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HomeMy WebLinkAbout3660-1I 7,7j;", ',� �u ao _ I INSTALL G.5it MIN AC OVER 12" CCMFACTED NATIVE (95%) (5CE GEN NOTE 3 1 *32) 1760 5F r wm - � "y 2 CONSTRUCT 8" FCC CURB AND GUTTER PER CITY 5TD 1003 235 LF _ .,__ °° f Iry 1 555 5F CONSTRUCT 51DE-WALK PER CITY 5TD. 101 5 Lf X00 LF REMOVE EXISTING AC BERM 35 "''T 5 5AWCUT EXI5TING AC PAVEMENT - - - REMOVE EXI5TING AC PAVEMENT 455 5F 7�j INSTALL MIN 0. 1' AC OVERLAY 8665 5F �8 PROTECT IN PLACE u es°aao i c 9 ADJUST TO GRADE 3 EA I 0 TO BE RELOCATED 2 EA E1 1 INSTALL 2' AC FEATHER 330 LF T17lnZ7 a� a� sv are.s .ir rr n-rnM I ? INSTALL CURB RAMP PER CITY 5TD. 1006 I EA. 13 RELOCATE EXIST, POWER POLE TO NEW LOCATION PER 5CE 5TD5. 2 EA. 1 4 INSTALL CATCH BASIN PER A.P.W.A. 5TD.300-2 WITH LOCAL DEPPIE55ION I EA. FER A.F.W.A. 5TD.3 13-1 TYPE -13' 15 CON5TRUCT 3.0' CONCRETE DRAINAGE BOX PER DETAIL, 5HEET 2 58 LF WATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE- FONTANA, VENUEFONTANA, CA 92334 (909) 822-2201 SEWAGE DI5PO5AL ON 51TE 5EFTIC ELECTRIC SOUTHERN CALIFORNIA ED15ON 287 TENNE55EE STREET P.EDLAND5, CA 92373 (909 307-6747 GA5 THE GAS COMPANY 1981 W. LUGONIA AVE. REDLAND5, CA 92374-9720 (909) 335-7847 TELEPHONE PACIFIC BELL TELEPHONE CO. ATTN: JOEL DINNAUER 3939 E. CORONADO ST, ANAHEIM, CA 92807 (71 4) GGG-5534 CABLE COMCAST CABLE 1205 DUPONT 5T. ONTARIO, CA 9 17G 1 (909) 390-3 1 1 1 m "ESTIMATE FOR BONDING PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. -PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. B- I BEING A C1115ELED ' gY ON THE TOP OF CURB AT RETURN, 35° EAST AND 64' 5OUTH OF INTERSECTION OF VALLEY BLVD. AND CITRUS AVE. ELEV. 1100. I G9 ?' FEATHER I I VALLEY" 13L -VC NT5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE- OBTAINED REOBTAINED 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 15 REQUIRED TO TAKE PRECAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND KE5PON5IBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH15 PROJECT, INCLUDING SAFETY OF ALL PER501\15 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 COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ORTHE ENGINEER. Edi E RAL N -EYEM 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 5PECIFICATION5 FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PKOVI510N5 IN THE "GREEN BOOK," THE CONTRACTOR 511ALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR KE50LUTION. 3. ALL MATERIAL5 AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CON5TKUCTION PERMIT5 SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIV15ION PRIOR TO THE 5TAKT OF ANY WORK. INSPECTION COORDINATION 511ALL BE KEQUE5TED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-76 I O. 5. THE CONTRACTOR 511ALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION LJNLE-55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. G. IT 511ALL BE THE RE5PON5113ILITY OF THE CONTRACTOR TO MAINTAIN 13ARRICADE5, DELINEATORS 0K OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIV15ION OF INDUSTRIAL SAFETY. 8. THE WALL5 AND FACES OF ALL EXCAVATION5 GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PUP15UANT TO THE REQUIREMENTS OF THE DIV15ION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET 511ALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL_ OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 013TAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT 511ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXI5TING UTILITIES, AND THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, OAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR 511ALL NOT OPERATE ANY FIRE 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 REFER5 TO THE FACE OF CURB. 14. STATIONING REFER5 TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL 5TAKE5 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. 16. THE CONTRACTOR SHALL 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 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 TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCE55 FOR LOCAL KE5IDENT5 AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 511ALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RE5IDENT5 AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OFEKATION5 SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILE -5 PER HOUR. 21 . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 511_T OR DEBRIS TO BE DEP051TF-D ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT FKIOK WRITTEN APPROVAL. 22. NO TKENCII BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SMALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE 51TE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIMES OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G, ALL EXP05ED CONCRETE 5URFACE5 SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27, THE SEWER CONTRACTOR SHALL STAMP AND "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FOKM5 AND REINFORCING STEEL HAVE BEEN PLACED, IN5PECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIE5 SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 5TKEETS. 30. APPROVED 501L 5TEKILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1. PAVEMENT 5TKUCTUKAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 5011-5 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32, ACTUAL THICKNE55 OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 5TKEET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA OF 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. 34, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR 511ALL RESTORE ALL. SIGNING, 5TKIPING, BARRICADE5, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35, CONTRACTOR 511ALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND 51DEWALKS AFFECTED BY THE CONSTRUCTION TO THE 5AT15FACTION OF THE CITY ENGINEER. 36. