HomeMy WebLinkAbout2145-S 8/GN/NG AND STRIPING NOTES
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGN AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE MANUAL.
REGULATORY AND WARNING SIGNS SHALL BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" ELSEWHERE.
2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 2"X2" AND OF
SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGNS(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND
THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4"X2-1/4" BY 30" LONG. POSTS SHALL BE ATTACHED TO
THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OF TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OR OTHER
CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN "U" CHANNEL POSTS.
3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THE FOLLOWING PROVISIONS:
A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES
AND MARKINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED.
PAVEMENT LEGENDS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA MAINTENANCE STENCILS.
B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET SANDBLASTING.
C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF
TO THE SATISFACTION OF THE CITY ENGINEER.
D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW
STRIPES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS.
TRAFFIC SIGNAL LOOPS SHALL BE
PROTECTED IN PLACE OR REPLACED.
40 60 80
( IN FEET
1 INCH =40 FEET
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; EX. SOLID WHITE I �� � �'� EX. LANE I SIMING215' 78.6 4 N 448.0 5 9 5 9 10, � 4 �� X. E STRIPING— ,ti°o
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CONSTRUCTION NOTES
1 8" WHITE STRIPING W/ MARKERS PER CAL TRANS STD. A200, DETAIL 38
2 INSTALL 7HERM0PLAS77C PAVEMENT MARKING PER CALTRANS STD. A24A, TYPE IV (R).
3 8" WHITE STRIPING PER CAL 7RANS STD. A200, DETAIL 38A
4 4" SKIP WHITE LANE UNE W/ MARKERS PER CITY OF R.C. STD. 133 TYPE G
5 INSTALL THERMOPLASTIC "SIGNAL AHEAD" PAVEMENT MARKING PER CALTRANS STD. A240
8 INSTALL "RIGHT ONLY" SIGN - R18.1(CA)
7 INSTALL "ONE WAY" SIGN - R6-1. DESCRIPTION OF REVISION DATE APP�Ro D
8 INSTALL "NO STOPING ANY 71ME" SIGN - R26(S) CITY OF RANCHO CUCAMONGA
9 WET SANDBLAST & REMOVE EX. STRIPING AS NECESSARY
10 REMOVE & RELOCATE SIGNAL AHEAD SIGN- W41 SIGNAGE & STRIPING PLAN
11 4" W 17E STRIPING PER CALTRANS STD. A208, DETAIL 278
12 8" WHITE STRIPING W1 MARKERS PER CAL7RANS STD. A200, DETAIL 38A FOOTHILL BLVD. STREET IMPROVEMENTS
ORTH SIDE FOOTHILL BLVD., WEST OF ETIWANDA AVE,
STA 88+46.60 TO STA, 94+35.50
P.M. 16767 / DRC 2004-01128
BENCH MARK NO. 10032NO ES• �gg� CT Y ENGINEER RCE 24953
PROVED BY DAT
AGENCY: CITY OF RANCHO CUCAMONGA �� �
DESCRIPTION: 2" BRASS DISK, CITY OF R.C. 1. LENGTH OF DESIGN: 18 7' f V=50 MPH DESIGN PREPARED UNDER THE SUPERVISIO OF RECOMMENDED
BM 10032 (1987) 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. No. C058971 MADISON JAG-
LOCATION: AT THE NORTHEAST COR. OF FOOTHILL BLVD. 3. ALL STRIPING, PAVEMENT MARKINGS AND MARKERS OBLITERATED BY Exp.08-30-07
& EAST AVE., 5 FT. SOUTH OF NORTHERLY END THE WORK AUTHORIZED BY THIS PERMIT SHALL BE REPLACED IN KIND '' CIVIL �� DRAWN . k " N� „ SHEET
OF WING WALL OF BRIDGE ACROSS ETIWANDA CREEKfi
is 3 OF
OR BETTER AS DIRECTED BY THE CITY INSPECTOR AT NO cA��Fo MADISON *DTE' l—?,Q-_Q7
>XiI I NSUM A CORONA `, ,9, �3. RAWNS��ELEVATION= 1195.43 COST TO THE CITY. CHECKEDDRAWING NO.
58971CITY FILE NO. -
PROJECT SH T, N0. 3 OF __