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GENERAL NOTES
1. ALL WORK, MATERIAL AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING
SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR CITY
OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF
CALIFORNIA.
2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND
THE REQUIREMENTS OF THESE GENERAL NOTES.
3. PAVEMENT MARKERS AND TRAFFIC LINES (STRIPING) DIMENSIONS SHALL CONFORM
TO CALTRANS TRAFFIC MANUAL.
4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE
STENCILS.
5. PAINT FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS, PAVEMENT
LEGENDS, AND CURB MARKINGS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF
THE STANDARD SPECIFICATIONS. REFLECTIVE MATERIAL SHALL BE APPLIED TO
ALL TRAFFIC STRIPES (EXCEPT BLACK PAINT) ON THE FINAL FINISH COAT PER
SECTION 84-3 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA
AND CITY OF FONTANA.
6. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROLPOINTS FOR ALL
STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND
ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER.
7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO CALTRANS
APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON
CORRESPOND TO THE CALTRANS SPECIFICATION SHEET CODES. SIGNS SHALL BE
THE STANDARD SIZE UNLESS OTHERWISE INDICATED.
8. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION
AND SIGN PANEL INSTALLATIONS SHALL CONFORM TO SECTION 55-2 OF THE
CALTRANS STANDARD SPECIFICATIONS.
9. SIGNS SHALL BE MOUNTED ON METAL BOX SECTION POSTS UNLESS OTHERWISE
INDICATED. POSTS AND INSTALLATION SHALL MEETCITY REQUIREMENTS.
10. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE
LUMP SUM ITEM COMPLETE IN PLACE. THE LUMP SUM PRICE IN THE BID SHALL
INCLUDE FULL COMPENSATIONS FOR FURNISHING ALL LABOR, MATERIALS, TOOLS
AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE
INSTALLATIONS OF TRAFFIC LINES AND / OR MARKINGS AND / OR MARKERS AND
TRAFFIC SIGNS AS REQUIRED BY THESE PLANS. ALL COSTS FOR SANDBLASTING
OF EXISTING LINES AND MARKINGS, AND THE REMOVAL OF PAVEMENT MARKERS,
SHALL BE AT THE CONTRACTOR'S EXPENSE.
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SIGNS STRIPING
A "L" MARKERS D 0 U B L E Y E L L 0 W AtW 44W .5efN SrP _4?Z0 -W
8 (D Aerwle, -z s
a zo I I C23 "ROAD WORK AHEAD" 12" WHITE STOP BAR
RI "STOP SIGN" 8" SOLID WHITE
/7--
R18 "RIGHT LANE MUST TURN RIGHT" PAVEMENT MARKING DIRECTIONAL ARROW
40 /ZZ
nI W74 "THRU TRAFFIC MERGE LEFT" .4" SOLID WHITE
N
R -26(S) "NO STOPPING ANY TIME" Y,�57Z_ZZPAI /,//055 Pee eA1_7Z_VA1,5
W-55
R2 "SPEED LIMIT 35 MPH
ISCALE: 1 40' TYPE III CALTRANS BARRICADE
STOP
W-44 "TWO WAY TRAFFIC INDICATOR"
W1 "WARNING SIGN"
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SERVICE ALERT
48 HOURS BEFORE YOU 61 G- CLASS 1, TYPE "F" DELINEATORS, AT 50'± SPACING
1-800-422-4133
PRIVATE ENGINEERtS NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL. LIAB!L.ITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS , OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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 CITY, THE
OWNERS, 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 OWNER OR THE ENGINEER.
REVISIONS: Sierra Englineerin C I TY OF -FONTANA CAL I FORN I A
NO. DESCRIPTION ENG. DATE APPROVED DATE
f, I v I lilt
BENCH MARK: 1 CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
ADDED ITEM P XB. 12-18-90 eV 000,�AETN 0%,v ///,
ej� PUBLIC WORKS DEPARTMENT
CITY OF FONTANA BENCHMARK NO. 378 CIRCUIT NO. -. in "/�
0 Q � -8080
0 (714) 799 fill
67-5, 30D NAIL. IN P.P. (NO NUMBER) SOUTHWEST =40'
CORNER BEECH STREET AND FOOTHIL.L.BOULEVARD. R. C. E. 33820 25864 BUSINESS CENTER DRIVE, SUITE 'F, DRAWN BY STRIPING PLAN SCALE 1
0, EXP. 6/30/94
REDLAt;DS, CA 92374
40'
0 0 TRACT NO. 13954
0 1
0
ELEVATION 1257.84 DATE SEPTEMBER 1957 % DESIGNED BY -Y DATE
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1/41 000-02.Moo
12-zo-clo
OP CALI�
CHECKED BY APPROVED DRW. #
I __1DATE: -7' R. C. E. 820 EXP. 6/30/94 r, T, ...'NEER 1) r% p 19 0
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