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DET 22 H 1 IDET 9 H 1 "40" (2)
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EX. C&Go
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DET 9
YELLOW WITH
12" DIAGONALS
5' 0. C. (TYP.)
W56,TYPE N
1 "STOP"
MILLER AVENUE
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35+00 N 31 N 37+QO
R1,TYPE K 2 5 YELLOWINA
a 12 DIA
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R1
DETAIL "A" (2) 1
"STOP" (2) 1
TYP E K 161
R I MPE K
S10P S10P
MILLER AVENUE
W56, BUS
TYPE N
R1,SNS
6 W56
1 11'' 21N 4 Z LIIJ
YELLOW WITH
12" DIAGONALS
5' 0. C. (TYP.)
]"STOP" (2)
1 DETAIL "A" (2)
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L --U DET "A"
YELLOW WITH
12" DIAGONALS
5' 0. C. (TYP.)
DET 9 DET 22 CITRUS "ENUE ,--��DET 22
EX/ST/NG R/GI/
EX. C&G
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TYP.
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EX/ST//l/G f� l�l� r—rRl, SNS
DET 9
ELAINE ®RIVE
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1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO
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AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA
INCLUDING RAISED PAVEMENT MARKERS,
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AND REINSTALL SIGN IN KIND.
2.
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3.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC.
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SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
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EX. C&G
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
4" WHITE
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OR OTHER TRAFFIC CONTROL AT ALL TIMES.
STRIPE
R18-2
DET 22 H 1 IDET 9 H 1 "40" (2)
82(40) z-X/ST//i/G R11� BUS
EX. C&Go
O N
- N �
N � N
DET 9
YELLOW WITH
12" DIAGONALS
5' 0. C. (TYP.)
W56,TYPE N
1 "STOP"
MILLER AVENUE
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„
„
„
ii
A
z "
„
35+00 N 31 N 37+QO
R1,TYPE K 2 5 YELLOWINA
a 12 DIA
N 5 0 C
R1
DETAIL "A" (2) 1
"STOP" (2) 1
TYP E K 161
R I MPE K
S10P S10P
MILLER AVENUE
W56, BUS
TYPE N
R1,SNS
6 W56
1 11'' 21N 4 Z LIIJ
YELLOW WITH
12" DIAGONALS
5' 0. C. (TYP.)
]"STOP" (2)
1 DETAIL "A" (2)
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5' 0. C. (TYP.)
DET 9 DET 22 CITRUS "ENUE ,--��DET 22
EX/ST/NG R/GI/
EX. C&G
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N
4400 47+00 48+00 49+00 50+00 N
10 o
TYP.
EX. C&G - -
EX/ST//l/G f� l�l� r—rRl, SNS
DET 9
ELAINE ®RIVE
TYP.
DETA L "A"
N.T.S.
51
DET 9
R2(40)
"40" (2)
3JR18-2 1 DET 9 1 "AHEAD" (2) 3 W74 & POST
& POST
r-n"STOP" (2)
SAN A IN O AV NUE
R1,SNS BUS
W1J
52+00
EX. C&G
--rST/NG /F/GI/
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.
W17
R35
T�'/ST/NG 11114/
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GENERAL NOTES:
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1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO
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THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA,
INNQ
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AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA
INCLUDING RAISED PAVEMENT MARKERS,
DEPARTMENT OF TRANSPORTATION.
AND REINSTALL SIGN IN KIND.
2.
PAVEMENT MARKINGS &LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
41+00 42+00 43+00 44+00 N 45
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
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SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
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SHOWN ON THE PLANS.
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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
4" WHITE
Lu
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
STRIPE
EX. C&G
DIRECTION
TYPE G
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MARKER�
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OF
REV.
TRAVEL � TF))Nr=7���^ I I
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TIN
TYP.
DETA L "A"
N.T.S.
51
DET 9
R2(40)
"40" (2)
3JR18-2 1 DET 9 1 "AHEAD" (2) 3 W74 & POST
& POST
r-n"STOP" (2)
SAN A IN O AV NUE
R1,SNS BUS
W1J
52+00
EX. C&G
--rST/NG /F/GI/
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.
W17
R35
T�'/ST/NG 11114/
J 32' EX. C&G
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LL
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EX. C&G
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:3 m
LL
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EX. C&G
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N
W
INNQ
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REMOVE EXISTING DAMAGED OR FADED SIGN
INCLUDING RAISED PAVEMENT MARKERS,
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AND REINSTALL SIGN IN KIND.
ELOCATION
UNLESS OTHERWISE NOTED.
REMOVE SIGNS) AND/OR POST.
41+00 42+00 43+00 44+00 N 45
A
— — — — — — — — — — — — — — — —
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LV
DET 9
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53+00 N
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EX/ST/NG f��l�l/
00
SIS
DET 22
DET 9
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N
W
EX. C&G
PAVEMENT LEGEND AS NOTED.
W
INNQ
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REMOVE EXISTING DAMAGED OR FADED SIGN
INCLUDING RAISED PAVEMENT MARKERS,
EX. C&G
NO R1 IPI
R1,SNS
MONTGOMERY AVENUE
CONSTRUCTION NOTES
540' TRANSITION
DET 9
1]
APPLY STRIPING DETAIL, STENCIL, OR
�
APPLY 12" LIMIT LINE OR CROSSWALK
PAVEMENT LEGEND AS NOTED.
LINE (WHITE UNLESS OTHERWISE NOTED).
REMOVE CONFLICTING STRIPING
�
REMOVE EXISTING DAMAGED OR FADED SIGN
INCLUDING RAISED PAVEMENT MARKERS,
AND REINSTALL SIGN IN KIND.
ELOCATION
UNLESS OTHERWISE NOTED.
REMOVE SIGNS) AND/OR POST.
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0
N
-
uj
N,
Lil
W
5400 N N 57
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O
Lu
EX. C&G
DET 9
1]
APPLY STRIPING DETAIL, STENCIL, OR
�
APPLY 12" LIMIT LINE OR CROSSWALK
PAVEMENT LEGEND AS NOTED.
LINE (WHITE UNLESS OTHERWISE NOTED).
REMOVE CONFLICTING STRIPING
�
REMOVE EXISTING DAMAGED OR FADED SIGN
INCLUDING RAISED PAVEMENT MARKERS,
AND REINSTALL SIGN IN KIND.
ELOCATION
UNLESS OTHERWISE NOTED.
REMOVE SIGNS) AND/OR POST.
E
RELOCATE EXISTING SIGN AND POST TO
AS SHOWN OR NOTED.
P1
INSTALL SIGNS) AND/OR POST.
40 20 0 40 80 120
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