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p INSTALL AT NADRIVEWAY
REPLACE/REPAINT AT EXISTING LOCATION
OR INSTALL 300' TO LIMIT LINE
13
51+57 TO 55+56
t59+00 TO 63+44
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1-800-422-4133
IT'S THE LAW I CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIGI TO EXCAVATING
O
CA
�
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
STRIPING GENERAL NOTE
1. ALL WORK, PROCEDURES, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING
SHALL CONFORM TO THESE PLANS, THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
FONTANA AND STANDARD AND SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2. PAVEMENT MARKERS, DELINEATORS, TRAFFIC SIGNS AND TRAFFIC STRIPING DIMENSIONS
AND DETAIL NOTES SHALL CONFORM TO CALTRAN S TRAFFIC MANUAL AND CALTRAN S
STANDARD PLANS, LATEST EDITION. TRAFFIC SIGN SIZES SHALL BE STANDARD UNLESS
OTHERWISE INDICATED ON THE PLANS.
3. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE
STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE PAINTED PER
SECTION 84-3.03 THRU 84-3.05 OF CALTRANS STANDARDS AND SPECIFICATIONS. (Two
coats)
5. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND
MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF
TO THE SATISFACTION OF THE ENGINEER.
6. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE ENGINEER PRIOR TO
PAINTING.
7. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE ENGINEER.
� � 0
N STA 56+85 TO 59+00
# 13 12 # Q
---- 24 20
4
w I il. l
C�
11-91STA 68+58
STRIPING CONSTRUCTION NOTES
F1_0] DOUBLE YELLOW CENTERLINE PER - DET. 22
11 PAINT CHANNELIZING LINE PER DET. 38
12 PAINT DOUBLE YELLOW CENTERLINE PER DET. 29
13 PAINT SKIP LANELINE PER DET. 12
14 PAINT TYPE IV ARROW
15 PAINT 12 WHITE X -WALK OR LIMIT UNE
16 PAINT PAVEMENT LEGEND
17 PAINT 4" WHITE EDGELINE PER DET. 276
18 PAINT TYPE VI LANE DROP ARROW
19 INSTALL W 41 SIGN AND POST
F20] INSTALL NO STOPPING SIGN R -26(S) AND POST
21 INSTALL NO STOPPING SIGN R -28(S), LEFT(L) OR RIGHT (R) AND POST
F22 INSTALL R-18 SIGN AND POST
[2-3] INSTALL R-7, K MARKER AND POST.
24 INSTALL W-74 SIGN AND POST.
[25 INSTALL R-35 TRUCK ROUTE SIGN
26 INSTALL TYPE °F-1" DELINEATOR OR "L" MARKER AS NOTED
27 INSTALL W -11,R-63 SIGNS AND POST
28 REMOVE AND REPLACE WITH NEW R-1 SIGN AND POST
29 INSTALL R-2 SIGN AND POST PER LEGEND SHOWN
30 REMOVE STRIPING OR PAVEMENT MARKINGS
NO NO NO
STOPPING STOPPING STOPPING
ANY ANY TIME ANY TIME
R26(S) R 28(S) -LT R 28(S) -RT
20 21 L 21 R
ba` � E STA 68+61 TO 69+70 .
' llg9Glt/W 22 � a 21 L 26 •
mm.Ill'/W _ Af.Ob NW.IVW
w 16
14 '� 3 ----------------- ^-------- ----------
LO
A19LCsu,JOIN EXIST STRIPE
120 20 Iw,K/W a , 00 AT STA 71 +50
14 1- 108' 11 13 0 _
10OCN hq Ar. Ob
06
0 d- - - - - - - --
w 14 --- --�--r-------------- - - - - -- r 0
,, ^^
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - / - - UJ
023 12 30 00
Q
18 1$ w ❑ END TAPER AT STA 69+97 END EDGE LINF v7!
0
❑ w N
AT STA 71+50
❑ ------------------------ - - - - ----------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -
01 �k
F rI+crs ----- ---------------------- -----------------------------------------------------
---.�.-- -- -------------------------- --------------------------
25
ow. I/w n/w a 20 r.ivw MK.IVW
❑ 0
ZR
29 pW.IVW a a#,'STA 68+85 17
EL 27 20 a M STA 67+08 TO 71+50
lw�
U
QROFESS/OHS
CLYDE ELWYN
SWEET, JR.cac y
No. 26690
*
EXP. 31 4
CIVIL
OF CAl1
13
END LANE LINE
@-STA 67+30
No. 31694
Exp. 12.31.96
�� CIVIL/
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
°couutt duRisoicnoN oxLv°
lr lJ lJ I V I I
VICINITY MAP
ARECORD. DRAWING'!
