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HomeMy WebLinkAbout1966-1(3 5 FR I P- ING PI AN 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 CSTRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. PAINT FORSIGNS STRIPING 5. LEGENDS, ANDACURB MARKINGS, SHALL SBELKSRAPIDSTRIPING,IMIT DRY TYPESPERASECTION P84-3ENT OF n "L" MARKERTHE STANDARD SPECIFICATIONS. REFLECTIVE MATERIAL SHALL BE APPLIED TO 1O DOUBLE YELLOW — D�rs�iG 22 2550 G.F ALL TRAFFIC STRIPES (EXCEPT BLACK PAINT) ON THE FINAL FINISH COAT PER •• •• n , •• 1.11-I T T� SECTION 84-3 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA © C23 ROAD WORK AHEAD 2 Esq STB�B�— AND CITY OF FONTANA. n R! "GT -9P SIGN" 08" SOLID WHITE—JPET-,/G 38 6. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND OD R18 "RIGHT LANE MUST TURN RIGHT" 1 Eq ® PAVEMENT MARKING DIRECTIONAL ARROW /10 E.A ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. �1 W71 "THR I TRAFF T G MERGE LEFT" 05 4" SOLID WHITE 4- 0, G. F 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO CALTRANS OF R -25(S) "NO STOPPING ANY TIME" Z E.0 APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON 1 CORRESPOND TO THE CALTRANS SPECIFICATION SHEET CODES. SIGNS SHALL BE q,M THE STANDARD SIZE UNLESS OTHERWISE INDICATED. w 56 LN H R2 "SPEED LIMIT 35 MPH" E.� 8. MATERIALS FOR SIGNS. POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION O� O AND SIGN PANEL INSTALLATIONS SHALL CONFORM TO SECTION 55-2 OF THE TYPE T I T A I TR A AI BARRICADE A OLS A I D CALTRANS STANDARD SPECIFICATIONS. W � 11 44 "TWO WAY TRAFF16 ,• 9. SIGNS SHALL BE MOUNTED ON METAL BOX SECTION POSTS UNLESS OTHERWISE INDICATED. POSTS AND INSTALLATION SHALL MEET CITY REQUIREMENTS. FuTu,�E ,2/w OK W1 "WARNING SIGN" 10. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE O LUMP SUM ITEM COMPLETE IN PLACE. THE LUMP SUM PRICE IN THE BID SHALL O pO' © TYPE "G" REFLECTIVE MARKERS ® 24' O.C. Zoe -4. INCLUDE FULL COMPENSATIONS FOR FURNISHING ALL LABOR, MATERIALS, TOOLS , AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE N d.TYPE REFEEBTIYE MARKERS INSTALLATIONS OF TRAFFIC LINES AND / OR MARKINGS AND / OR MARKERS AND TRAFFIC SIGNS AS REQUIRED BY THESE PLANS. ALL COSTS FOR SANDBLASTING O CL1/.SS J DAG/tiE,9To.2 oE2 �GTi2�NS OF EXISTING LINES AND MARKINGS, AND THE REMOVAL OF PAVEMENT MARKERS, Q M - � T sTa. ��4 -�, TyoE Zs" O.G. 20 E.i� SHALL BE AT THE CONTRACTOR'S EXPENSE. 11. STRIPING LAYOUT TO BE APPROVED BY FIELD INSPECTOR PRIOR TO PAINTING. • O n � 8" !t/y/TE 3' �•4/i1Vr 9' G�f? S/�!/G�•� 7V 4ljW 7;2W ,5 AE7,4/4 37. lea G.F. 1 Q. t✓h117-E G liVE f 0 a h b ,�/ave i ,s ►� I Ae2felll:l EX/.sT11fel 1W STDP/NG qNl/ T/AIE �E� T,e I•W5¢ CALL UNDER GROUND uv u u SERVICE ALERT SCALE: I"= 40' (D48 HOURS BEFORE YOU DIG 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: h 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. LIABILITY 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 AL.L. L.IABIL.ITY, 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. BENCH MARK: CITY OF FONTANA BENCHMARK NO. 378 CIRCUIT NO. 57-5, 30D NAIL IN P.P. (NO NUMBER) SOUTHWEST CORNER BEECH STREET AND FOOTHILL BOULEVARD. ELEVATION 1267.84 DATE SEPTEMBER 1957 REVISIONS: N0. DESCRIPTION ENG. DATE APPROVED DATE �1�`��GivtkI'll, Sierra engineering °•°T .•'c ��►�� CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS e j ON % C7143 799-8080 t R.C.E. 33820 25854 BUSINESS CENTER DRIVE, SUITE 'F' i REDLANDS , CA`"- 93� '9P CAI-If�� � Nv\%vt \\ N���� DATE: ��' G • %d R. C. E. - 3 8 EXP CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STRIPING PLAN SCALE t"=40' lqlv TRACT NO. 14293 DESIGNED BY &#6er 4�16A U6 DATE 0 �� S 9TH �l2too ro �T� 2l� 14 Z2 - 2 CHECKED BY APPROVED• � DRW. # , CIVIL ENGINEER R.C. . 1966