HomeMy WebLinkAbout2246TS-6110' REMOVE A
12' 49' 39' 10
• , , VALLEY 40'
BLVD.
EX. R34 w 14 1 14
16' 1 1' 1 1' 10' 10 11' 15' z
RELOCATE EX. R2&(S)
EX.: EX. R13 z w
EX. R41 ON R26(S)-1
�^ UNION OIL POLE 8 WHITE RELOCATE RELOCATE
y EX. R18-2 -EX. R26(S) EX. R17 EX. EX. R26(S) EX. W41 EX. R26(S) EX. R2(35) EX. R26(S)
EX. W74 R17 R26 C5�
& R17B 11
& R 17B EX. R 10
REMOVE
N---- - ------ ---------------
-
---------- —
----------- --- ---, �—r------------------=-------------------- --
EX. R7
EX. R34
REMOVE
& R 2 0 B _ -_ _ - -- - - - - - - - - — — — — — — — — — — — — — — 1-------- ----------------- — - ---- — - — - _ }— --- — ---
i� EX. R7 — — — — — — — — — — — — — — — — N 12 WHITE '; - -.';;;;::"-DETAIL 9 — —
N�" in '.�F �t INSTALL �R &
; V_ 162'
TYPE K
0 11 0 12 �13 0 14 LO- 15 _ - - _ _ _ _ - 18 - 19 _ _ 20
w 16 17
o EX. R7 �' o �' PE K INSTAL "R7 &
N N R ZO B # — — — — _ TYPE K 12' — — — — — ao
EX. R34 — — cv N N N d -
LO EX. R34
N — — — — — — — — — — - — — — — — - `- `- — —-— —
— — c0TURN
c0
EX. R7 U — — — — Ln
cV
EX. R26(S) EX. R26(S) ' EX. R26(S) EX. RZ•9• . EX. W75 EX. R26(S) EX. R2-(4.0)EX. R26(S)-/
-�- w
& Rz C35) EX. R26(S) , � � = o
16 12 12 10 10 1 1 1 1 U TURN EX. R 13
Q w
I� I
PERMITTED
65'
8 $) PASSENOERZ
_W 133' CARS ONLY
INSTALL W58 & N 295' N
TYPE Ko— — — — — — — — — — — — — — — — — — — — — — `-
N N
— — — — — — — — — — c— — — — — — — — — — — — — — — LO N
-
EX. R17 {/ N
EX X. R26(S) R26 S
EX. R.4I EX. R26(S)
Of EX. R17. -
E
U �
~ w
Q w
GENERAL NOTES:
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND
SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
TO CALTRANS STANDARD PLANS JULY 1992.
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT. IT IS
THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING
AND PAVEMENT MARKINGS, SHOULD ANY COSTS BE NECESSARY.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.)
WITH 7/16" HOLES, 1 " ON CENTERS, ON FOUR SIDES THAT CAN BE
PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY
ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR
WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
EX. R18-2 EX. R¢1
EX. R26(S) EX. R1
9. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH
THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS
WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) DAYS ADVANCE
WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
COORDINATE WORK WITH CITY FORCES.
10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
Q�pF E S S�p�,�
eh'J
c
'- Ex,p.. ado
j
civ -, %
(z) FX, Rg6-S
REMOVE
TYPE L OBJECT
MARKERS
DETAIL 9 RELOCATE
�EX. R26(S)
BLVD.
10' _ --- ----
---------- -- ----------------=r--------- -- --
- LA
T
- T N, - - 225' 31 _ _ o0 32 - - - _N — — — LO
{
N N
L,— — — — — — — — — --+ — — — — — —
r�Nq
`O `O
N N
N
LEGEND
- EXISTING STRIPING & MARKINGS TO REMAIN.
-------------------
-------------------
---- ---- EXISTING STRIPING & MARKINGS TO BE REMOVED.
-� _ PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS; 0 PROPOSED SIGNS.
+111 PAINT TYPE IV ARROW TO MATCH CITY STENCILS.
OS SIGNALIZED INTERSECTION .
AS BUILT
io-5-98
52,
25
SCALE: 1" = 40'
E—i 26' 26'
w
VALLEY
1-4 49:4
u
49:4a
A
REMOVE
W
12' 1 1' 1 1 12' x
RELOCATE .OBJECT
w F- EX. R26 S RELOCATE
1,-1N0
MARKER (2)kX. Rq6 S
'
Z = EX. R26(S)
J RELOCATE
EX.
CR -
R 1
CR=25' RELOCATE DETAIL 9 RELOCATE
EX. R26(S) EX. R26(S)
RELOCATE
EX. R26(S)
i
;-
EX. W4
I
, o I
a ------------
-
----- ------- ----------= r- -------
---------
- ----------
------------------ -------------- ,
---
------------.�, -t-- - �REMOVE---
-----------------------
REMOVE
----.---- ----+-- — — — ___. --.. --
---------
, — --
,
4
—
12"
WHITE REMOVE
LO
INSTALL R7 &,
—
INSTALL R10(RT) ?
d-
�? TYPE IlKlf
,
INSTALL R7, & TYPE K -
o
25 26 27
28
29
22 23
24
INSTALL W58 & N 295' N
TYPE Ko— — — — — — — — — — — — — — — — — — — — — — `-
N N
— — — — — — — — — — c— — — — — — — — — — — — — — — LO N
-
EX. R17 {/ N
EX X. R26(S) R26 S
EX. R.4I EX. R26(S)
Of EX. R17. -
E
U �
~ w
Q w
GENERAL NOTES:
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND
SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
TO CALTRANS STANDARD PLANS JULY 1992.
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT. IT IS
THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING
AND PAVEMENT MARKINGS, SHOULD ANY COSTS BE NECESSARY.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.)
WITH 7/16" HOLES, 1 " ON CENTERS, ON FOUR SIDES THAT CAN BE
PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY
ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR
WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
EX. R18-2 EX. R¢1
EX. R26(S) EX. R1
9. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH
THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS
WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) DAYS ADVANCE
WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
COORDINATE WORK WITH CITY FORCES.
10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
Q�pF E S S�p�,�
eh'J
c
'- Ex,p.. ado
j
civ -, %
(z) FX, Rg6-S
REMOVE
TYPE L OBJECT
MARKERS
DETAIL 9 RELOCATE
�EX. R26(S)
BLVD.
10' _ --- ----
---------- -- ----------------=r--------- -- --
- LA
T
- T N, - - 225' 31 _ _ o0 32 - - - _N — — — LO
{
N N
L,— — — — — — — — — --+ — — — — — —
r�Nq
`O `O
N N
N
LEGEND
- EXISTING STRIPING & MARKINGS TO REMAIN.
-------------------
-------------------
---- ---- EXISTING STRIPING & MARKINGS TO BE REMOVED.
-� _ PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS; 0 PROPOSED SIGNS.
+111 PAINT TYPE IV ARROW TO MATCH CITY STENCILS.
OS SIGNALIZED INTERSECTION .
AS BUILT
io-5-98