HomeMy WebLinkAbout2250-7C HENO QV
21 L
10 BEG. TRANS. STA 0+42.5
JOIN EXISTING STRIPING
21 R STA 0+18 END REVERSE CURVE STA 2+20 10
�1vW F171 4n EDGE UNE STA 0+18 TO STA 2+48
b / 20 STA 1+20
_ o
w 2.5'
O N t
a �
hblV4R/W o
21 L 10
F161
END TRANSITION AND BEGIN
REVERSE CURVE STA 1+30
Fl -91500 FT. TO X -WALK UNE
1-800-422-4133
IT'S THE LAW ! CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIG! TO EXCAVATING
O
6
cA L�
UNDERGROUND SER A ALERT
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
2
201
SCALE: 1 "= 40'
'A 2+48
l�IVW I I I � bMyIVW
III »
26 TYPE »F_1- U I
"Sl E R
0 pa
u
A.G. trice
� 1
— N
156' N
F14]
3
120'
100'
O 5�
Elool
- - -ate
X60' 0 70' RADIUS 17 'jam
a a �
� a �
a 21 R
I It651 fs
hmmlvw
STRIPING GENERAL NOTES
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 CALTRANS TRAFFIC MANUAL AND CALTRANS
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.
x
P.P. #100,10"
EG. REVERSE CURVE STA 6+12.17
n H
u
E
END REVERSE CURVE AND BEGIN
TRANSITION ® STA 7+02.17
20 22 j 4 100' SPACING ZL
x
f
L0
200' 11 14 /� .t
250,
I=I — N
150' -- — — ---- ----—— — — — — —— -- — -- -- --
�n 2' 210' N
- `- ' w
150' w 90 N
�— —
300' '
30
30
ACVb
o Q?Of ESS/ pHA!
CLYDE ELWYN 02
vSWEET, JR. y
No. 26690
EXP. -13_11N
CIVIL
ft's OF CA010\�
END TRANSITION STA 9+03 25 INSTALL R-35 TRUCK ROUTE SIGN
JOIN EXISTING STRIPING
VICINITY MAP
X111,11 III
u IIVJ IHLL liF't UCLIIVCH IUK�JJ UIC MHI'(RCKJ HJ IVV ItU
27 INSTALL W -11,R-63 SIGNS AND POST
28 INSTALL R-1 SIGN AND POST
29 INSTALL R-2 SIGN AND POST PER LEGEND SHOWN
30 REMOVE STRIPING AND PAVEMENT MARKINGS
6;� Oc olq
No. 31694
Exp. 12.31.96
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
°couNn duRisoicnox onLr°
C ENG4DATE:
L� \\RECORD DRAWING''
NO
STOPPING
ANY
TIME
R26(S)
20
NO
STOPPING
ANY TIME
R 28(S) -LT
21 L
No
STOPPING
ANY TIME
R 28(S) -RT
F211 R
PLOT DATE: 1/5/94
STRIPING CONSTRUCTION NOTES
10
PAINT DOUBLE YELLOW CENTERLINE PER DET. 22
11
PAINT CHANNELIZING UNE PER DET. 38
12
PAINT DOUBLE YELLOW CENTERLINE PER DET. 29
19 STA 9+54
�3
PAINT SKIP LANELINE PER DET. 12
16
14
PAINT TYPE IV ARROW
15
PAINT 12" WHITE X—WALK OR LIMIT UNE
�
16
PAINT PAVEMENT LEGEND
17
PAINT 4" WliliE EDGELINE PER DET. 27B
18
PAINT TYPE VI LANE DROP ARROW
19
INSTALL W 41 SIGN AND POST
INSTALL NO STOPPING SIGN R -26(S) AND POST
21
INSTALL NO STOPPING SIGN R -28(S), LEFT(L) OR RIGHT (R) AND POST
22
INSTALL R-18 SIGN AND POST
F2_31
INSTALL R-7, K MARKER AND POST.
F2-4]
INSTALL W-74 SIGN AND POST.
END TRANSITION STA 9+03 25 INSTALL R-35 TRUCK ROUTE SIGN
JOIN EXISTING STRIPING
VICINITY MAP
X111,11 III
u IIVJ IHLL liF't UCLIIVCH IUK�JJ UIC MHI'(RCKJ HJ IVV ItU
27 INSTALL W -11,R-63 SIGNS AND POST
28 INSTALL R-1 SIGN AND POST
29 INSTALL R-2 SIGN AND POST PER LEGEND SHOWN
30 REMOVE STRIPING AND PAVEMENT MARKINGS
6;� Oc olq
No. 31694
Exp. 12.31.96
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
°couNn duRisoicnox onLr°
C ENG4DATE:
L� \\RECORD DRAWING''
NO
STOPPING
ANY
TIME
R26(S)
20
NO
STOPPING
ANY TIME
R 28(S) -LT
21 L
No
STOPPING
ANY TIME
R 28(S) -RT
F211 R
PLOT DATE: 1/5/94