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Home My WebLink About2745-2mcm Protect Specific Notes, & PAVEMENT REMOVAL 9. CONSTRUCTION SE.QUEMI General Notes, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SMALL BE RAISED TO F"SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER FOR RECORD, WMD SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 11. APPROVED SOiL STERILANT IS REQl11RED UNDER ALL NEW PERMANENT ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13. NO CONCRETE SHALL BE PLACED UNTiL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TiMES. 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE EWRAOt TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWIALES ENTERING OR LEAVING IMPROVEMENTS. 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TiES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TiES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TiES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE MAINTAINED AT ALL TiMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES, 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAWD SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.), EXTRA STRENGTH CLASS AND SHAM CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 29. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 30. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 31. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 32. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIL ITIM AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 33. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. WCLUDING ADEQUATE WATER04 AT ALL TIMES. 34. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 35. THE CONTRACTOR SMALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDI110N UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 37. NO OPEN TRENCH SMALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL. OF THE CITY ENGINEER. SELECT NATIVE - MATERIAL 90% COMPACTED PROPOSED VCP � As NO crok'"'i�T�,ys �tGG�Z'ar, •n.�a-a 8' ASPHALT WIDTH iV1-To = i PVVMT. SECTION CRUSHED ROCK PER GRADATION SHOWN Bedding Detail, N.T.S. TABLE: 200-1.2(A) SIEVE SiZE CITY HAS OBTAINED AN ENCROACHMENT PERMIT FORM THE COUNTY OF SAN CONTRACTOR SHALL RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT. A. GENERAL 1 " BERNARDINO TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED CONTRACTOR SHALL FURNISH CITY WRITTEN DOCUMENTATION THAT SAID 90 - 100 1/20 WITHIN COUNTY RIGHT-OF-WAY). CONTRACTOR SHALL PERFORM ALL WORK IN PAVEMENT HAS BEEN RECYCLED. 1) DURING CONSTRUCTION, ALL EXISTING SEWER FACILITIES (SEWER LINES, NO.4 ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF SAID PERMIT. NO. 8 MANHOLES, AND SEWER LATERALS) SHALL BE MAINTAINED IN PLACE AND IN ASTM C 131 TEST GRADING B 7. RESTORATION REQUiREMENTS SERVICE AT ALL TiMES. CITY WILL NOT ACCEPT THE CONTRACT WORK UN11L CONTRACTOR HAS SUBMITTED A WRITTEN STATEMENT OF COMPLIANCE ISSUED BY THE COUNTY CONTRACTOR SHALL PROTECT iN PLACE OR REMOVE AND REPLACE ALL 2) CONTRACTOR SHALL BYPASS WASTEWATER AROUNiD EXISTING MANHOLES OF SAN BERNARDINO TRANSPORTATION DEPARTMENT (SPECIFICALLY EXISTING UTILITIES AND PUBLIC AND PRIVATE IMPROVEMENTS INCLUDING, 10UT PRIOR TO STARTING CONNECTION WORK. IF BYPASSING IS TO BE REFERENCING RELATIVE COMPACTION AND STREET SURFACE RESTORATION NOT LIMITED TO, POWER POLES, BERMS, CURBS, GUTTERS, WALKWAYS, ACCOMPLISHED WITH ENGINE DRIVEN PUMPS, CONTRACTOR SHALL HAVE AN REQUIREMENTS) ADVISING THAT THE CONTRACTOR HAS COMPLIED WITH ALL SIDEWALKS, CROSS GUTTERS, SPANDRELS, MEDIANS, DRIVEWAYS, STORM ADEQUATE SUPPLY OF FUEL AND SUCTION AND DISCHARGE UNE REPAIR COUNTY REQUIREMENTS AND THAT THE COMPLETED WORK IS ACCEPTABLE. DRAINS, LANDSCAPING, LANDSCAPING MATERIAL, LANDSCAPE IRRIGATION CLAMPS AS WELL AS SEPARATE ENGINE DRIVEN PUMP AS A STANDBY. SYSTEMS, MAIL BOXES, WALLS, AND FENCES. IF SAID FACILITIES ARE CONTRACTOR SHALL ACQUIRE CiTY OF FONTANA AND SAN BERNARDiNO DAMAGED OR UNDERMINED AS DETERMINED BY THE CITY, SAID FACILITIES iF BYPASSiNG iS ACCOMPLiSMED WITH ELECTRIC DRIVEN PUMPS, CONTRACTOR COUNTY APPROVAL PRIOR TO CLOSURE, INCLUDING FONTANA CITY COUi x SHALL BE REMOVED AND REPLACED. CONTRACTOR SHALL REMOVE AND SHALL HAVE STANDBY POWER FACIUTW_S AS WELL AS A SEPARATE ELECTRIC AND SAN BERNARDINO BOARD OF SUPERVISORS APPROVAL FOR MARYGOLD REPLACE ANY DAMAGED OR DESTROYED IMPROVEMENTS AS PART OF THE DRIVEN PUMP AS STANDBY. AVE. ROAD CLOSURE. CONTRACTOR MALL MAINTAIN TWO LANES OF TRAFFIC CONTRACT WORK. ALL CURBS, GUTTERS, AND SIDEWALKS TO BE REPLACED CONTRACTOR SHALL HAVE AT LEAST ONE WORKER ASSIGNED TO OPERATION AT ALL 11MES DURING CONSTRUCTION FOR ALL OTHER STREETS. CONTRACTOR SHALL BE COMPLETED WITHIN SEVEN (7) DAYS OF ACCEPTANCE OF THE OF BYPASS PUMP DURING ALL BYPASS OPERATIONS. BYPASS FACILITIES SHALL FURNISH TRENCH PROTECTION AS REQUIRED TO CONSTRUCT SEWER SEWER TESTING. SHALL BE LOCATED IN MANNER AS TO MINIMIZE THE EFFECT ON TRAFFIC AND AND MAINTAIN TRAFFIC MOVEMENT. POTENTIAL FOR SEWAGE SPILL. DURING REPLACEMENT OF CURB, GUTTER AND SIDEWALK, CONTRACTOR SHALL 2. NOTIFICATIONS REPLACE COMPLETE PANELS OF SIDEWALK, CONTRACTOR SHALL REPLACE 3) PRiOR TO INSTALLING ANY BYPASS AND PRIOR TO BEGINNING ANY CURB AND GUTS BETWEEN CONSTRUCTION ,QT'S,. CONNECTION WORK, CONTRACTOR SHALL REVIEW HIS PROPOSED METHOD AND IN ADDITION TO NOTIFICATIONS SPECIFIED iN THE CONSTRUCTION LOCATIONS FOR BYPASSING, INCLUDING EQUIPMENT WITH THE CITY. SAID UTILITY REQUIREMENTS CONTRACTOR SPECIFICATIONSGENERAL CONDITIONS ) CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF METHODS AND LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TO SHALL NOTIFY RESIDENTS AND COMMERCIAL ESTABLISHMENTS OF IMPENDING EACH WORK DAY (4:00 P.M.) THE FOLLOWING: BEGINNING WORK. WORK. CONTRACTOR SHALL DISTRIBUTE PRINTED NOTICES, PREPARED BY CONTRACTOR AND APPROVED BY CITY, TO ALL RESIDENTS AND COMMERCIAL A. PLATE OPEN EXCAVATIONS (30' MAXIMUM LENGTH) AT THE END OF EACH 4) SEQUENCE OF WORK HEREIN SHALL BE FOLLOWED BY CONTRACTOR TO ESTABLISHMENTS IN THE VICINITY (BOUNDED