HomeMy WebLinkAbout2854-3a
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TYPE G
MARKER
4" WHITE
STRIPE
9 u EX. C&G
49
2 EX/STING f�/l//
GENERAL NOTES:
DET 9
R 1, SN S
EX. C&G
Lo
Lo
Q0
58+00 N
e
0
N TYP.
540' TRANSITION
R28(S)RT
,X/S/wC 811141
rn PROP. C&G
cd
,
N
0
N
DET 9
:f
R35
�J 7
&PbS1� ��JDET 22
JACKSON DRIVE FROM STA 29+16 f
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 & 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.
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.
DIRECTION
OF TRAVEL
6 ' 49'
TYP.
DETAIL "A"
N.T.S.
[1
R2(40)
"40" (2) H 4 JR26(S)
C3" �r
Q �
120' REVERSE CURVE
f
61 +00
=
L=2651
0
EX. C&G
Z-X/STWO f./!11/
DET 37B
log 111 J14 U11 E
r-1]DET 9
TYPE IV(LT) F
EX. C&G
co
N
z+00 N
L=140'
CD
R18-2
11 TYP E I V(R T)
4 R28(S)LT 1 DET 9 2 3 R18-2
]TYPE IV(LT)
t
----------------------------
--------------- ----
EX. EP
t Ln - --
------------------------ --v
----------- --------- _ __
', 4+00 i ; 65+00
Q EX. EP
-------__—_-------------
---
,
i
-------------- --- ------
„ f
II
„
1 DET 38 '
-{TYPE IV(RT) 13ASELINE AVENUE
CONSTRUCTION NOTES
1-11 APPLY STRIPING DETAIL, STENCIL, OR
PAVEMENT LEGEND AS NOTED.
[2]REMOVE CONFLICTING STRIPING
INCLUDING RAISED PAVEMENT MARKERS,
UNLESS OTHERWISE NOTED.
�3 REMOVE SIGN(5) AND/OR POST.
[4]INSTALL SIGNS) AND/OR POST.
❑5 APPLY 12" LIMIT LINE OR CROSSWALK
LINE (WHITE UNLESS OTHERWISE NOTED).
F6 REMOVE EXISTING DAMAGED OR FADED SIGN
AND REINSTALL SIGN IN KIND.
F RELOCATE EXISTING SIGN AND POST TO
LOCATION AS SHOWN OR NOTED.
J
Z
W
W
Q
z
J
9
cD
Z
cZa
40 20 0 40 80 120
Citrus—Foo thill ToBoselin eSh ee t. dw
N
W
—
W
U)
=
W
Z
00-
LLI
A
o -
_
W
O
N
9 u EX. C&G
49
2 EX/STING f�/l//
GENERAL NOTES:
DET 9
R 1, SN S
EX. C&G
Lo
Lo
Q0
58+00 N
e
0
N TYP.
540' TRANSITION
R28(S)RT
,X/S/wC 811141
rn PROP. C&G
cd
,
N
0
N
DET 9
:f
R35
�J 7
&PbS1� ��JDET 22
JACKSON DRIVE FROM STA 29+16 f
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 & 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.
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.
DIRECTION
OF TRAVEL
6 ' 49'
TYP.
DETAIL "A"
N.T.S.
[1
R2(40)
"40" (2) H 4 JR26(S)
C3" �r
Q �
120' REVERSE CURVE
f
61 +00
=
L=2651
0
EX. C&G
Z-X/STWO f./!11/
DET 37B
log 111 J14 U11 E
r-1]DET 9
TYPE IV(LT) F
EX. C&G
co
N
z+00 N
L=140'
CD
R18-2
11 TYP E I V(R T)
4 R28(S)LT 1 DET 9 2 3 R18-2
]TYPE IV(LT)
t
----------------------------
--------------- ----
EX. EP
t Ln - --
------------------------ --v
----------- --------- _ __
', 4+00 i ; 65+00
Q EX. EP
-------__—_-------------
---
,
i
-------------- --- ------
„ f
II
„
1 DET 38 '
-{TYPE IV(RT) 13ASELINE AVENUE
CONSTRUCTION NOTES
1-11 APPLY STRIPING DETAIL, STENCIL, OR
PAVEMENT LEGEND AS NOTED.
[2]REMOVE CONFLICTING STRIPING
INCLUDING RAISED PAVEMENT MARKERS,
UNLESS OTHERWISE NOTED.
�3 REMOVE SIGN(5) AND/OR POST.
[4]INSTALL SIGNS) AND/OR POST.
❑5 APPLY 12" LIMIT LINE OR CROSSWALK
LINE (WHITE UNLESS OTHERWISE NOTED).
F6 REMOVE EXISTING DAMAGED OR FADED SIGN
AND REINSTALL SIGN IN KIND.
F RELOCATE EXISTING SIGN AND POST TO
LOCATION AS SHOWN OR NOTED.
J
Z
W
W
Q
z
J
9
cD
Z
cZa
40 20 0 40 80 120
Citrus—Foo thill ToBoselin eSh ee t. dw