HomeMy WebLinkAbout2056-1DRIVEWAY DRIVEWAY
NO P RKING 0 ANY TIME
PER 7A,6' SPE'�IFICATIONS FOR CITY OF FONTANA AND THE STANDARDS AND
tz
Ln 0 SPECIFICATIONS OF THE STATE OF CALIFORMIA.
w
4J x
W &D
2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD
SPECIFICATIONS AND THE REQUIREMENTS OF THESE GENERAL NOTES.
0
.... ...... .. .......
cl
0
0
... ... -3-4-+00 -35-+00-
0
33+00
to
.......... ............. -
- - — --------
+
NO LEFT TURN
— ---- - ----
& U TURN OK
. ....... W fo P RIGHT
_PFR
KEE
& K -VARKER
z
(A r r- r% I
*f .... ....
44 �NO PARKI�NGO ANY TIME
PER .,,�q,4X677`
ui
Az On
C3
+ z
*10 SLOVER AVEN U E
EMPIRE CENTER BOULEVARD NORTH
w
Az
LJ 3. PAVEMENT MARKERS AND TRAFFIC LINES (STRIPING) DIMENSIONS
m SHALL CONFORM TO-- CALTRANS TRAFFIC MANUAL.
2
LJ 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD
Ld
40+00 MAINTENANCE STENCILS.
39+00-- 0
-3e+00 37+00
...... 7 5 TRAFFIC STRIPES. AND PAVEMENT MARKINGS ON NEW SURFACING SHALL
- ---------------
- --- ---------
0 R APPI IFn IN TWO (9) RFPARATF r.OATq TH (;FrONn mAT 0 R
C17
0 X
THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X
F-:
z
X 6 GAUGE, -(NOPERFOR.ATED), TO FIT A 27 SQUARE STEEL
cn Lo POS
a T
+
x
w zo to 0
Z'41 PREPUNCHED AT -MID—POINT OF ANCHOR WITH ONE 7116- HOLE ON
Uj EACH SIDE, AND AT TO P.
> 0
0 11. THE QUANTITY OF TRAFFIC SIGNING AND 8TRIPING SHALL B E
m
2
0
0
co e9
zo CO NSI DER E IN PI.ACE. THE
25 AST. DOUBLE YELLOW LINE
C14
2 45 28 4 PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR
REMOVE TREE FURNISHING ALL LABOR, �MATERIALS, TOOLS AND EQUIPMENT FOR
Uj snow -am
49+00 DOING ALL WORK INVOLVED IN, OR APPURTENANT TO TH E
....... _42+_00, 43+00.
47+00
- ----- INSTALLATION OF, TRAFFIC LINES AND/QR MARKINGS AND/OR MARKERS
41+00 N E
.. . .......
L
........ AND TRAFFIC SIGNS -AS REQUIRED BY THESE PLANS. 'ALL COSTS -FOR
...... ............. ....... - ---- ------- 46+00 T5--:FUU 50+00
45+00
o 44+00 TEMPORARY PAVEMENT PAINTING, INCLUDING COSTS FOR SANDBLASTING
iii III III iii C!!
0 < OF EXISTING LINES AND MARKINGS, AND THE. -'REMOVAL OF PAVEMENT
v 0 STOP
0 MARKERS, SHALL' BEAT THE CONTRACTOR.'S EXSPE_NSE.
0 r7l
+ co
,W— V_ - - - C
N88*20'1 Cr E
ol INTERVALS
2
A2
9 0 9
z 2j
0
(y
&D
mo
7`77
55j;O
A.
5 OF E §S10
O -F IL, ; "
(�u R T)0�0
CID
:z
Uj No -26229 m
cr_ Ex --:D
P- 3/31/94 rn
CIVIL
%-OF ALW\J-'_
z
o
. .................. mo �5r/_57.
ullll��ll 116�11 1161
n n -NO93141-21 26
___77
12
14-
PARC
cl
DRIVEWAY
t, A
04AW10
a -q wt oOor td -use of
INC, 19 Pot resoo"Ible for
jy&octjoo4, All abiSidpou"d
sm and iededtv thelostlies tha
MOO ased S*ne. jljjjj%...__,_,lojl
DRIVEWAY
4
zz// 0 Qj��-REMOVE EXIST. STRIPE BY SAND BLASTING
00 REMOVE EXIST. TYPE F-1 DELINEATORS (WITHIN ROAD BED) MARKERS 0 50' O.C.
lt WHITE STOP BAR.-- OIZ
17 @ K_ -
—R-15 "NO TURNS"
AL, a
@��_W-17 'STOP AHEACr
EXIST R/W (5_Q) --"STOP AHEACr LEGEND
TAMARIND COURT
No. 31694
rn
cr_
Exp. 12-31-92
0 vi
0 CA
40' 0) 40' 80, 1201
GRAPHIC SCALE 1" 40'
COUNTY OF SAN BERNARDINO
TRANSPORTION -- DEPARTMENT
APPROVED BY:
wr*7
TRArFIC ENGINEER DATE: REVISIONS
C7
DATE
APPLIED WITHIN 30 DAYS OF ACCEPTANCE OF STREETS.
0
0
6.
PAINT FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS,
+
PAVEMENT LEGENDS, AND CURB MARKINGS SHALL BE RAPID DRY TYPE
PER SEQTION 84-3 OF THE STANDARD SPECIFICATIONS. REFLECTIVE
MATERIAL SHALL BE APPLIED TO ALL TRAFFIC STRIPES (EXCEPT
Niiml dE
BLACK PAINT) ON THE FINAL FINISH COAT PER SECTION 84-3 OF
N 8fr20'l (f E
THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORMIA AND
C!
V)
CITY OF FONTANA.
3
w
Iz
z
7.
THE CONTRACTOR SHALL FURNISH THE NE ESSARY CONTROL POINTS
C
FOR ALL STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR
THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION
OF THE CITY ENGINEER. ALL CONFLECTING STRIPING SHALL BE REMOVED
BY SANDBLASTING
8.
TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM
TO CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON CORRESPOND TO THE CALTRANS SPECIFICATION SHEET
CODES. SIGNS SHALL BE THE STANDARD SIZE UNLESS OTHERWISE
INDICATED.
9.
MATERIALS FOR SIGNS, POSTS AND MOUTING HARDWARE, SIGN
CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL CONFORM TO
SECTION 56-2 OF THE- CALTRANS STANDARD SPECIFICATIONS.
0
10.
SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" Z' X 2" (12 GA.)
0
C;
WITH 7/16' HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE
co a.
-7-0
PUNCHED OUT., LENGTH TO VERY WITH SIGN INSTALLATION TO MAINTAIN
MINJIMHM HIr.H '(:Z--..
C17
0 X
THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X
F-:
z
X 6 GAUGE, -(NOPERFOR.ATED), TO FIT A 27 SQUARE STEEL
cn Lo POS
a T
+
x
w zo to 0
Z'41 PREPUNCHED AT -MID—POINT OF ANCHOR WITH ONE 7116- HOLE ON
Uj EACH SIDE, AND AT TO P.
> 0
0 11. THE QUANTITY OF TRAFFIC SIGNING AND 8TRIPING SHALL B E
m
2
0
0
co e9
zo CO NSI DER E IN PI.ACE. THE
25 AST. DOUBLE YELLOW LINE
C14
2 45 28 4 PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR
REMOVE TREE FURNISHING ALL LABOR, �MATERIALS, TOOLS AND EQUIPMENT FOR
Uj snow -am
49+00 DOING ALL WORK INVOLVED IN, OR APPURTENANT TO TH E
....... _42+_00, 43+00.
47+00
- ----- INSTALLATION OF, TRAFFIC LINES AND/QR MARKINGS AND/OR MARKERS
41+00 N E
.. . .......
L
........ AND TRAFFIC SIGNS -AS REQUIRED BY THESE PLANS. 'ALL COSTS -FOR
...... ............. ....... - ---- ------- 46+00 T5--:FUU 50+00
45+00
o 44+00 TEMPORARY PAVEMENT PAINTING, INCLUDING COSTS FOR SANDBLASTING
iii III III iii C!!
0 < OF EXISTING LINES AND MARKINGS, AND THE. -'REMOVAL OF PAVEMENT
v 0 STOP
0 MARKERS, SHALL' BEAT THE CONTRACTOR.'S EXSPE_NSE.
0 r7l
+ co
,W— V_ - - - C
N88*20'1 Cr E
ol INTERVALS
2
A2
9 0 9
z 2j
0
(y
&D
mo
7`77
55j;O
A.
5 OF E §S10
O -F IL, ; "
(�u R T)0�0
CID
:z
Uj No -26229 m
cr_ Ex --:D
P- 3/31/94 rn
CIVIL
%-OF ALW\J-'_
z
o
. .................. mo �5r/_57.
ullll��ll 116�11 1161
n n -NO93141-21 26
___77
12
14-
PARC
cl
DRIVEWAY
t, A
04AW10
a -q wt oOor td -use of
INC, 19 Pot resoo"Ible for
jy&octjoo4, All abiSidpou"d
sm and iededtv thelostlies tha
MOO ased S*ne. jljjjj%...__,_,lojl
DRIVEWAY
4
zz// 0 Qj��-REMOVE EXIST. STRIPE BY SAND BLASTING
00 REMOVE EXIST. TYPE F-1 DELINEATORS (WITHIN ROAD BED) MARKERS 0 50' O.C.
lt WHITE STOP BAR.-- OIZ
17 @ K_ -
—R-15 "NO TURNS"
AL, a
@��_W-17 'STOP AHEACr
EXIST R/W (5_Q) --"STOP AHEACr LEGEND
TAMARIND COURT
No. 31694
rn
cr_
Exp. 12-31-92
0 vi
0 CA
40' 0) 40' 80, 1201
GRAPHIC SCALE 1" 40'
COUNTY OF SAN BERNARDINO
TRANSPORTION -- DEPARTMENT
APPROVED BY:
wr*7
TRArFIC ENGINEER DATE: REVISIONS
C7
DATE