BY PALMETTO AVE., TO ALDER WORK PERIOD, TEMPORARY ASPHALT CONCRETE SHALL BE PLACED AROUND LIMIT THE POSSIBILITY OF SEWAGE SPILLS. SEQUENCE OF WORK IS NOT AVE., SAN BERNARDINO AVE. AND VALLEY BOULEVARD) OF THE WORK AT PLATES FOR SMOOTH TRANSITION, AND APPROPRIATE SIGNAGE WATCH INTENDED TO COVER EVERY SPECIFIC ITEM OF WORK NECESSARY. INTENDED SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS AND LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION. MANUAL TYPE P) SHALL BE INSTALLED. PERFORM ALL WORK NECESSARY TO COMPLETE CONSTRUCTION WITHOUT SAiD NOTICES SHALL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES B. FILL ALL EXCAVATIONS WITH COMPACTED BACKFILL AND PLACE 2" MINIMUM SEWAGE SPILLS. WORK WILL BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND TEMPORARY ASPHALT CONCRETE PAVEMENT IN ALL. AREAS WHERE EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM PARKING WILL BE RESTRICTED, AND NAMES OF STREETS WHICH WILL BE PAVEMENT WAS REMOVED. SAID PAVEMENT SHALL BE COMPACTED, ROLLED DAMAGE DUE TO SEWAGE SPILLS, INCLUDING BACKUP INTO DWELLINGS AS CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED. SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT RESULT OF CONSTRUCTION ACTIVITIES. TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED CONTRACTOR SHALL NOTIFY COLTON JOiNT UNiFIED SCHOOL DISTRICT (CIM) SMOOTH AND FLUSH WITH ADJACENT EXISTING PAVEMENT AND ROLLED WITH 5) CONTRACTOR SHALL SCHEDULE HiS WORK SO EACH CONNECTION IS AT (909) 877-4227 AND OMNITRANS (OMNI) AT (909) 383-5283 PRIOR TO A STEEL WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. COMPLETED WITHIN AN EIGHT-HOUR PERIOD. CONTRACTOR MAY BE REQUN" BEGINNING CONSTRUCTION. CONTRACTOR SHALL ADVISE CJUSD AND OMNI OF C. REMOVE ALL DEBRIS, CONSTRUCTION MATERIALS, AND EQUIPMENT FROM TO CONSTRUCT CONNECTIONS AT NIGHT OR ON WEEKENDS. IMPENDING CONSTRUCTION AND PROPOSED SCHEDULE. CONTRACTOR SHALL COORDINATE WITH OMNI RELOCATION OF THE BUS STOP ON THE NORTH SIDE PUBLIC STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY. i& SEIIIIER CONS7RW11ION SEQUENCE OF SAN BERNARDINO AVE. NEAR BOXWOOD AVE. D. CLEAN (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, 1) CONTRACTOR SHALL EXCAVATE AND EXPOSE EACH AND EVERY POTENTIAL ONE MONTH PRIOR 10 B'EGMNNtNG CONSTRUCTION, CONTRACTOR SHALL POST GUTTERS, SIDEWALKS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE INTERFERENCE TO DETERMINE THE EXACT LOCATION OF EACH AND EVERY CONSTRUCTION N0110E SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY, POTENTIAL INTERFERENCE, PRIOR TO BEGINNING SEWER CONSTRUCTOL BEGIN AND CONTRACTOR'S NAME AND PHONE NUMBER. IF DIRECTED BY THE CITY). 2) CONTRACTOR SHALL RELOCATE CONFLICTING UTIUTIES. IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED E. PLACE TEMPORARY TRAFFIC STRIPING. BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO 3) CONTRACTOR SHALL CONSTRUCT SEWER, SEWER EXTENSIONS, SEWER CORRECT THE SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR F. REMOVE ALL TRAFFIC CONTROL AND OPEN ALL STREETS TO TRAFFIC. LATERALS, AND SEWER MANHOLES CONTINUOUSLY FROM MANHOLE 1 (STATION RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT SAME IMMEDIATELY TO CONTRACTOR SHALL INSPECT ENTIRE JOB SITE AT LEAST ONCE EACH DAY, 1+57 f) TO MANHOLE 16 (STATION 44+69.64). THE CITY. THEREAFTER, THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION T4 INCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS AND CORRECT ANY CORRECT THE SITUATION AS DIRECTED BY THE CITY. TRAFFIC, PAVEMENT (TEMPORARY, PERMANENT AND GROUND) OR BACKFILL DEFICIENCIES. CONTRACTOR SHALL MAINTAIN STREETS INCLUDING BACK FILLED 4) CONTRACTOR SHALL TEST SEWERS, EXTENSiOiM AND LATERALS. 3. UTILITIES TRENCHES IN GOOD REPAIR. 5) CONTRACTOR SHALL COMPLETE CONNEC7M CONSTRUCTION AT MANHOLE IF BASED ON CONTRACTOR'S FIELD MEASUREMENTS, EXISTING WATER AND/OR CONTRACTOR SHALL RESPOND IMMEDIATELY TO ALL REQUESTS BY THE CITY NO. 1, PER DETAIL 'A', SHEET 3. CONTRACTOR SHALL BYPASS WASTEWATER GAS FACILITIES CONFLICT WITH PROPOSED SEWER, CONTRACTOR SHALL FOR REMEDIAL WORK. CONTRACTOR SHALL, AT ALL TiMES (INCLUDING FLOW AS REQUIRED. COORDINATE WATER AND GAS RELOCATIONS. CONTRACTOR SHALL PROVIDE WEEKENDS AND HOLIDAYS), HAVE A CREW AVAILABLE TO RESPOND TO SAID 6) CONTRACTOR SHALL CONNECT EXISTING SEWER LATERALS TO NEW ALL ASSISTANCE REQUIRED BY FONTANA WATER COMPANY (FWC) AND REQUESTS. SOUTHERN CALIFORNIA GAS COMPANY (SCGC), COMPLETE ALL REQUIRED LATERALS. 7) CONTRACTOR SHALL CONSTRUCT CONNECTION TO EXISTING 'B ', APPLICATIONS, ALLOW FWC AND SCGC FORCES SUFFICIENT TiME TO COMPLETE 8. PERMANENT ASPHALT CONCRETE PAVEMENT SYSTEM PER DETAIL SHEET 7. FACILITY RELOCATIONS, AND PAY ALL REQUIRED FWC AND SCGC FEES, ALL 8) CONTRACTOR SMALL CONSTRUCT CONNECTION TO EOQS7M SYSTEM AT AT NO ADDITIONAL COST TO THE CITY. PAVEMENT REPLACEMENT SHALL INCLUDE TRENCH PAVEMENT (SEWER, EXTENSIONS AND LATERALS) AND ANY ADJACENT DAMAGED PAVEMENT. MANHOLE NO. 17 PER DETAIL 'C', SHEET 7. 4. ADDITIONAL BACK XL TS PERMANENT ASPHALT CONCRETE PAVEMENT SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THESE CONSTRUC11ON NOTES AND COUNTY 9) CONTRACTOR SHALL CLEAN, PLUG, ABANDON EXISTING SEWER FACILITIES, ING WHERE PROPOSED SEWERS CROSS BENEATH EXISTWATERLINES, SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN SAME, THE MOST STRINGENT PER NOTE 11, HEREON. CONTRACTOR SHALL INSTALL 1 SACK CEMENT SLURRY BACKFILL FROM TOP REQUIREMENTS SHALL PREVAIL 11• ABANDONMENT CONSTRUCTION OF TRENCH PIPE ZONE TO SPRING UNE OF PIPE AND INSTALL CLEAN SAND BEDDING TO 6" OVER EXISTING WATERLINE. BEDDING SHALL BE A MINIMUM A. PREPARATION 12" EACH SIDE OF WATERLINE. CONTRACTOR SHALL ABANDON EXISTING LIFT STATION, FORCEMAIN, SEWERS " CONTRACTOR SHALL LEAVE TEMPORARY ASPHALT CONCRETE PAVEMENT IN AND MANHOLES AS FOLLOWS: SES LATERALS PLACE FOR FIVE (5) DAYS. THEREAFTER, CONTRACTOR SHALL REMOVE ALL TEMPORARY ASPHALT CONCRETE PAVEMENT, DISPOSE OF IT AT AN A. AFTER THE PROPOSED SEWER IS PLACED INTO SERVICE, CONTRACTOR AUTHORIZED RECYCLING SITE, AND THEN PLACE PERMANENT PAVEMENT. SHALL REMOVE LIFT STATION INCLUDING PUMPING UNITS, ELECTRICAL TO CONFIRM LATERAL LOCATIONS, CONTRACTOR SHALL VIEW VIDEO CONTROL SYSTEM, VALVES, PIPING, DRYWELL, AND WETWEL L. INSPECTION TAPES FURNISHED BY CITY. EXISTING SEWERS ALONG MARYGOLD CONTRACTOR SHALL SAW CUT PAVEMENT EDGES TO STRAIGHT, NEAT, AVENUE (PALMETTO AVENUE TO ENCINA AVENUE) AND ALONG SAN VERTICAL., EDGES, EITHER PERPENDICULAR TO OR PARALLEL WITH THE B. CONTRACTOR SHALL CLEAN EXISTING FORCE MAiN AND SEWERS MATH HIGH BERNARDINO AVENUE (ALDER AVENUE TO BOXWOOD AVENUE) WERE TRENCH. ALL EXISTING PAVEMENT ADJACENT TO THE TRENCH THAT IS PRESSURE JET VACTOR TRUCK OR EQUAL FORCE MAIN AND SEWERS SHALL INSPECTED BY CITY. THEREAFTER, CONTRACTOR SHALL EXCAVATE AND DAMAGED, UNDERMINED, OR SCARRED, AS DETERMINED BY THE CITY, SHALL BE CLEANED OF ALL DEPOSITS. CONTRACTOR SHALL PLUG SEWERS AT ALL EXPOSE EACH INTERFERING LATERAL AND EACH LATERAL TO BE CONNECTED BE REMOVED AND REPLACED. CONTRACTOR SHALL EXCAVATE UNDERLYING OPENINGS INCLUDING SEWER LATERAL CONNECTIONS WITH CONCRETE AT 12" TO PROPOSED SEWER TO DETERMINE THEIR SUBGRADE TO 12" BELOW PROPOSED CLASS 2 BASE, AND COMPACT IT TO 95 MINIMUM LENGTH. CONTRACTOR SHALL PLUG FORCE MAIN AT 500' HORIZONTAL AND VERTICAL ALIGNMENTS. COMPACTION MINIMUM. INTERVALS WiTH CONCRETE (12" MINIMUM). CONTRACTOR SHALL EITHER INSTALL 4" OR 6" SERVICE LATERALS AS B. THICKNESS 1 Z TRQICHING REQUIRED TO MATCH EXISTING LATERALS OR AS SPECIFIED ON THE DRAGS, PERMANENT ASPHALT CONCRETE PAVEMENT SHALL CONSIST OF BASE PAVEMENT AND OVERLAY PAVEMENT. SAID PERMANENT ASPHALT CONCRETE CONTRACTOR SHALL LIMIT OPEN TRENCHES TO 100 FEET MAXIMUM a- APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE PAVEMENT SHALL BE HOT PLACED AND SHALL BE 4" THICKNESS MINIMUM (3" c� CONSTRUCTION DRAWINGS. CITY WILL CONFER EACH PROPERTY OWNER TO BASE PAVEMENT PLUS 1" PAVEMENT OVERLAY) PLACED OVER 6" OF CLASS N DETERMINE PRECISE LOCATIONS. THEREAFTER, CONTRACTOR SHALL BASE COMPACTED TO 95% RELATIVE COMPACTION MINIMUM IN ACCORDANCE CONSTRUCT LATERAL FROM PROPOSED SEWER TO EXISTING RIGHT-OF-WAY WITH COUNTY SPECIFICATIONS, TRENCH DETAIL 'C'. AT THE LOCATIONS SPECIFIED. LATERALS SHALL TERMINATE WITHIN STREET RIGHT-OF-WAY (SEE TYPICAL CROSS SECTIONS). OVERLAY SHALL BE PLACED FROM GUTTER LIP TO GUTTER UP OR EDGE OF PAVEMENT TO EDGE OF PAVEMENT OR ASPHALT CONCRETE BERM TO a. FOR LATERALS NOT CONNECTED TO PROPOSED SEWER, CONTRACTOR SHALL ASPHALT CONCRETE BERM OR ANY COMBINATION THEREOF FOR MARYGOLD �^ PROTECT EACH IN PLACE. AVE. AND ALDER AVE. OVERLAY IS NOT REQUIRED FOR SAN BERNARDINO AVE. . . o•J C. TRAFFIC SIGNING AND STRIPING CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING TRAFFIC SIGNS. