HomeMy WebLinkAbout3906-1CITY OF FONTANA
SIGNING & STRIPING NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD
SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD PLANS
& SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED JULY 2002),
THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT.
2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA
STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
THERMOPLASTIC PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
SHOWN ON THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST,
UNLESS OTHERWISE SHOWN ON PLANS, PER CITY STANDARD
DETAIL NO. 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE
ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
8. CROSS WALKS SHALL HAVE 10' BETWEEN THE CENTER LINES OF 12"
STRIPES PER CITY STD. 1006.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY
METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E.
10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 37B & 38
FOR HIGHWAYS WITH RAISED MEDIANS.
NOTES:
1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION.
2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS
SHOWN.
3. ANY DEVIATION/S FROM THESE - PLANS SHALL REQUIRE A REVISION
TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
BENCH MARK:
The Bench Mark for this project is:
SL -3. Chis. " " on top of curb return
of Sierra Avenue and Summit Avenue
Elevation =1663.115
BASIS OF BEARINGS:
The basis of bearings for this drawing is:
The west line of Sec. 20 T1 N, R5W
being N00'33'41 "W per R.S. 35/9
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SIGNING AND STRIPING CONSTRUCTION NOTES
U1 APPLY IV 4 EA
2 APPLY LEFT E TiURNNARROW,,TYPEEIV . 8 EA
gAPPLY
LANE DROP ARROW, TYPE VI .3 EA
APPLY 300mm (12") WHITE CROSSWALK MARKING PER CIN STI) 1006. .150 LF
5 APPLY MEDIAN ISLAND, DETAIL 29 .2,650 LF
6 APPLY SOLID WHITE UNE PER DETAIL "A" HEREON. .450 LF
7 APPLY CHANNELIZING UNE, DETAIL 38 .1,150 LF
S APPLY 4' V4HIiE LINE. .170 LF
INDEX OF SHEETS 9 APPLY LANE UNE, DETAIL 14A .4,800 LF
10 APPLY EDGE UNE, DETAIL 276 .7,230 LF
SHEET No. DESCRIPTION 11 APPLY 4' DOUBLE YELLOW CENTERLINE, DETAIL 22 .1,070 LF
t TITLE SHEET 12 INSTALL R26 (S)(CA) SIGN &POST _23 EA
2 SIGNING &STRIPING (STA. 118+00.00 TO STA. 140+00.00) 13 PROTECT EXISTING SIGNING &STRIPING. . - EA
3 SIGNING &STRIPING (STA. 140+00.00 TO STA. 160+00.00) is REMOVE EXISTING STRIPING +WORD LEGENDS. . - EA
15 INSTALL SIGN do POST PER CIN OF FONTANA STD. DTL N0. 139 (SIGNAGE AS NOTED ON SHEET) . . 5 EA
4 SIGNING &STRIPING (STA. 160+00.00 TO STA. 176+00.00) 16 APPLY LEGEND AS SHOWN ON PLANS PER STD. PLAN A24D. . 4 EA
5 SIGNING &STRIPING TERRA VISTA DRIVE 17 APPLY LANE DROP PER DETAIL 378 IMiH RPM'S . .700 LF
18 INSTALL TYPE "F' DELINEATORS . . 6 EA
SIERRA AVENUE
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WHITE STRIPE
TYPE "G" RPM
TYPE "G" RPM DIRECTION
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CITY OF FONTANA, CALIFORNIA
SIGNING & STRIPING PLAN
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