VICINITY MAP
PLOT DATE: 1/5/94
lAodi-Fitd Pt.&v. -to m kc►% trircat I
3.14•9
-w
3• lm
Prepared Under The Supervision Of :
ea LDate : ��S
STA 56+85 TO 59+00�
pt.w+�•• ad d>, v�y c�>r y �o Ulcer. CC`7Y
O��
STRIPING PLAN
ADDED"REC.012,D DRAWING."INFO
Z•Zhrt
STA 56+85 -ANGLE POINT
I
C
C
DRAWN BY: HTC
SLOVER AVENUE IMPROVEMENTS
FROM ALMOND AVENUE TO CHERRY
SCA�'1" = 40'
DESIGNED sY:HTC
DATA. 5 4 93
w
t'-
ell
------------ --- }---------- --- -----�F
.y
>�
CHECKED BY:
AES
APPROVED BY:
Gt/. DATE: /• S • 9 �F
CITY ENGINEER R.C.E. 2ATE:
DWG. NO.:
2250
N
CLYDE E. SWEET JR., R.C.E. 26690
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
e-
STA 55+5 ANGLE POINT
w
M
N
STA 55+56 -ANGLE POINT
55+85 TO 59+00
N�
o
�-
PH
I
=
�
Z
#
a
o
13
oa
Nz
Q
#
#
55+56 TO 59+00
`
21 R
a-
#
C�
11-91STA 68+58
STRIPING CONSTRUCTION NOTES
F1_0] DOUBLE YELLOW CENTERLINE PER - DET. 22
11 PAINT CHANNELIZING LINE PER DET. 38
12 PAINT DOUBLE YELLOW CENTERLINE PER DET. 29
13 PAINT SKIP LANELINE PER DET. 12
14 PAINT TYPE IV ARROW
15 PAINT 12 WHITE X -WALK OR LIMIT UNE
16 PAINT PAVEMENT LEGEND
17 PAINT 4" WHITE EDGELINE PER DET. 276
18 PAINT TYPE VI LANE DROP ARROW
19 INSTALL W 41 SIGN AND POST
F20] INSTALL NO STOPPING SIGN R -26(S) AND POST
21 INSTALL NO STOPPING SIGN R -28(S), LEFT(L) OR RIGHT (R) AND POST
F22 INSTALL R-18 SIGN AND POST
[2-3] INSTALL R-7, K MARKER AND POST.
24 INSTALL W-74 SIGN AND POST.
[25 INSTALL R-35 TRUCK ROUTE SIGN
26 INSTALL TYPE °F-1" DELINEATOR OR "L" MARKER AS NOTED
27 INSTALL W -11,R-63 SIGNS AND POST
28 REMOVE AND REPLACE WITH NEW R-1 SIGN AND POST
29 INSTALL R-2 SIGN AND POST PER LEGEND SHOWN
30 REMOVE STRIPING OR PAVEMENT MARKINGS
NO NO NO
STOPPING STOPPING STOPPING
ANY ANY TIME ANY TIME
R26(S) R 28(S) -LT R 28(S) -RT
20 21 L 21 R
ba` � E STA 68+61 TO 69+70 .
' llg9Glt/W 22 � a 21 L 26 •
mm.Ill'/W _ Af.Ob NW.IVW
w 16
14 '� 3 ----------------- ^-------- ----------
LO
A19LCsu,JOIN EXIST STRIPE
120 20 Iw,K/W a , 00 AT STA 71 +50
14 1- 108' 11 13 0 _
10OCN hq Ar. Ob
06
0 d- - - - - - - --
w 14 --- --�--r-------------- - - - - -- r 0
,, ^^
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - / - - UJ
023 12 30 00
Q
18 1$ w ❑ END TAPER AT STA 69+97 END EDGE LINF v7!
0
❑ w N
AT STA 71+50
❑ ------------------------ - - - - ----------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -
01 �k
F rI+crs ----- ---------------------- -----------------------------------------------------
---.�.-- -- -------------------------- --------------------------
25
ow. I/w n/w a 20 r.ivw MK.IVW
❑ 0
ZR
29 pW.IVW a a#,'STA 68+85 17
EL 27 20 a M STA 67+08 TO 71+50
lw�
U
QROFESS/OHS
CLYDE ELWYN
SWEET, JR.cac y
No. 26690
*
EXP. 31 4
CIVIL
OF CAl1
13
END LANE LINE
@-STA 67+30
No. 31694
Exp. 12.31.96
�� CIVIL/
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
°couutt duRisoicnoN oxLv°
lr lJ lJ I V I I
VICINITY MAP
ARECORD. DRAWING'!
VICINITY MAP
PLOT DATE: 1/5/94
lAodi-Fitd Pt.&v. -to m kc►% trircat I
3.14•9
-w
3• lm
Prepared Under The Supervision Of :
ea LDate : ��S
CITY OF FONTANA, GALIFORNIA
pt.w+�•• ad d>, v�y c�>r y �o Ulcer. CC`7Y
O��
STRIPING PLAN
ADDED"REC.012,D DRAWING."INFO
Z•Zhrt
DRAWN BY: HTC
SLOVER AVENUE IMPROVEMENTS
FROM ALMOND AVENUE TO CHERRY
SCA�'1" = 40'
DESIGNED sY:HTC
DATA. 5 4 93
CHECKED BY:
AES
APPROVED BY:
Gt/. DATE: /• S • 9 �F
CITY ENGINEER R.C.E. 2ATE:
DWG. NO.:
2250
6
� 0
CLYDE E. SWEET JR., R.C.E. 26690
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE