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Home My WebLink About1851-1NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTA-NA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 WHEN NOTED LOS ANGELES COUNTY FLOOD CONTROL DISTRICT AND SAN BERNARDDINO COUNTY FLOOD CONTOL DISTRICT STANDARDS SHALL BE FOLLOWED j 2. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES 3. ALL PIPES OR STRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN'ON THESE' PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED AT NO COST TO THE CITY OF FONTANA. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. i 4. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN 5' IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING OR SHIELDING SYSTEM. TRENCHES LESS THAN 5' IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. PUBLIC SAFETY SHALL BE CONSISTENTLY GUARDED AT ALL TIMES, AND NON-COMPLIANCE WITH THIS NOTE SHALL BE CONSIDERED THE CONTRACTOR's RESPONSIBILITY. 5. THE CONTRACTOR (S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6 . 6. CONTRACTOR SHALL FILLET BOTTOM OF MANHOLES AND OTHER STRUCTURES WITH CLASS "A" CONCRETE SO AS TO ALWAYS PROVIDE A SMOOTH TRANSITION ON FLOWLINES BETWEEN INLETS AND OUTLETS. 7. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED..CONTRACTOR SHALL BACKFILL WITH SAND A MINIMUM OF 24" AROUND UTILITY LINE OR AS SHOWN ON THESE PLANS FOR PARTICULAR LOCATION 8. ALL PIPE: -TO BE INSTALLED SHALL CONFORM TO CASE III BEDDING SHOWN ON LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWING 2-D177 9. PIPE CONNECTIONS TO STORM DRAIN SHALL CONFORM TO STANDARD DRAWING NO. 2-D112 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT. 10. MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED WHERE APPLICABLE PER STD. DRAWING NO. 2-D224 LACFCD. 3 11. COMPACTION �5F _..BCYLL` S`lLi`�VE'RZFIED BY CONTRACTOR AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACEMENT OF THE PERMANENT PAVEMENT. PERMANENT PAVEMENT SHALL BE PLACED WITHIN 10 DAYS OF EXCAVATION, A MINIMUM OF 3 INCHES THICKNESS OF ASPHALT PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. CONTRACTOR SHALL MAINTAIN THE PAVEMENT IN A SAFE AND SMOOTH CONDITION. 12. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE. PAVEMENT CRACKED ADJACENT TO THE TRENCH SHALL BE REMOVED. 13. ALL EDGES OF EXISTING PAVEMENT PAVING, EXISTING 13. ALL EDGES OF EXISTIN4 PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION WHICH SHALL BE APPLIED AFTER WATER CLEANING. �4. TRENCHES OF 300 FT. OR MORE TO BE PAVED WITH A SELF-PROPELLED PAVING MACHINE. 15. IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVE, REPLACE, REMEDY THIS WORK. UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH FAILURES SHALL BE REMEDIED, REMOVED, REPLACED AT THE CONTRACTOR'S SOLE EXPENSE 16. IN ALL PIPE CROSSINGS CONTRACTOR SHALL BE REQUESTED TO COMPACT BACKFILL BY LAYERS, AT OPTIMUM MOISTURE CONTENT, WITH THIS PROCEDURE ENFORCED BY INSPECTION. GOOD COMPACTION SHALL BE OF PRIMARY IMPORTANCE FOR THE PROJECT. 17. A PERMIT SHALL BE OBTAINED FROM CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO BEGINNING OF ANY WORK, 18. CONTRACTOR SHALL OBTAIN CAL/OSHA PERMIT FOR HAZARDOUS WORK PRIOR TO ISSUANCE OF CONSTRUCTION PERMIT (714)383-4321 19. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL SURVEY MANUMENTS BACK TO ITS ORIGINAL PLACE IF THEY ARE DISTURBED DURING CONSTRUCTION, 21, ALL BACKFILL AND FILLS TO BE USED AS SUBGRADE SHALL BE COMPACTED TO A RELATIVE DENSITY OF 90% FROM BOTTOM OF TRENCH TO 6 INCHES BELOW SUBGRADE SURFACE AND TO A RELATIVE DENSITY OF 95% FOR 6 INCHES BELOW SUBGRADE SURFACE UNLESS OTHERWISE SPECIFIED. 22. TRAFFIC STRIPING, LEGENDS & PAVEMENT MARKERS SHALL BE INSTALLED OR REPLACED. 23. ALL CONSTRUCTION AREA SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING. 25. ALL TRAVELLED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE CONTRACTOR'S OPERATIONS. BASE., IN LINE ROAD STORM DRAIN OF FONTANA PALMETTO AVENUE MANGO GROUP W CABLE 8561 NUEVO AVENUE FONTANA, CA. 92333 714-350-2344 i i FONTANA WATER COMPANY 16803 SPRING STREET i FONTANA, CA.92335 714-822-2201 i CITY OF FONTANA ENGINEERING SERVICES 8353 SIERRA AVENUE FONTANA, CA. 92335 714-350-7610 SOUTHERN CALIFORNIA EDISON COMPANY 300 N. PEPPER AVENUE RIALTO, CA. 92376 714-820-5598. PACIFIC BELL TELEPHONE 3939 CORONADO STREET ANAHEIM, CA.92807 i 714-999-5514 SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 714-884-9411 SOUTHERN PACIFIC TRANSPORTATION CO. 610 SOUTH MAIN ST. LOS ANGELES, CA. 90014 213-629-6494 CALTRANS - DISTRICT 8 241 WEST THIRD ST.' P.O.BOX 231 SAN BERNARDINO, CA. 12403 714-383-4017 ESTIMATED QUANTITIES- THE CITY AVENUE TO DESCRIPTION QUANTITY UNIT 60" R.C.P. 1100-D .-.24" R.C.P. 2000-D .CATCH BASIN NO. 2 (V 81) M.R. NO. 2 6" A.B.S. 6" C.I.P. A.C. REPLACEMENT CURB REPLACEMENT 1232 L - F. 1 EA. 4 EA. 525 L.F. 5 L. F. - L.S. 8 L.F. Ens','' s � i r V W n J a sr , WALN„ T AV EA1111�T (i. ow- +- ,y < • �r• T'"I Irm MI FAIRFAX RR' �i SAASE t vN NOTICE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATING AT 1-800-422-4133 CONSTRUCTION NOTES CONSTRUCT 60" R•C•p . STORM DRAIN CONSTRUCT M, it . NO. 2 PER DETAIL ON SHEET 4 CONSTRUCT MODIFIED M .H. NO 2 PER DETAIL ON SHEET 4. O CONSTRUCT 10" LONG 60" R.C.P. STUB. CONSTRUCT 6" A.E.S. PIPE 6• CONSTRUCT 6" CLEANOUT P * _ PER. A. P. w. ,�. '.T.b. PC.QN Zo4.(3.. A7 1'�JC/C.QIV Pubt,iC, W _5'TbCf,4TTDAt. 5duT1lBrrw CALF.C14AP7- t+e . R/W E R/W 601 i t ESS !ee► W Z IMb. 26471 On * ca *. EXIST. EP. eC4) �o /PROPOSED 60 STORM DRAW TYPICAL SECTION N.T.S i bush F 601