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, \110 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE BEARINGS SHOWN ON TH15 PLAN ARE BASED ON THE BEARING NORTH 00 1 P4 I " EAST FOR THE CENTERLINE OF ELM AVENUE A5 SHOWN ON TRACT NO.8417, IN THE CITY OF FONTANA, AS FILED IN B00K 138, PAGE 46 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. I I 7,7j;", ',� �u ao _ I INSTALL G.5it MIN AC OVER 12" CCMFACTED NATIVE (95%) (5CE GEN NOTE 3 1 *32) 1760 5F r wm - � "y 2 CONSTRUCT 8" FCC CURB AND GUTTER PER CITY 5TD 1003 235 LF _ .,__ °° f Iry 1 555 5F CONSTRUCT 51DE-WALK PER CITY 5TD. 101 5 Lf X00 LF REMOVE EXISTING AC BERM 35 "''T 5 5AWCUT EXI5TING AC PAVEMENT - - - REMOVE EXI5TING AC PAVEMENT 455 5F 7�j INSTALL MIN 0. 1' AC OVERLAY 8665 5F �8 PROTECT IN PLACE u es°aao i c 9 ADJUST TO GRADE 3 EA I 0 TO BE RELOCATED 2 EA E1 1 INSTALL 2' AC FEATHER 330 LF T17lnZ7 a� a� sv are.s .ir rr n-rnM I ? INSTALL CURB RAMP PER CITY 5TD. 1006 I EA. 13 RELOCATE EXIST, POWER POLE TO NEW LOCATION PER 5CE 5TD5. 2 EA. 1 4 INSTALL CATCH BASIN PER A.P.W.A. 5TD.300-2 WITH LOCAL DEPPIE55ION I EA. FER A.F.W.A. 5TD.3 13-1 TYPE -13' 15 CON5TRUCT 3.0' CONCRETE DRAINAGE BOX PER DETAIL, 5HEET 2 58 LF WATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE- FONTANA, VENUEFONTANA, CA 92334 (909) 822-2201 SEWAGE DI5PO5AL ON 51TE 5EFTIC ELECTRIC SOUTHERN CALIFORNIA ED15ON 287 TENNE55EE STREET P.EDLAND5, CA 92373 (909 307-6747 GA5 THE GAS COMPANY 1981 W. LUGONIA AVE. REDLAND5, CA 92374-9720 (909) 335-7847 TELEPHONE PACIFIC BELL TELEPHONE CO. ATTN: JOEL DINNAUER 3939 E. CORONADO ST, ANAHEIM, CA 92807 (71 4) GGG-5534 CABLE COMCAST CABLE 1205 DUPONT 5T. ONTARIO, CA 9 17G 1 (909) 390-3 1 1 1 m "ESTIMATE FOR BONDING PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. -PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. B- I BEING A C1115ELED ' gY ON THE TOP OF CURB AT RETURN, 35° EAST AND 64' 5OUTH OF INTERSECTION OF VALLEY BLVD. AND CITRUS AVE. ELEV. 1100. I G9 ?' FEATHER I I VALLEY" 13L -VC NT5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE- OBTAINED REOBTAINED 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 15 REQUIRED TO TAKE PRECAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND KE5PON5IBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH15 PROJECT, INCLUDING SAFETY OF ALL PER501\15 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 COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ORTHE ENGINEER. Edi E RAL N -EYEM 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 5PECIFICATION5 FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PKOVI510N5 IN THE "GREEN BOOK," THE CONTRACTOR 511ALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR KE50LUTION. 3. ALL MATERIAL5 AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CON5TKUCTION PERMIT5 SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIV15ION PRIOR TO THE 5TAKT OF ANY WORK. INSPECTION COORDINATION 511ALL BE KEQUE5TED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-76 I O. 5. THE CONTRACTOR 511ALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION LJNLE-55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. G. IT 511ALL BE THE RE5PON5113ILITY OF THE CONTRACTOR TO MAINTAIN 13ARRICADE5, DELINEATORS 0K OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIV15ION OF INDUSTRIAL SAFETY. 8. THE WALL5 AND FACES OF ALL EXCAVATION5 GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PUP15UANT TO THE REQUIREMENTS OF THE DIV15ION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET 511ALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL_ OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 013TAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT 511ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXI5TING UTILITIES, AND THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, OAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR 511ALL NOT OPERATE ANY FIRE 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 REFER5 TO THE FACE OF CURB. 14. STATIONING REFER5 TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL 5TAKE5 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. 16. THE CONTRACTOR SHALL 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 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 TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCE55 FOR LOCAL KE5IDENT5 AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 511ALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RE5IDENT5 AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OFEKATION5 SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILE -5 PER HOUR. 21 . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 511_T OR DEBRIS TO BE DEP051TF-D ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT FKIOK WRITTEN APPROVAL. 22. NO TKENCII BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SMALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE 51TE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIMES OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G, ALL EXP05ED CONCRETE 5URFACE5 SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27, THE SEWER CONTRACTOR SHALL STAMP AND "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FOKM5 AND REINFORCING STEEL HAVE BEEN PLACED, IN5PECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIE5 SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 5TKEETS. 30. APPROVED 501L 5TEKILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1. PAVEMENT 5TKUCTUKAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 5011-5 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32, ACTUAL THICKNE55 OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 5TKEET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA OF 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. 34, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR 511ALL RESTORE ALL. SIGNING, 5TKIPING, BARRICADE5, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35, CONTRACTOR 511ALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND 51DEWALKS AFFECTED BY THE CONSTRUCTION TO THE 5AT15FACTION OF THE CITY ENGINEER. 36. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, \110 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE BEARINGS SHOWN ON TH15 PLAN ARE BASED ON THE BEARING NORTH 00 1 P4 I " EAST FOR THE CENTERLINE OF ELM AVENUE A5 SHOWN ON TRACT NO.8417, IN THE CITY OF FONTANA, AS FILED IN B00K 138, PAGE 46 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY.