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HomeMy WebLinkAbout4945-10 LOS ANGELES ANAHEIM TWO WORKING GAY'S BEFORE yni I nIr. 7O,LL FREE 800-422-413,5 i�UBLIC SERVICE BY sJND SERVICE ALERT R {'V�`y Y Y T TO PALM SPRINGS SCALE " A N.T.S. ! 1 i UTIlLilly CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON COMP ' NY 300 N. PEPPER AVE. RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 TRANSMISSION: (909) 875-5100 PIPELINES: (909) 657-1233 DISTRIBUITION: (909) 357-6233 NMI SOUTHERN CALIFORNIA GAS CO. 1981 LUGOONIA AVENUE REDLANDS, CA 92374 ATT'N JOHN OATES EMERGENCIES: (800) 427-2200 �l FONTANA WATER COIF ,%DIY 8440 NUEVOO AVENUE FONTANA, CA 92335 ATTN: MICHAEL MIcGR/ V (909) 822-22011 FAX (909) 283-504( r CITY OF i SIERRA8353 AVENUE FONTANA,92335 ' 350-6632 1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE ONTARIO, CA 91766 ONTARIO, CA 91761 ATT'N STEVE HOCK ATT'N JACK HAYES (800 422-4133 (909) 390--4738 SHEE I INDEX. .STREET NAME SHT. DESCRTiPTION TITLE SHEET 1 VICINITY MAF, LOCATION MAP, AND H�_ET INDEX. LYTLE CREEK ROAD STATION 7+91.03 TO STATION 10+8,9.24 L_YTL_E CREED ROAD ECTI N (REFERENCE) E) BENCH MARK BM ID: 625 DATE: 0/08 LYTLE CREEK rJ CAKTER RR SPK. IN PP AT N/E CUR. ELEV. 1515.96 FT. 2' a Lo ry ui m 16.5' PARTWAY uj CL i LYTLE CREEK ROAD TYPICAL r N. T. 5, (?:4=65) 5' GRIND 0.10' MIN. MI EXIST. PAVEMENT AND- OVERLAY ND OVERLAY 0.10 MIN, t EXISTING PAVEMENT-"' NOT TO SCALE AND REMICIVE HAVILIVILINI �� . ! REMOVEIKE WHERE REDWOOD -HEADER PAVEMENTNEW e SHC`11I.O CONSTRUCTION OF THE REQUIRED IMPF J . EMENTS NOT COMMENCE WITHIN TO YEAR S OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN 3 TO BRING THEM INTO CONFORMANCE WITH STAN,)ARDS IN EFFECT. C CARTER AVENUE+ -LOCATION_A. N.T.S, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTOR 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. WHEN A TECHNICAL 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. . ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4, 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 AREA (909) 350-7610. 5, THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES , DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.N11 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, 8. 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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10, THE LOCATIONS OF THE 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 1-8001-227-26001 TWO WORKING DAY'S BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT `' TELEPHONE, , ` L` CTRIC CABLE TELEVISION LANDSCAPING, LANDSCAPE IRRIGATION, DOM LIMITED �I C1, GAS, TELEP O L, E E , � WATER RECLAIMED WATER SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY'S NOTICE PRIOR TO WORK AROUND C THEIR E FACILITIES, 12. THE CCONTRACTOR SHALL NOT OPERATE ANY FIDE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14, STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STADES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.N. ' "' 16. THE CONTRACTOR .HALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TES AND BENCHMARKS, 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 TES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENCE AND BUSINESS AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENCE AND EMERGENCY VEHICLES, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR, 21, 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 CURING CONSTRUCTION WITHOUT' PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRI,O,R APPROVAL OF THE CIT INSPECTOR, - 23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN ' THE REQUIRE- DENSITY Et UIRErvyDENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIEDDENSITY IS OBTAINED. � STREET 24, CARE SHALL BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING REE IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ER'ODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS, 26. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISI-ING CONCRETE, 27, THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28, NO C/ ONfCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE SEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENINEI.R AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUA,_ THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET :SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL DEPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 4. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36, AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEEKS NOTES TO CONTRACTOR THE EXISTING 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 DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS_; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOUR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION T TIES 1 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO, 1000. 151 L. F. DESIGNED BY. - CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA 1'CHECKED STD. PLAN NO. 1006. 670 S.F. CONSTRUCT NEW 4,5" A,. PAVEMENT OVER 12" MIN, OF OVER 95 COMPACTED NATIVE MATERIAL. 17 C.Y. 4- CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD, PLAN NO, 10012. 452 S.F. 5 PROTECT IN PLACE UTILITY POLE. 1 EA, REMOVE EXISTING CONCRETE SIDEWALK CURB AND GUTTER. 36 L.F. OF CURB SAW UT AND REMOVE EXITINTA.C..PAVE PAVEMENT. 02 S.F. CONSTRUCT 4 DIA. PVC SCHEDULE 40 DRAIN PIPE PER CITY {}- FONTANA STD, PLAN 3002, 25 L.F. OF PIPE 0 LOS ANGELES ANAHEIM TWO WORKING GAY'S BEFORE yni I nIr. 7O,LL FREE 800-422-413,5 i�UBLIC SERVICE BY sJND SERVICE ALERT R {'V�`y Y Y T TO PALM SPRINGS SCALE " A N.T.S. ! 1 i UTIlLilly CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON COMP ' NY 300 N. PEPPER AVE. RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 TRANSMISSION: (909) 875-5100 PIPELINES: (909) 657-1233 DISTRIBUITION: (909) 357-6233 NMI SOUTHERN CALIFORNIA GAS CO. 1981 LUGOONIA AVENUE REDLANDS, CA 92374 ATT'N JOHN OATES EMERGENCIES: (800) 427-2200 �l FONTANA WATER COIF ,%DIY 8440 NUEVOO AVENUE FONTANA, CA 92335 ATTN: MICHAEL MIcGR/ V (909) 822-22011 FAX (909) 283-504( r CITY OF i SIERRA8353 AVENUE FONTANA,92335 ' 350-6632 1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE ONTARIO, CA 91766 ONTARIO, CA 91761 ATT'N STEVE HOCK ATT'N JACK HAYES (800 422-4133 (909) 390--4738 SHEE I INDEX. .STREET NAME SHT. DESCRTiPTION TITLE SHEET 1 VICINITY MAF, LOCATION MAP, AND H�_ET INDEX. LYTLE CREEK ROAD STATION 7+91.03 TO STATION 10+8,9.24 L_YTL_E CREED ROAD ECTI N (REFERENCE) E) BENCH MARK BM ID: 625 DATE: 0/08 LYTLE CREEK rJ CAKTER RR SPK. IN PP AT N/E CUR. ELEV. 1515.96 FT. 2' a Lo ry ui m 16.5' PARTWAY uj CL i LYTLE CREEK ROAD TYPICAL r N. T. 5, (?:4=65) 5' GRIND 0.10' MIN. MI EXIST. PAVEMENT AND- OVERLAY ND OVERLAY 0.10 MIN, t EXISTING PAVEMENT-"' NOT TO SCALE AND REMICIVE HAVILIVILINI �� . ! REMOVEIKE WHERE REDWOOD -HEADER PAVEMENTNEW e SHC`11I.O CONSTRUCTION OF THE REQUIRED IMPF J . EMENTS NOT COMMENCE WITHIN TO YEAR S OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN 3 TO BRING THEM INTO CONFORMANCE WITH STAN,)ARDS IN EFFECT. C CARTER AVENUE+ -LOCATION_A. N.T.S, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTOR 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. WHEN A TECHNICAL 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. . ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4, 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 AREA (909) 350-7610. 5, THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES , DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.N11 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, 8. 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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10, THE LOCATIONS OF THE 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 1-8001-227-26001 TWO WORKING DAY'S BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT `' TELEPHONE, , ` L` CTRIC CABLE TELEVISION LANDSCAPING, LANDSCAPE IRRIGATION, DOM LIMITED �I C1, GAS, TELEP O L, E E , � WATER RECLAIMED WATER SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY'S NOTICE PRIOR TO WORK AROUND C THEIR E FACILITIES, 12. THE CCONTRACTOR SHALL NOT OPERATE ANY FIDE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14, STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STADES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.N. ' "' 16. THE CONTRACTOR .HALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TES AND BENCHMARKS, 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 TES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENCE AND BUSINESS AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENCE AND EMERGENCY VEHICLES, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR, 21, 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 CURING CONSTRUCTION WITHOUT' PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRI,O,R APPROVAL OF THE CIT INSPECTOR, - 23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN ' THE REQUIRE- DENSITY Et UIRErvyDENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIEDDENSITY IS OBTAINED. � STREET 24, CARE SHALL BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING REE IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ER'ODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS, 26. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISI-ING CONCRETE, 27, THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28, NO C/ ONfCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE SEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENINEI.R AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUA,_ THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET :SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL DEPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 4. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36, AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEEKS NOTES TO CONTRACTOR THE EXISTING 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 DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS_; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOUR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4 STREET IMPROVEMENT PLAN TITLE SHEET- _ 20' GATE: 61 f L`TLE CREEK ROAD 3-25-1 { 5. DRAWING NO. ;rri ssssy:yt 0; �yY EE1 1.C. E. 51152 2 MSA. i O �N z � f . DESIGNED BY. - 1'CHECKED 9 :. CA90240 4 STREET IMPROVEMENT PLAN TITLE SHEET- _ 20' GATE: 61 f L`TLE CREEK ROAD 3-25-1 { 5. DRAWING NO. ;rri ssssy:yt 0; �yY EE1 1.C. E. 51152 2