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS, INCLUDING BUT NOT LIMITED TO, CENTERLINE LANE LINES, STOP BARS, AND CROSSWALKS DESTROYED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH TEMPORARY STRIPING OR MARKINGS BY METHOD APPROVED BY THE CITY. SAID TEMPORARY STRIPING SHALL BE PLACED AT THE END OF EACH WORK DAY. General Notes, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SMALL BE RAISED TO F"SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER FOR RECORD, WMD SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 11. APPROVED SOiL STERILANT IS REQl11RED UNDER ALL NEW PERMANENT ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13. NO CONCRETE SHALL BE PLACED UNTiL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TiMES. 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE EWRAOt TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWIALES ENTERING OR LEAVING IMPROVEMENTS. 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TiES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TiES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TiES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE MAINTAINED AT ALL TiMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES, 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAWD SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.), EXTRA STRENGTH CLASS AND SHAM CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 29. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 30. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 31. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 32. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIL ITIM AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 33. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. WCLUDING ADEQUATE WATER04 AT ALL TIMES. 34. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 35. THE CONTRACTOR SMALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDI110N UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 37. NO OPEN TRENCH SMALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL. OF THE CITY ENGINEER. SELECT NATIVE - MATERIAL 90% COMPACTED PROPOSED VCP � As NO crok'"'i�T�,ys �tGG�Z'ar, •n.�a-a 8' ASPHALT WIDTH iV1-To = i PVVMT. SECTION CRUSHED ROCK PER GRADATION SHOWN Bedding Detail, N.T.S. TABLE: 200-1.2(A) SIEVE SiZE PERCENTAGE PASSING SIEVES 1 1/2 - 1 " 100 3/4" 90 - 100 1/20 30 - 60 3/8" 0 - 20 NO.4 0-5 NO. 8 - ASTM C 131 TEST GRADING B 9 "in Underground Service Alert L.D. KING, INC. CITY OF FONTANA, CALIFORNIA ESSi 2151 CONVENTION CENTER WAY CONSTRUCTION NOTES FOR SECTION 4216/4217 OF THE GOVERNMENT �TRIq� ` SUITE 1008 MARYGOLD AVE. ALDER AVE. S E WE R o CODE REQUIRES A DIG ALERT IDENTIFICATION 4 ONTARIO, CA 91764 SEWER IMPROVEMENTS DIMM Br. SCALL Ll) NUMKR BE ISSUED BEFORE A PERMIT TO ti (909) 937-0200 EXCAVATE WILL BE VALID - MARYGOLD / ALDERVE CCP CONSTRUCTION NOTES AS SHOWN cinG No.44226 A s�� FOR YOUR DIG ALERT I.D. NUMBER CALL .6 -30 -CM DESIGNED 8Y: DANE UNDERGROUND SERVICE ALERT C �r ; �l� CCP/I[P? NOV., 1999 �, AND TOLL FREE 1-800-227-2600 OF MICHAEL PATRICK THORNTON R.C.E. 44 OEM Br. APMM 13 : D TE DRAM N0.: CN- MCH EL EXPIRES: 6-30-01 C E. o. 226 LOCUST AVE■ LIFT STATION �/i/� � TWO WORKING DAYS BEFORE YOU DIG REV �� DESCRIPTION DATE ENGR. CITY DATE DHS 2745 10 CITY ENGDdEQt R.C.E 2512 LDK JOB f 124-04 1I UU-5