HomeMy WebLinkAbout3145A-150
61
1� T4s
44
S.F .
0.c)
4
s
QR
/• Jy .v`
.:GE
50
J
ted'-rL
o
1
r
REMOVE EXISTING CONFLICTING STRIPING
� 40
3 — T'
N a
1� J + Q
(Ny o
N
O
,n FUTURE /W
Q
�o
L� Z 77 CI ITI IC
_' FUTURE MEDIAN y txi5 i . tN--��� ���
FUTURE C&G
EXIST. R/W--�
REGENCY
FUTURE DRIVE
U66' 12' � M
Z��0 14' 1 1' 1 1' 12'' 14' z SEES A SEN.% jai
4' o 50 PROP?'• " L
v `� 50 W56 ���`'� a Y PROP. R/W R/W 72+, D NO. 6 OF 6
w 50 a 2
_�
a-
51 50
E s 63 779
-rr Xl R/W yi
a
_v 6 g
N i y EXIST � 3 PROP nom.: 5 9, �# 8
PROP. C&
R/w 50
pROP R�w PRa C' PE VI 52 yam► .cfl �� 30.
� �r �_n�-, EXtS Y • � - � ,- ROAQ
P / S
45 N E Vi S2 PROP. .h._, r R W 50 �a F s l2 C� Q �(� ' ,
.
N, w o 42 '� 47 SMP ���� CURB a VA/�. Vq �2a 47,3, ilikl
6, to 44 - ° 44 Tr` �� o co R zo Q Q
N
p �-; 46 ; 2
_._
l GI�
0 5S 38' ._• t�
N � a
a '�
/9 0 cp.
g O
-;, j x EMP 53 6 72 �
rn
R MP L=156 "� a,
53 SE 48 44
NC,23 43 45
8,
44 �, 45 TEMP 52 _ 47 44
46 co 46 52 `� 42
r
EXIST. C&G�. o; 0 745,
' S2 T P C l
9g , p 5
/ x -o43
ER�w� rn ��� ➢ 5,_ _, _ EXIST C&G TAMP 44 N _� tv co w
C
PROP. R/W
18 12 16' cv . �.
w - �' N tr:
_ ,- e N _
50 _., ... 50 r D X/
.a.`~--, ST R/W ^ ` 52 TEMP 52 T 48
50 `.
23' cy 0 10�
vaf
r; oc 23' Na -i 50
51 - co r??
s ..�
_...
fro 46, ^� 50" r. 48 CID
PR �, � •
RIVE 51 d - �• o
UMMIT -- GATEWAYop.rR
Cj �M07
IT
►J v y' — NOTE. SIGN PFt C
AV
ASS w
NO LEFT TURN
Q
FROM COMMERCIAL � 76, �
SITE PRIOR TO
SIGNALIZATION tr 13 �
12'7
2
2
.�, 1 � TYPE � �Q
USE CHANNEUZERS 16,
A4
C
co
51 ~
72 3 N . a.
p o
6' a
AsT ' 3 '
IRON
sEE GE
s�T• e �0
WAY
x�
LU Lj
16' 6 22' 12. w
a
4'
EXIST. R/W
j` l7
f'f t
,I t
SAN SEV
RINE RpAD
SIGNING AND STRIPING NOTES: QUANTITIES:
40 REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 200 LF
41 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29 CALTRANS STD. 480 LF
42 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STD. 260 LF
43 APPLY 8" SOLID WHITE STRIPE PER FETAIL 38 CALTRANS STD. 2,140 LF SIGNING AND STRIPING GENERAL NOTES
} 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
Y 44 APPLY 4" SOLID WHITE STRIPE PER DETAIL "A" HEREON. 1,000 LF PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF
THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION)
45 APPLY 12" WHITE STOP BAR OR CROSSWALK 2,340 LF
>_ 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS.
-- 46 APPLY 4" WHITE STRIPE PER DETAIL 12 CALTRANS STD. MODIFIED, 4,190 LF
TO USE TYPE C RED CLEAR RPM'S. 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS.
W 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE
� -co 'Z N 47 APPLY 8" DASHED WHITE STRIPE PER DETAIL 37B CALTRANS STD. 820 LF
r--� APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS
'`' a E APPLY 4" WHITE LANE LINE EXTENSION DETAIL 40 CALTRANS STD. 550 LF PER SECTION 85.
" 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS
- - x c APPLY 4 SOLID YELLOW STRIPE L=50 FT. 1 =.11:.00 ,1�- SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN
INSTALL STREET SIGN ON POST AS NOTED ON PLAN ..4 50 4+- EA SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS.
5�1 INSTALL STREET SIGN ON STREET LIGHT AS NOTED ON PLAN 8 EA
6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139.
R 7. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC
-- N --- Q APPLY PAVEMENT MARKINGS & DIRECTION ARROWS (TYPE IV) OR AS f 48 EA '. CONTROL AT ALL TIMES.
SHOWN ON PLAN.
8. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG
®3 APPLY 4" YELLOW STRIPE PER DETAIL 24 CALTRANS STD. 800-6i) LF %1 APPLICATION.
54 Y 4":3 SOLID WHITE EDGELINE PER DETAIL 27 CALTRANS STD. 870 r LF 9_ CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006.
55 APPLY CHANNELIZERS WITH EPDXY ® 15'f O.C. A 16 EA 10. ALL TEMPORARY STRIPING SHALL BE PAINT AND SHALL BE APPLIED IN TWO SEPARATE COATS. A FINAL COAT IS
TO BE APPLIED BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT.
TYPE C` 100mm 4"
DIRECTION
- MARKER WHITE STRIPE OF TRAVEL
_771 I
150mm (6") 15m (49') Q
z
TYP. DETAIL "A"
N.T.S.
RECORD DRAWING
THESE' REit". ,O DR,AV ,'NGS HAVS BFr'. BRED. IAf
PART, ON TH ?ASIS OF IW!ORUATt�1 � ED AND
FURNISHED t ` OTHERS. THE ENGINEL . FILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN tNCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SCALE IN FEET
0 40 80 120 160
INTERIM -PRIOR TO SIGNALIZATION