LEFT LANE CLOSED AHEAD
4.
EXACT LOCAI M OF ALL EQUIFVENT AND CONTROL DEVICES TO BE DETERMMWD BY THE El+NgNEFR.
W-11
MERGE RIGHT/LEFT
ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
R-7
RIGHT/LEFT
KEEP RIGHT LEFT
s.
CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE Of QUALIFIED
11.
ALL WOAK AREAS SMALL K COMPLETELY CONNED AND/OR DELINEATED AND/OR OAFYIICADEO.
AND APPROPRIATE SIGNAGE AS DIRECTED BY THE ENGINEER. FLAGMEN SHALL FOLLOW
R-17
NO LEFT TURN
THE LATEST CALTRANS INSTRUCTIONS TO FLAGGERS.
R-26
NO PARKING ANY TIME
NOTES
1. REMOVE EXISTING STRTPING/PAVEMENT MARKINGS
2. TEMPORARY TAPE, DETOUR GRADE.
&'RECORID DRAWING"
CP' #,
540'
SCALE: 1" s 40'
4.
USE AND PLACEMENT OF FLASHING ARROW SIGNS SHALL BE AS DIRECTED BY THE ENGINEER. TYRE
12
ALL ADVANCE WARNINGS" SHAH BE ILLUMINATED. ALLOTHER SIGNS SHALL BE EITHER
OF FLASHING ARROW SIGN AND MODE OF OPERATION SHALL BE AS SHOWN ON THE PLANS.
REFLECTORIZED OR ILLUMINATED.
7.
CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR TAPE, PAVEMENT MARKINGS, AND
13.
A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TAMES.
RAISED PAVEMENT MARKERS FOR SHORT TERM USE AS DIRECTED BY THE ENGINEER.
14.
IT SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO 11ARITAIN BAEmwo%it ESr DFLINEAT4R&L OR
d
FLASHNG BEACONS AND WAI MIG LJG14TS SMALL BE USED AS DIKCTED BY TNS
OTHER TRAFFIC CONTROL AT ALL TIMES.
15.
MASK OR BAG ALL CONFLICTING SIGNS.
%
CONSTRUCTION ACTIVITY WITHIN THE AREAS NOTED SHALL BE DIRECTED BY THE CITY OF FONTANA.
A MINIMUM OF ONE 12' MIN. TRAVEL LANE IN EACH DIRECTION SHALL BE MAINTAINED THROUGH
THE WORK AREA DURNNG WORK HOURS.
10.
CONTRACTOR SHALL REMOVE ALL CONSTRUCTION TRAMC CONTROL, TEMPORARY SIGNING, AND
AT THE BEGINNING OF CONSTRUCTION (FIRST DAY) THE CONTRACTOR
TEMPORARY STRIPING UPON COMPLETION OF CONSTRUCTION AND RESTORE SIGNING AND STfUPM
SHALL REQUEST THE CITY TRAFFIC ENGINEER TO DO A RADAR SPM
TO ORIGINAL CONDITIONS, OR TO THE SATISFACTION OF THE ENGINEER.
ZONE FOR TEMP. CONSTRUCTION SPEED ZONE.
11.
ALL WOAK AREAS SMALL K COMPLETELY CONNED AND/OR DELINEATED AND/OR OAFYIICADEO.
PHASE I