HomeMy WebLinkAbout3154-15AtigM Ana AVe.
46 46,
34
34'
em
46
CHERRY
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f 48 Rl,b(Rt) Sign c"
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RIO(Rt) Sig -
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77— 1&
41 42 4: 43
Aliso Drive,
30" 32.;;
24� 24
45-ol
APPLY 200MM
CITY OF FONTANA
Q
PER CITY OF FONTANA TRAFFIC DEPT. STD.
PER CALTRANS
SIGNING AND STRIPING GENERAL NOTES:
Direction
1.
J
Aliso Drive,
30" 32.;;
24� 24
45-ol
APPLY 200MM
CITY OF FONTANA
Q
PER CITY OF FONTANA TRAFFIC DEPT. STD.
PER CALTRANS
SIGNING AND STRIPING GENERAL NOTES:
Aliso Drive,
30" 32.;;
24� 24
45-ol
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200
Medion 40
-,(44)3 R10(Rt)
0
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+ to
00 300 150
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white stripe
APPLY 200MM
CITY OF FONTANA
PER CITY OF FONTANA TRAFFIC DEPT. STD.
PER CALTRANS
SIGNING AND STRIPING GENERAL NOTES:
Direction
1.
All work, materials and equipment for traffic signing and striping shall conform to
of, Travel
HEREON.
these planet, the starward, Specific ations" for the, C4_ of Forttaf—w and, the, Standord
LL_
APPLY 3 M
Specifications of the State of Cartfornia (Doted: July, 1999). Measurements shown
REVISED TO INSTALL 5'Q BIKE LANE AND
APPLY PAVEMENT MARKING AS SHOWN PER
are in meters unless otherwise shown.
SCALE- 111=40'
CAI -TRANS STD.
PLAN A24A.
Typ_Type
47'
APPLY 200MM(8*)
2.
Pavement markings and legends shall conform to the City of Fontana standard
OR LEGEND PAVEMENT LEGEND PER CA
0
PLAN A20D. DETAIL 38
stencils.
GRAPHIC SCALE
MODIFIED WITH
TYPE C MARKERS.
All striping and pavement markings shall be Alkyd Thermoplastic per special
STD,;. PLAN A290% DETAIL 391.
40 0 20 40 ap
180
prowittions-
NE53 —
APPLY 6" INTERSECTION BIKE LANE LINE PE
cm
Li
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4.
Traffic sign dimensions, color and lettering shall conform to the latest Caltrans
I inch
Sign Specification Sheets. Sign codes shown hereon are to conform to Caltrans
Prepared Under The Supervision Of
0
CITY OF FONTANA, CALIFORNIA
Specification Sheet Codes. Traffic sign stize shall be standard unless otherwise
C)
shown on the plans.
d
JURUPA AVE. 0 SLOVER AVE. DAM
DESr,NED BY:
(D
5.
All signs all be mounted on a galvanized steel post, unless otherwise shown, per
Date
CHECKED BY-
OVED- DRAWING NO.
4"O"ZZ
1
City Standard Detail No. 139.
,-RIO( N
Sign
`1-6.
It shaH be the responsibility of the contractor to maintain borricodes. delineators
or other traffic, conW at, alt times.
<
V_
7.
Control points or Ocat—truclot ag" to be approved by the Engineer 2 working dqm
prior to pavement striping application.
8.
Crosswalks shall have 1W between the centerrines of 300 rnm (12") stripes per
City Standard Detail No. 1006.
17111
_F
0
9.
All conflicting stripitrig and morkings to be removed by method as approved by the
Engineer.
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Marker j 6 41 4
-
01.
T- L
0 V11.
200
Medion 40
-,(44)3 R10(Rt)
0
(0
+ to
00 300 150
LO
LO
f I I
(4651 C4
—1 64
I Ave.
N
85 66
C4 t
Uisting AC Berm-
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1 P P Lm_m(f T
white stripe
APPLY 200MM
(87) WHITE LANE DROP LINE
PER CITY OF FONTANA TRAFFIC DEPT. STD.
PER CALTRANS
STD. A20C. DETAIL 378
Direction
APPLY IODMM
(4") WHITE STRIPE PER DETAIL
of, Travel
HEREON.
45
APPLY 3 M
12 WHITE STRIPE
REVISED TO INSTALL 5'Q BIKE LANE AND
APPLY PAVEMENT MARKING AS SHOWN PER
60 49' 6"
SCALE- 111=40'
CAI -TRANS STD.
PLAN A24A.
Typ_Type
47'
APPLY 200MM(8*)
WHITE STRIPE PER
OR LEGEND PAVEMENT LEGEND PER CA
CALTRANS STD.
PLAN A20D. DETAIL 38
MUTCD FIGURE 9C-6
GRAPHIC SCALE
MODIFIED WITH
TYPE C MARKERS.
NOT TO SCALE
STD,;. PLAN A290% DETAIL 391.
40 0 20 40 ap
QUPI�RCMES DwG
IMIALL blkiN AMU rUbl, ITet Ab INMAILUt
PER CITY OF FONTANA TRAFFIC DEPT. STD.
APPLY 100MM (4") WHITE LANEUNIE PER,
CALTRANS SM. PLAN A20A, DETAIL 12.
APPLY 200MM r87) WHITE STRIPE PER
CALTRANS STD. PLAN A201). DETAIL 38.
REVISED TO INSTALL 5'Q BIKE LANE AND
MODIFY LANE WIDTHS 'to Sty%s
SCALE- 111=40'
APPLY THERIMOPLACTIC, STRIPING, STENCIL,
OR LEGEND PAVEMENT LEGEND PER CA
MUTCD FIGURE 9C-6
GRAPHIC SCALE
APPLY 6" BIKE LANE LINE PER CALTRANS
STD,;. PLAN A290% DETAIL 391.
40 0 20 40 ap
180
NE53 —
APPLY 6" INTERSECTION BIKE LANE LINE PE
CALTRANS STD. PLAN A20D. DETAIL 39—A.
IN FM
I inch
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DMWN BY:
SCALE
CHERRY AVE. SIGNING & STRIPING PLAN As Noted
JURUPA AVE. 0 SLOVER AVE. DAM
DESr,NED BY:
KW
STA 36+ O.Qd 0 STA, 67+00.00 05/22/2008
Date
CHECKED BY-
OVED- DRAWING NO.
4"O"ZZ
1
RICARDO SANDOVAL R.C.E. 51152
C11Y ENGINEER DATER.C.E. 51152 3154A 15
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