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-STA. 4+10.28, 12' LT.
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-STA. 4+10.28, 12' LT.
MATCH EXIST.
SIERRA
STA. 7+60, 26' LT.
ANGLE POINT
CAL TRANS E S G Q
7vA:F 23-3-8m
MATCH LINE STA.7+001�I
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97
4 5+00 EXIST. 2 WAY TURN LANE STRIPING 6 7 8 150' 8" WHITE SOLID 9
EXIST. 4" WHITE DASH f-
EXIST. 2 WAY TURN LANE STRIPING 150' 8" WHITE SOLID
ID EXIST. 4" WHITE DASH 4WHITE DASH 50'SOLNSTA. 7+71.82. 22' RT. 150' 8" WHITE SOLID
ANGLE POINT
STA. 6+81.82, 20' RT.
MATCH EXIST. F
.. .. .. .. ..
R18
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NOTES:
I. Striping to conform to CalTrans Traffic Manual.,
Chapter 6.
2. Contractor to remove all conflicting striping.
LEGEND: ~
R7.......... KEEP RIGHT (W/YELLOW REFLECTOR�t%K"AIA oCKER)
RIO...,,.,,,ONE WAY
R18 ......... RIGHT LANE MUST TURN RIGHT
R18—L....... LEFT LANE MUST TURN LEFT
R19 .......... NO LEFT OR U TURN
R25,,,,,,.,.PARK OFF PAVEMENT
R26A........ NO PARKING ANYTIME
R49.... ..... NO PED CROSSING
~- W74... ,,,...THRU TRAFFIC MERGE LEFT
W75,,,,,,...LANE ENDS MERGE LEFT
ALL SIGNS TO MEET CALTRANS STANDARDS
4Z PER TRAFFIC MANUAL UNIFORM CHART AND III
SIGN SPECIFICATIONS, , Q
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R18 AVENUE
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220' 8" WHITE SOLIi'- 50' 4" WHITE
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C I TY OF FONTANA , CAL I FORN I A
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Date.,
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16l
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REV.
REVISION DESCRIPTION
DATE
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DATE
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4" DOUBLE YELLOW
N q" WHITE DASH > R7
— —
97
4 5+00 EXIST. 2 WAY TURN LANE STRIPING 6 7 8 150' 8" WHITE SOLID 9
EXIST. 4" WHITE DASH f-
EXIST. 2 WAY TURN LANE STRIPING 150' 8" WHITE SOLID
ID EXIST. 4" WHITE DASH 4WHITE DASH 50'SOLNSTA. 7+71.82. 22' RT. 150' 8" WHITE SOLID
ANGLE POINT
STA. 6+81.82, 20' RT.
MATCH EXIST. F
.. .. .. .. ..
R18
C
0 20 40 80
SCALE : I "=40'
4" DOUBLE YELLOW
d4'
R7
7
0
N 4" DOUBLE YELLOW
" WHITE SOLID 4" DOUBLE YELLOW
vErQiL i
� NO SC4LE
NOTES:
I. Striping to conform to CalTrans Traffic Manual.,
Chapter 6.
2. Contractor to remove all conflicting striping.
LEGEND: ~
R7.......... KEEP RIGHT (W/YELLOW REFLECTOR�t%K"AIA oCKER)
RIO...,,.,,,ONE WAY
R18 ......... RIGHT LANE MUST TURN RIGHT
R18—L....... LEFT LANE MUST TURN LEFT
R19 .......... NO LEFT OR U TURN
R25,,,,,,.,.PARK OFF PAVEMENT
R26A........ NO PARKING ANYTIME
R49.... ..... NO PED CROSSING
~- W74... ,,,...THRU TRAFFIC MERGE LEFT
W75,,,,,,...LANE ENDS MERGE LEFT
ALL SIGNS TO MEET CALTRANS STANDARDS
4Z PER TRAFFIC MANUAL UNIFORM CHART AND III
SIGN SPECIFICATIONS, , Q
W
J
1
R18 AVENUE
.0 .. -
220' 8" WHITE SOLIi'- 50' 4" WHITE
SOLID
a117R74" WHITE DASH
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0
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4" WHITE DASH
8" WHITE SOLID
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in
12" WHITE SOLID C
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STA. 14+91.60, 25' LT.
h ANGLE POINT STA. 15+91.60, 27' LT.
• - MATCH EXIST.
STA. 15+91.60, 16' LT.
STA. 14+92.08, 14' LT. //;ATCH EXIST.ANGLE POINT EE DETAIL "A"
EXIST. 8" WHITE SOLID
EXIST. 4" WHITE DASH
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ATCH L I NE STAo�Mf---' Information Obtained From
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12"
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EMI VEERS & PLANNERS
C I TY OF FONTANA , CAL I FORN I A
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PUBLIC WORKS DEPARTMENT
0
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Approved :
4 14777
WILLIAM H. W I LSON R.C.E. Dat a
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Cf1�AIt%4�D LOC�'�%)Gad oFsrGN..IrD.
R18
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Date.,
AUG. 1989
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Approved �s/, �� ��� 25126
ACTING CITY ENGINEER ROBERT WEDD E R.C.E.
g' N016,
16l
0
REV.
REVISION DESCRIPTION
DATE
0
N
4" WHITE DASH
8" WHITE SOLID
_ wnri o" uIu1'rr ent 1
4" WHITE DASH
iL/.V7
8" WHITE SOLID
in
12" WHITE SOLID C
2
IYO 5C,4L �
STA. 14+91.60, 25' LT.
h ANGLE POINT STA. 15+91.60, 27' LT.
• - MATCH EXIST.
STA. 15+91.60, 16' LT.
STA. 14+92.08, 14' LT. //;ATCH EXIST.ANGLE POINT EE DETAIL "A"
EXIST. 8" WHITE SOLID
EXIST. 4" WHITE DASH
RIO
715+00 100, ! F
JL
wl-117z E),4,51-1 CEh7�ND 37R/P/^/6 N
4" WH I TE DASH
51-1
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•
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T,yrs sN��T NBS/LOWRY
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22+00 �� � ��,��� o �; r.J�_ � _ �� ��,I Y� �� I � ; ;.��RECORD DRAlI1lINGS
ATCH L I NE STAo�Mf---' Information Obtained From
� /09 J'j OMA- ��'
Clienrs Records
qlF ° L\F�3 NBS' R d
F C� S eCor S
Contractor's Records
By F Dale
EMI VEERS & PLANNERS
C I TY OF FONTANA , CAL I FORN I A
PUBLIC WORKS DEPARTMENT
0
�Go,�J, D�Al�t/�/VG
�i�90
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10920 V I A FRONTERA. P.O. BOX 28100, SAN DIEGO, CALIFORNIA 92128 ( 619 ) 485-1500
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R75
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INLAND EMPIRE CENTER
37RIFIIA\IG�L,
Sc o I e :
1"=40'
AOO,O SP1/YOR�Z- 70/L / �' 2
2-2/-&2
(,(�
,
T" j
Approved :
4 14777
WILLIAM H. W I LSON R.C.E. Dat a
Cf1�AIt%4�D LOC�'�%)Gad oFsrGN..IrD.
��•��
(ter
It•$•fi�►
Designed By:
Date.,
AUG. 1989
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/2 -?-89
CP��
IQ,kG✓
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Checked By
l
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Approved �s/, �� ��� 25126
ACTING CITY ENGINEER ROBERT WEDD E R.C.E.
g' N016,
16l
17
2O
REV.
REVISION DESCRIPTION
DATE
ENGIR
_
CII Y
DATE