HomeMy WebLinkAbout2998-7W41 L7
151
L F
87 - � -
-::.: -------
x --L 3 R Z 6 (5 )
R26 (S)
3
II
N
N
F
I DET 29 9 R26 (S)
5
7 W75
DET
1105' TRANSITION
R26 (r
N
N
DET 12 LI
R26 (S)1 3
RIGHT OF WAY R26 (S)
R26 (S)
II�
CURB RAISED
MEDIAN
CURB
co
N N
N M- -
3 94 5 Lo
O co -�
N a'
N
N
Lo
CURB
L3 R26(5)V7 WII
"SIERRA LAKESTYPE IV I
11GHT OF WAY 6 GOLF COURSE" 7 w4�\—F-�R26(Sl
SIERRA AVENUE 3 R26(S) R26(5) 3
R18-2
1105' TRANSITION
SCALE= 1" 40'
20 10 0 20 40
wommoll
GENERAL NOTES:
I.
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 1999).
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. CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL
PROVISIONS.
9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (121) STRIPES PER CITY STANDARD
DRAWING 1006.
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N 260'
W41 L7
151
L F
87 - � -
-::.: -------
x --L 3 R Z 6 (5 )
R26 (S)
3
II
N
N
F
I DET 29 9 R26 (S)
5
7 W75
DET
1105' TRANSITION
R26 (r
N
N
DET 12 LI
R26 (S)1 3
RIGHT OF WAY R26 (S)
R26 (S)
II�
CURB RAISED
MEDIAN
CURB
co
N N
N M- -
3 94 5 Lo
O co -�
N a'
N
N
Lo
CURB
L3 R26(5)V7 WII
"SIERRA LAKESTYPE IV I
11GHT OF WAY 6 GOLF COURSE" 7 w4�\—F-�R26(Sl
SIERRA AVENUE 3 R26(S) R26(5) 3
R18-2
1105' TRANSITION
SCALE= 1" 40'
20 10 0 20 40
wommoll
GENERAL NOTES:
I.
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 1999).
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. CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL
PROVISIONS.
9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (121) STRIPES PER CITY STANDARD
DRAWING 1006.
LEGEND:
CURB
74 75 76 77
CURB
685' TRANSITION
US SIGNALIZED INTERSECTION
CONSTRUCTION NOTES
INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (12") WHITE CROSSWALK AND/OR LIMIT LINE.
�3 INSTALL SIGN AND/OR POST AS SHOWN.
INSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS
WITH TYPE C.
REMOVE CONFLICTING STRIPING (INCLUDING PAVEMENT MARKERS).
76 RELOCATE SIGN AND POST AS SHOWN.
[7] REMOVE SIGN AND POST.
78 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
a INSTALL SIGN ON EXISTING STREET LIGHT POLE.
10 INSTALL 300mm (12") WHITE STRIPE AT 45:
II INSTALL IOOrtm (4') WHITE LINE.
12 RELOCATE SIGN TO TRAFFIC SIGNAL POLE.
[13] INSTALL MODIFIED DETAIL 'A• TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. TYPE IV
or
�a
X Ln
wLD
z
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Ln
Q0
ao 78
—z:z-
SCALE: 1" - 40'
20 10 0 20 40
DET 12
5
co
79
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120 -
io
DET 22 I DET 12 �TYPE IV
EI SIERRA AVENUE
DET ' A" L
El
It
DET 38 I❑—
DET ' A' I I
Q
N
N
N
•
a0
N
LEGEND:
CURB
74 75 76 77
CURB
685' TRANSITION
US SIGNALIZED INTERSECTION
CONSTRUCTION NOTES
INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
MARKERS), ARROW OR LEGEND AS SHOWN.
F2] INSTALL 300mm (12") WHITE CROSSWALK AND/OR LIMIT LINE.
�3 INSTALL SIGN AND/OR POST AS SHOWN.
INSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS
WITH TYPE C.
REMOVE CONFLICTING STRIPING (INCLUDING PAVEMENT MARKERS).
76 RELOCATE SIGN AND POST AS SHOWN.
[7] REMOVE SIGN AND POST.
78 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C.
a INSTALL SIGN ON EXISTING STREET LIGHT POLE.
10 INSTALL 300mm (12") WHITE STRIPE AT 45:
II INSTALL IOOrtm (4') WHITE LINE.
12 RELOCATE SIGN TO TRAFFIC SIGNAL POLE.
[13] INSTALL MODIFIED DETAIL 'A• TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. TYPE IV
or
�a
X Ln
wLD
z
o °-
F -
Ln
Q0
ao 78
—z:z-
SCALE: 1" - 40'
20 10 0 20 40
DET 12
5
co
79
— � — gAY TAPER - io--
120 -
io
DET 22 I DET 12 �TYPE IV
EI SIERRA AVENUE
DET ' A" L
El
It
DET 38 I❑—
DET ' A' I I
'SIERRA LAKES' 16 1—' R351 6
6 49Amp
6..
TYPE G
DIR.OF TRAVEL 2ND MARKER NOT USED
4" WHITE STRIPE AT LIMIT LINES OR X -WALKS
DETAIL "A"
I IDET 'A"
-�j DET 38
I TYPE I V
I-1 ' I
6 R35
qo. 110 go
ILI— - — � 111651 `�
t0rj 2 N N
2 5 - - --165'
Lo
I� �? 5 I DET 22
10, 1 11 II I DET "A' I DET 12
CURB
3 R26
RIGHT OF WAY
WALNUT STREET
1105' TRANSITION
3] R18-2 RIGHT
OF WAY
r—E TYPE IV CURB I
I DET 12 I I
120" BAY TAPER
1105' TRANSITION
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w
w
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285
N
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—
�
G
,- TYPE I V
I
4
'SIERRA LAKES' 16 1—' R351 6
6 49Amp
6..
TYPE G
DIR.OF TRAVEL 2ND MARKER NOT USED
4" WHITE STRIPE AT LIMIT LINES OR X -WALKS
DETAIL "A"
I IDET 'A"
-�j DET 38
I TYPE I V
I-1 ' I
6 R35
qo. 110 go
ILI— - — � 111651 `�
t0rj 2 N N
2 5 - - --165'
Lo
I� �? 5 I DET 22
10, 1 11 II I DET "A' I DET 12
CURB
3 R26
RIGHT OF WAY
WALNUT STREET
1105' TRANSITION
3] R18-2 RIGHT
OF WAY
r—E TYPE IV CURB I
I DET 12 I I
120" BAY TAPER
1105' TRANSITION
O
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Lo
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1° 00
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00 Q _l
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_ MM
w m
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I DET 29