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FOOTHILL BOULEVARD
300' TRANSITION
DET 22
BUS
DET 22
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N
11+00
N
4
6 JR28(S)-RT DET 38
Q 30'
R26(S)
"AHEAD"
(2)
4]R26(S) CITRUS AVENUE 41
R26(S)
SIGNAL" 1 DET 9
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R26(S) FX/ST/N0 W41
Ex. c&G �!
L=200' N 75' TRANSITION N
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1 0031 o 14+oo ( 15+00 I 16+00 _�7++ 00
N � N
4 g TYP.
EX. C&G
R 2 (40) _NG °
BUS
4 R26(S) 4 R26(S) 2
1 TYPE IV(LT) 1 TYPE IV(LT) 1 TYPE IV(LT) 1 "40" (2) 1 DET 9 1 DET 32
1
SI� (n(R1,SNS
BARGEE STREET
4]R28(S)-RT @ 30° 4 R26(S)
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N
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BUS S10PX/sT/r C T/lam ° 2 I SIOP W63 1 R26(S) R1,SNS
1 DET 9
REED COURT HARVEY DRIVE
1 DET 9
GENERAL NOTES:
• CITRUS "ENUE
254:aQr 26+00
\--Ul "SCHOOL"(2)
"SLOW"(2)\_DIXING"(2)
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO
THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA,
AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION.
2. PAVEMENT MARKINGS &e LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC.
4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
SHOWN ON THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,
PER CITY STANDARD DETAIL 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
DIRECTION
OF TRAVEL
49'
DETAIL "A"
N.T.S.
DET 22
EX/ST/NG /?11111
1 •
MALAGA AVENUE
� W66 W66A
& POST
ril
EX. C&G
___v p \L� \L
EX/ST/NG R/11/ W66,W66A
YELLOW WITH
12"DIAGONALS 5 3 W74(LT)
5' O.C. TO STA 59+26 ±
7. CONTROL POINTS OR "CAT–TRACKING" TO BE APPROVED BY THE ENGINEER TWO WORKING DAYS PRIOR
TO PAVEMENT STRIPING APPLICATION.
8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY OF FONTANA STANDARD
DETAIL 1006.
9, CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER.
10. ALL PROPOSED SCHOOL SIGNS SHALL BE LIME–GREEN COLOR.
11. AS SHOWN ON PLANS, DETAIL 9 SKIP STRIPES SHALL END AT INTERSECTIONS WITH 50' SOLID STRIPE
AND RAISED PAVEMENT MARKERS PER DETAIL "A" SHOWN HEREON.
12, INSTALL BLUE TWO–WAY REFLECTIVE PAVEMENT MARKERS AT EACH FIRE HYDRANT.
1E R26(S)
BARBEE AVENUE
R 1, S (1S
N
1s+00
EX. C&G `t
EX/ST/NG t11114/
--UR2s(s)
V 1
DET 32DET 9 f�
1 IDET 22
EX/ST/NG R/!y
31
EX. C&G
z �
Llf 3:
FAIRVIEW AVENUE
DET 9
300' TRANSITION
4 R26(S)
DET 32 ,--� 11DET 9 I
EX/ST/N R/lit/
O
1-11APPLY
O
O
O
+�
41'N W
Ex. c&G
LINE (WHITE UNLESS OTHERWISE NOTED).
❑2
REMOVE CONFLICTING STRIPING
EX. C&G
M
N
o
21
W A
N
Z W
—
RELOCATE EXISTING SIGN AND POST TO
LOCATION AS SHOWN OR NOTED.
F4]INSTALL
= W
W
N
cc
cc
33
Q
R26(S)
N
=
4
U)—
DET 1 DET 22
1 I DET 22
Q
1 "AHEAD" (2)
],,'STOP" (2)\_mDET 9
O
1-11APPLY
STRIPING DETAIL, STENCIL, OR
O
APPLY 12" LIMIT LINE OR CROSSWALK
PAVEMENT LEGEND AS NOTED.
LINE (WHITE UNLESS OTHERWISE NOTED).
❑2
REMOVE CONFLICTING STRIPING
EX. C&G
M
N
o
AND REINSTALL SIGN IN KIND.
N
Q
lfl
RELOCATE EXISTING SIGN AND POST TO
LOCATION AS SHOWN OR NOTED.
F4]INSTALL
SIGNS) AND/OR POST.
N
cc
W
33
W
N
=
Z
U)—
W
W
EX. C&G N
Z
U)
Q
1 "AHEAD" (2)
],,'STOP" (2)\_mDET 9
40 20 0 40 80 120
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CONSTRUCTION NOTES
1-11APPLY
STRIPING DETAIL, STENCIL, OR
5�
APPLY 12" LIMIT LINE OR CROSSWALK
PAVEMENT LEGEND AS NOTED.
LINE (WHITE UNLESS OTHERWISE NOTED).
❑2
REMOVE CONFLICTING STRIPING
[6]REMOVE
EXISTING DAMAGED OR FADED SIGN
INCLUDING RAISED PAVEMENT MARKERS,
AND REINSTALL SIGN IN KIND.
�3
UNLESS OTHERWISE NOTED.
REMOVE SIGNS) AND/OR POST.
lfl
RELOCATE EXISTING SIGN AND POST TO
LOCATION AS SHOWN OR NOTED.
F4]INSTALL
SIGNS) AND/OR POST.
40 20 0 40 80 120
1!!!! - —1
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