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CONSTRUCTION NOTES:
O APPLY 8" SOLID WHITE STRIPE PER DETAIL 38.
O2 INSTALL TWO—WAY BLUE REFLECTIVE MARKERS AT ALL FIRE HYDRANT LOCATIONS.
O3 REMOVE EXISTING "NOT A THROUGH STREET" SIGN.
�4 APPLY 4" DOUBLE YELLOW CENTERLINE STRIPE PER DETAIL 22.
O APPLY/REAPPLY THERMOPLASTIC STOP LEGEND AS SHOWN ON PLAN.
O APPLY/REAPPLY 12" SOLID WHITE LIMIT LINE.
�7 INSTALL "STOP AHEAD" MARKINGS AS SHOWN
® INSTALL TRAFFIC SIGN, AND POST AS SHOWN.
® INSTALL TYPE IV ARROW MARKING
10 APPLY TWO—WAY LEFT TURN LANE LINE PER DETAIL 32.
11 REMOVE CONFLICTING STRIPING AND/OR MARKING
BASIS OF BEARING
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DIAL TOLL FREE
1-800-422-4133
o AT LEAST TWO DAYS
BEFORE YOU DIG ELEVATION 1019.890
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
SIGNING AND STRIPING GENERAL NOTES:
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF
FONTANA. THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT.
2 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD
STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER
SPECIAL PROVISION.
4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE
SHOWN ON PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS
OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4008.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY TRAFFIC
ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
8. CROSSWALK SHALL BE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY
STANDARD DETAIL 1006.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED
IN SPECIAL PROVISIONS, SECTION E.
10. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT
LOCATIONS PER CITY STANDARD PLAN.
RAILROAD SPIKE IN POWER POLE NO.
71833 AT THE NORTH EAST CORNER
OF POPLAR AVENUE AND SANTA ANA
AVENUE
ELEVATION 1019.890
G No. 31626 m
t� EXP. 12-31-06
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TRAFFIC ENGINEERING - DESIGN SERVICES
3333 S. Brea Canyon Road Suite 120 Diamond Bar Blvd, CA 91765
Phone: (909) 595-1940 Fax: (909) 959-1314
6,A.-IKA2� Date 44
J. D R, P. E. R.C.E. No. 31626 Exp. 12/31 /06
40'
0 20' 40' 80'
GRAPHIC SCALE
1 "=40'
CITY OF FONTANA, CALIFORNIA
160'
SIGNING AND STRIPING PLAN
DRAWN BY: SHEET 1" = 40'
N. BUNIA ELM STREET DATE:
DESIGNED BY: FEB. 6, 2006
J. DYE STA46+00.00 - STA 54+06.35 SHEET
DR. NO. �S_2
CHJCKDYER PPROVED: BY:4 G �3
f QTY FFI( FIJ . FFR- arF tin 4 1/ /��� 2 OF 2
-11- 07
NO. REVISION DESCRIPTION
APPROVAL DATE APPROVAL CITY DATE
REVISIONS
G No. 31626 m
t� EXP. 12-31-06
4- C l v
OF C
PL
U
EXIST R1-1
100' °Q
CC) -- -�
TRAFFIC ENGINEERING - DESIGN SERVICES
3333 S. Brea Canyon Road Suite 120 Diamond Bar Blvd, CA 91765
Phone: (909) 595-1940 Fax: (909) 959-1314
6,A.-IKA2� Date 44
J. D R, P. E. R.C.E. No. 31626 Exp. 12/31 /06
40'
0 20' 40' 80'
GRAPHIC SCALE
1 "=40'
CITY OF FONTANA, CALIFORNIA
160'
SIGNING AND STRIPING PLAN
DRAWN BY: SHEET 1" = 40'
N. BUNIA ELM STREET DATE:
DESIGNED BY: FEB. 6, 2006
J. DYE STA46+00.00 - STA 54+06.35 SHEET
DR. NO. �S_2
CHJCKDYER PPROVED: BY:4 G �3
f QTY FFI( FIJ . FFR- arF tin 4 1/ /��� 2 OF 2