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CONSTRUCTION NOTES
ElINSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (129) WHITE CROSSWALK AND/OR LIMIT LINE.
❑3 INSTALL SIGN AND/OR POST AS SHOWN.
❑
6 RELOCATE SIGN AND POST AS SHOWN.
1-91 INSTALL SIGN ON PROPOSED STREET LIGHT POLE.
TYPE IV I TYPE IV
9 R26(S)
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RIGHT OF WAY I DET 12
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I. 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, THE SPECIAL PROVISIONS, AND THE STANDARD PLANS AND SPECIFICATIONS
OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (DATED, JULY 2002).
2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS).
A. 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 DRAWING 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROVISIONS).
7. CONTROL POINTS OR "CAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER 24 HOURS PRIOR
TO PAVEMENT STRIPING APPLICATION.
8• ALL CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED. SEE SPECIAL PROVISION FOR REMOVAL METHOD.
9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (12") STRIPES PER CITY STANDARD
DRAWING 1006.
10. REMOVE ALL CONFLICTING SIGNING AND STRIPING.
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20 10 0 20 40 60 80 100
SCALE 1"=40'
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150'
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DET 3811
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5
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0
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150'
10,
6/21
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RI
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R3615 �16' 16'
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OLEANDER AVENUE
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2
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R36(5)I RI
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17' 17'
CYPRESS AVENUE
491
El
TYPE G
DLR. OF TRAVEL ANN -
2ND MARKER NOT USED
4" WHITE STRIPE AT LIMIT LINES OR X -WALKS
DETAIL "A"
S)
"
J DET 38
-II]TYPE IV
t2 (45)
126 (S)
"
Y 1 APER
DET 12
HIGHLAND
JDET 12
r c'
9 R26 (S)
R26 (S)
I DET 29
CONSTRUCTION NOTES
ElINSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (129) WHITE CROSSWALK AND/OR LIMIT LINE.
❑3 INSTALL SIGN AND/OR POST AS SHOWN.
❑
6 RELOCATE SIGN AND POST AS SHOWN.
1-91 INSTALL SIGN ON PROPOSED STREET LIGHT POLE.
TYPE IV I TYPE IV
9 R26(S)
CURB
RIGHT OF WAY I DET 12
i
9 R26(S)
0' BAY TAPER o �~\ I DET 29
ry
9 R26(S)
#11GHLAND
1 DET 12
9 JR26 (S)
' 3HT OF WAY
CURB
AVENUE 'RLE2
GENERAL NOTES
6(S)
CURB
RIGHT OF WAY
R26 (S)
CD
0
o Q �
N N
oIn
I F --
v
M u)
O
W W
W
V Cn
Q
9 R26(S)
I. 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, THE SPECIAL PROVISIONS, AND THE STANDARD PLANS AND SPECIFICATIONS
OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (DATED, JULY 2002).
2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS).
A. 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 DRAWING 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROVISIONS).
7. CONTROL POINTS OR "CAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER 24 HOURS PRIOR
TO PAVEMENT STRIPING APPLICATION.
8• ALL CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED. SEE SPECIAL PROVISION FOR REMOVAL METHOD.
9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (12") STRIPES PER CITY STANDARD
DRAWING 1006.
10. REMOVE ALL CONFLICTING SIGNING AND STRIPING.
R26(S)
9 R26(5) \ \ \ O�
CURB
RIGHT OF WAY \ ti:a -J/
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R26 (5) 9 / A*�Q�(7��
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20 10 0 20 40 60 80 100
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