HomeMy WebLinkAbout3269-1CITY OF FONTANA
SIGNING AND STRIPING GENERAL NOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC
CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL.
4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", "STANDARD
SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST EDITIONS.
5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL
POINTS OR "CAT—TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING.
6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC
ENGINEER.
7. 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 SHOWN ON THE PLANS.
8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS,
PER CITY STANDARD DETAIL 139.
9. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD
STENCILS EXACTLY.
10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY
THE CITY TRAFFIC ENGINEER.
11. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON
THE PLANS, PER CITY STANDARD DETAIL 1006.
12. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
13. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY THE METHOD AS DESCRIBED IN SPECIAL
PROVISIONS, SECTION E.
TOLL FREE 'mm'm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SIGNING AND STRIPING PLAN.Q.
FOR
SHT 3
TRACT I�I
INDEX MAP
SCALE: 1 "=500'
REV: REVISION DESCRIPTION DATE ENGR. aTY DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
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COUNTY OF SAN BERNARDINO
VICINITY MAP
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9 9 9 Y 9 M BY SCALE:jc'
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Z REF SIGs & STIP PLANS AS NOT
No. 31681 z m 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
yt EWLE SHEET
xp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: SIGNED BY ATE
`req C1V1� `I / REF 07-08-C o
lF �O��Q V1:11Z S/ d Z ECKED BY APPROVED BY . WG NO.: wNOF CA1-�HAROLD A. GARCELON R.C.E. 31681 DATE: RDC to 4 OZa NCI GI R J? 1T 5"_5z DA : %N
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INDEX
OF SHEETS
SHEET
DESCRIPTION
1
of
7
TITLE SHEET
2
of
7
SIGNING
&
STRIPING
PLAN
FOR
BEECH AVENUE 162+00 to 185+00
3
of
7
SIGNING
&
STRIPING
PLAN
FOR
BEECH AVENUE 185+00 to 200+00
4
of
7
SIGNING
&
STRIPING
PLAN
FOR
LYTLE CREEK ROAD 166+30 to 191+00
5
of
7
SIGNING
&
STRIPING
PLAN
FOR
LYTLE CREEK ROAD 191.00 to 214+00
6
of
7
SIGNING
&
STRIPING
PLAN
FOR
CURTIS AVENUE 10+00 to 21+50
7
of
7
SIGNING
&
STRIPING
PLAN
FOR
SIERRA LAKES PARKWAY 10+00 to 18+00
a�
v
QRo�Ess/pForeman
ITY OF FONTANA, CALIFORNIA o
H�R Inc.nc� Y
nmr � Civil Engineering • Planning • Surveying •Public Works SUi1/IIVII�I' HEIGHTS 11
9 9 9 Y 9 M BY SCALE:jc'
o
Z REF SIGs & STIP PLANS AS NOT
No. 31681 z m 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
yt EWLE SHEET
xp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: SIGNED BY ATE
`req C1V1� `I / REF 07-08-C o
lF �O��Q V1:11Z S/ d Z ECKED BY APPROVED BY . WG NO.: wNOF CA1-�HAROLD A. GARCELON R.C.E. 31681 DATE: RDC to 4 OZa NCI GI R J? 1T 5"_5z DA : %N
.r fpL RTL 1931