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LEGEND
EXISTING STRIPING & MARKINGS TO REMAIN.
EXISTING STRIPING & MARKINGS TO BE REMOVED.
—� PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS; _ M PROPOSED SIGNS.
R� EXISTING RED CURBS
PAINT TYPE IV ARROW TO MATCH CITY STENCILS.
OS SIGNALIZED
I L i LLLV n r TV Jr P1V11\V
GENERAL NOTES:
C
REFERENCE:
PARCEL. MAP 12433, SHEETS 3 & 4
OF 7,WAGNER PAWIC, DATED 4`11/91
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
LMISCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING - TRAFFIC ENONEERING - PARKING
■ I= 00NWAX qW4dL sins 121L OSsrA MM% a 9S M4" -IW
■ 105 90M MDrMR AVENUE. SUIS 100. P UMMA, CA 111105 (4140790-2321k
10 P:n ■ S RIO SAN DE00 DRI 134 SAN DIE0% CA 02105 (5 9WO-3055
•/f - -
9
NO. DAZE
SCALE: 1 r : 40.
Crff OF FONTANA. CEFORM
BNGINBBRINI DIJON
DRAWN eY: SH SIGNING & STRIPING
DESIGNED BY: VALLEY BLVD.FOR
DYG STA 10+00.00 TO 33+00.00
CHECKED BY APPPESWEET,
BY•
SD s-
CLY JR. RCE 26690 DATE
Sl<;Abf _t 00,
SCALE:
1" =4W
DATE -
3 -31-93
DRAWING NO.: 1
2194 7
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
7.
IT SHALL BE THE RESPONSIVITY OF THE CONTRACTOR TO MAINTAIN
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES,
SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
CONSTRUC110H
NOMS
SPECIFICATIONS OF 111E STATE OF CALIFORNIA.
2
PAVEMENT MARKERS AND TRAFFIC S1RIP�6 [�MENSIONS SHALL CONFORwI
8
ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
TO CALTRANS STANDARD PLANS JULY 1992.
REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR
DETAfL NUMBER FOR INSTALLATION OF PAVEMENT MARKINGS
AND INCLUDES REMOVAL OF RAISED PANT MARKER&
xx
PER STATE STANDARD PLAIDS
NO.: A20—A, A20—B & A20—C.
3.
PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS
4..
TRAFFIC STl�M�IG AND PAVEMENT MARKINGS ON NEW SURFACES SHALL.
REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH
SB SANDBLAST/REMOVE EXISTING
STRIPING AND PAVEMENT MARKINGS.
BE IN 111M0 (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
THE
THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS
WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE
BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST
WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN
COORDINATE WORK WITH CITY FORCES.
12" WHITE
THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL
COSTS BE NECESSARY.
.
10.
EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR
RL RELOCATE
&
Sm L CODS TO
SPEC SHEEl'S. SHALL
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
THE LATEST CALTRANS SIGN SPECIFICATION
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET,,
CODES. TRAFFIC SIGN SIZE SHALL. BE STANDARD UNLESS OTHERV#
. 11.
PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS
���5�0�;
_
INDICATED ON PLANS.
+*t
- ��`''� ..: `'.
AN PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION N34-3
_
ZT
OF CALTRANS STANDARD SPECIFICATK)NS, UNLESS NOTED OTHERVASE ON PLANS.
'�• ''
NE•
SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2' X 2' (12 CA.)
WITH 7/16' HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE
t
�`
"
PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
No. 0048774
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUB
E,t►/ �. , 9� .
ONE PIECE ANCHOR, 2 1/20 X 30" X 6 GAUGE (NON -PERFORATED), 70
t
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR".,
WITH ONE 7/16' HOLE ON EACH SIDE, AND AT TOP.
CIVIL
F CA
Nt�
REFERENCE:
PARCEL. MAP 12433, SHEETS 3 & 4
OF 7,WAGNER PAWIC, DATED 4`11/91
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
LMISCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING - TRAFFIC ENONEERING - PARKING
■ I= 00NWAX qW4dL sins 121L OSsrA MM% a 9S M4" -IW
■ 105 90M MDrMR AVENUE. SUIS 100. P UMMA, CA 111105 (4140790-2321k
10 P:n ■ S RIO SAN DE00 DRI 134 SAN DIE0% CA 02105 (5 9WO-3055
•/f - -
9
NO. DAZE
SCALE: 1 r : 40.
Crff OF FONTANA. CEFORM
BNGINBBRINI DIJON
DRAWN eY: SH SIGNING & STRIPING
DESIGNED BY: VALLEY BLVD.FOR
DYG STA 10+00.00 TO 33+00.00
CHECKED BY APPPESWEET,
BY•
SD s-
CLY JR. RCE 26690 DATE
Sl<;Abf _t 00,
SCALE:
1" =4W
DATE -
3 -31-93
DRAWING NO.: 1
2194 7