HomeMy WebLinkAbout3447-1SEE ABOVE RIGHT
MATCHLINE -STA 104+00
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R7
1 �3 TYPE K
12
18' 14' I 13' 20'
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46' 46'
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PROP FENCE
TYPE IVLA]
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R26(S) 3 I � I
CALTRANS RIGHT OF WAY
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R=90'
121
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DET 29I
R7 3 I
TYPE K � 18' 12'1 I I 12' 12' 16' 13
R34A 7
�CURB
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o
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N N
OF WAY
I TYPE IV
co
1 b co �
R2(45) 6 �
R26(S)
1145"
RAISED I
MEDIAN I 8
CURB I
EDGE OF � 3 R�8 2
PAVEMENT 31 1 TYPE IV
R26(S)
RIGHT 40,qg'
OF WAY 4
61'
rn
STA 97+00 MATCHLINE
SEE BELOW RIGHT
LEGEND:
OS SIGNALIZED INTERSECTION
N
- 250'
250'
- - 210'
rn
O
N
I
R36(5)
R2(45)
3 R26(S)
1 "4 5"
w;;
TYPE I V
-nR26(S)
E
N O
20 10 0 20 40 60 80 100
SCALE: 1"=40'
SOUTH
CONSTRUCTION NOTES:
F-1 I INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (12") WHITE CROSSWALK AND/OR LIMIT LINE.
E INSTALL SIGN AND/OR POST AS SHOWN.
4 INSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS
WITH TYPE C.
F6] RELOCATE SIGN AND POST AS SHOWN.
[y] REMOVE SIGN "AND POST.
F-81 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
Fq] INSTALL SIGN ON PROPOSED STREET LIGHT POLE.
10 INSTALL 300mm (12") WHITE STRIPE AT 45:
IINSTALL 100mm (4') WHITE LINE.
12 RELOCATE SIGN TO TRAFFIC SIGNAL POLE.
13 INSTALL MODIFIED DETAIL "A" TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
r'3 R18-2 RIGHT
OF WAY
6 "KB HOMES" CURB 9 R26(S)
1 DET 37B RAISED q
g R26(S) MEDIAN M
CURB + R7
7 W41 tD 3 TYPE K
3 W74 a
250' N . N
4 5 46 r- 4 7
—
9 R26(S)
I TYPE IV
GENERAL NOTES:
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).
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 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.
6" 49' 6"
TYPE G
DIR.OF TRAVEL 2ND MARKER NOT USED
4" WHITE STRIPE AT LIMIT LINES OR X -WALKS
DETAIL "A"
9 R26(S)
N
- � Q
th
N '��'�, N
n —
J
9 R26(S)
CURB
RIGHT OF WAY
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CITRUS I
440' TRANSITION
HIGHLAND
9 R26(S)
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DET 12
DET
R26(S)
CD
O
6 G77 3 R7
I
� TYPE K
18'
12'
12'
3 R7
2' 13' 20' TYPE K
� 5.5m
3.6
.6
.6m 3.9m 6.1m 1 DET 29
Lo
4'
(n
W
1.2r 3 R26(S)
W
- - sr -
i
ON T.S
POLE r -n /
4
RAISED
MEDIAN -
CURB
[E-
[13
CURB
'I
2
i
DET 40 I
R=90'
121
11116460
DET 29I
R7 3 I
TYPE K � 18' 12'1 I I 12' 12' 16' 13
R34A 7
�CURB
0 0
o
-`
'�'LnRIGHT
N N
OF WAY
I TYPE IV
co
1 b co �
R2(45) 6 �
R26(S)
1145"
RAISED I
MEDIAN I 8
CURB I
EDGE OF � 3 R�8 2
PAVEMENT 31 1 TYPE IV
R26(S)
RIGHT 40,qg'
OF WAY 4
61'
rn
STA 97+00 MATCHLINE
SEE BELOW RIGHT
LEGEND:
OS SIGNALIZED INTERSECTION
N
- 250'
250'
- - 210'
rn
O
N
I
R36(5)
R2(45)
3 R26(S)
1 "4 5"
w;;
TYPE I V
-nR26(S)
E
N O
20 10 0 20 40 60 80 100
SCALE: 1"=40'
SOUTH
CONSTRUCTION NOTES:
F-1 I INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (12") WHITE CROSSWALK AND/OR LIMIT LINE.
E INSTALL SIGN AND/OR POST AS SHOWN.
4 INSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS
WITH TYPE C.
F6] RELOCATE SIGN AND POST AS SHOWN.
[y] REMOVE SIGN "AND POST.
F-81 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
Fq] INSTALL SIGN ON PROPOSED STREET LIGHT POLE.
10 INSTALL 300mm (12") WHITE STRIPE AT 45:
IINSTALL 100mm (4') WHITE LINE.
12 RELOCATE SIGN TO TRAFFIC SIGNAL POLE.
13 INSTALL MODIFIED DETAIL "A" TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
r'3 R18-2 RIGHT
OF WAY
6 "KB HOMES" CURB 9 R26(S)
1 DET 37B RAISED q
g R26(S) MEDIAN M
CURB + R7
7 W41 tD 3 TYPE K
3 W74 a
250' N . N
4 5 46 r- 4 7
—
9 R26(S)
I TYPE IV
GENERAL NOTES:
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).
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 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.
6" 49' 6"
TYPE G
DIR.OF TRAVEL 2ND MARKER NOT USED
4" WHITE STRIPE AT LIMIT LINES OR X -WALKS
DETAIL "A"
9 R26(S)
N
- � Q
th
N '��'�, N
n —
J
9 R26(S)
CURB
RIGHT OF WAY
rig
ro
z
co
r` 1 DET 22 I DET 29
�+
�co
tn co
za R�
CITRUS I
440' TRANSITION
HIGHLAND
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DET 12
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RIGHT OF WAY �
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00 ` r• / 40 W
r- 0 z
Lo
EDGE OF - U
- - PAVEMENT ~
3 R26 (S)
7 W41 4
AVENUE RAISED TYPE IV
SCALE: 1" - 40'
20 10 0 20 40
�- MEDIAN
CURB
LEDGE OF
PAVEMENT
RIGHT OF WAY
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CURB
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