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HomeMy WebLinkAbout4835-2S TREE T GENER 4 L NOTES I. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS ANO THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKS ALL REFERENCE SPECIRCA77ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE N070. 2. WHEN A 7FCHN/CAL CONFLICT /S FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE '"GREEN BOOK; THE CONTRACTOR SHALL IMMED/A7FL Y REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY SERVICES, ENGINEER/NG DEPARTMENT PR/OR THE START OF ANY WORK. INSPEC77ON COORDIN477ON SHALL BE REQUESTED AT LEAST 7WO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PURL/C RIGHT-OF-WAY WITHIN THE C17Y LIM/TS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CON7ROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORN14 MANUAL OF TRAFFIC CONTROLS, LATEST MON-METRIC ED/17ON UNLESS 0771ERWISE DIRECTED BY THE CITY TRAFF/C ENG/NEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN B4RR/CADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 77MES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 7RENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORIV14 STATE DIWS/ON OF /NDUS7R4L SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREA7FR THAN FNE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE D/ VISION OF INDUSTRIAL SAFETY OF THE STA7F OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07FNTIAL EX67S FOR GROUND MOVEMENT. 9. NO MA7FR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 ELEVA77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 7W0 WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORD/NA7F CONSTRUCTION WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL U77LITY COMPANIES INCLUDING, BUT NOT UM/7FD TO, GAS, 7FLEPHONE, ELEC7R/C, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRR/GAT/ON, DOUES77C WAIFR, SEWER, STORM DRA/N. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRI47F AGENCY AU7HOR/ZA770N. CONTRACTOR SHALL COORD/NA7F WITH THE APPROPRIATE WA7FR COMPANY FOR VALVE OPERATION AND WATER REQU/REMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STA770NING REFERS TO THE CENTERLINE OF S7REET,5 EXCEPT WHERE OTHERWISE N07ED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADESS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL STAKING DURING CONS7RUC770N. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CON7ROL, INCLUDING SURVEY MONUMENTS; MONUMENTS; MONUMENT 77ES ANO BENCH MARKS, SHALL BE DONE BY A REG/S7FRED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS COIVSIRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA7FR REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME /N THE C0N57RUC770N AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEOUA7F W47FR/NG, AT ALL TIME. CONSTRUCTIONNOTES 0 CONSTRUCT 4 1/2" AC OVER 12" 95X COMPACTED /VOTIVE (12" MINIMUM) 20 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA S7D. PLAN. NO. 1000 ® CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA SIT. PLAN N0. 1006 (W-59 © CONSTRUCT .20' AC OVERLAY ON EXISTING STREET SURFACE. (AVERAGE THICKNESS) ©9 CONSTRUCT HEADWALL PER SAN BERNADINO COUNTY STANDARD 209A, SEE HEREON 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 DURING CONS7RUCR70N WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THE THAT POR77ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE 7EMPORARY NON-EROOEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 25. THE FINAL LOCA77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LA7FR. (N/A) 28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77L I77ES SHALL BE INSTALLED, 7FS7FD AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL S7FRILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (N/A) 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MA7FR/AL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GE07FCHNICAL REPORT AND SUBMITTED TO THE C17Y OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRAD/NG. (N/A)) 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 SHALL RESTORE ALL SIGN/NG, S7R/P/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOC47F AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFEC7E0 BY THE CONS7RUCTTON TO THE S477SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENGINEER. HEADWALL DETAIL NTS EXIST/NG W'LY R/W 10' ExrsnNc J SIDEWALK S TORM DR 4 IN GENER 4 L NOTES 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, 7HE CONTRACT PROVISIONS AND THE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCTION ('"GREEN BOOKS ALL REFERENCE SPECIRCA77ONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS OTHERWISE NOTED. 2. WHEN A 7FCHN/CAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 771E C17Y ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY SERVICES DEPARTMENT, ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK. INSPEC77ON COORDINA77ON SHALL BE REOUES7E0 AT LEAST 7WO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 7R4FF/C ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF /NDU57R/AL SAFETY 9. THE WALLS AND FACES OF ALL EXCAVA77ONS GREA7FR THAN FIVE (5) FEET /N 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 STA 7F OF CALIFORNIA. 7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07FNTAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N 771E PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPAR47E PERMIT FOR THAT PURPOSE. 11. 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 LOCA 77ON 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 7WO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 7FLEPHONE, ELE07R/C, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOUES77C W47FR, SEWER, STORM DRAIN. ALL U77LITY COMPANIES SHALL BE GIVEN 7WO WORKING DAYS N077CE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZ4770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE W/47ER COMPANY FOR VALVE OPERA77ON AND WA7FR REQUIREMENTS 14. STA770NING REFERS TO THE CEN7FRLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE N070. 15. ADEQUATE CONS7RUCRON CONTROL STAKES 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 PRESERVA77ON OF BENCHMARKS AND 00N57RUCRON CON7ROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR N077RCA77ON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCON7ROL, INCLUDING SURVEY MONUMENTS; MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REG67FRED 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 CONSTRUC77ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA7FR REPLACEMENT OF THE MONUMENT. 75' CONSTRUC77ON 42' CIL 32' r,vle%T/A/r+ /"%/ /00 33' 22' EXISTING CURB OL EA NDER A VENUE QTS STA. 107*14.J8 -STA. 119171.25 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C17Y INSPECTORR, 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT POR17ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS: UPON INSPEC17ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS: 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCA17ON OF CONNECTIONSS, CITY APPROVAL OF CONNEC17ONS TO EXIS17NG FACIL117ES DOES NOT IMPL Y CORRECTNESS OF ELEVA77ONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UT/LIT7ES OR ANY OTHER FACILII7ES CONFLICT WITH THE PROPOSED IMPROVEMENTS; THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES /MATED/ATFL Y. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTIL/7ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COUPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TR4FFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C17Y ENGINEER. PROPOSED E'LY R/W 11' (*) EXISTING AC SEC77ON TO BE REMOVED, NOT SHOWN FOR CLARITY. SEE PLAN VIEW FOR UM/TSS, 11' PROPOSED ELY R/W ExisnNc SIDEWALK PROPOSED E'LY R/W 0.5' RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED 8Y OTHERS. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 12' 5' 66' CONSTRUCTION 33' CIL 33' 22' 1 22' EXISTING CURB & GUF7ER� OL EA NDER A VENUE NTS STA. 100100.00 -STA. 105+22.84 67' CONSTRUCTION 34' CIL 22' 33' 22' EXIST/NG CURB & GUTTER----., OL EA NDER A VENUE NTS STA. 121129.23 -STA. 125167.17 11' 11' EXISTING W'L Y R/W EXIST/NG SIDEWALK PROPOSED W'LY R/W ExisnNc SIDEWALK S,\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 2,dwg Jan 18, 11 - 3s18pM rt DIMENSONS bmK L W Ze . � - • rww._.a ' ~4-r �';..^.- n=or 4-0 . A le I$,. PLAN z a ELE�l�1'Ti�N Notes: r. MOWOWNO S7W.L 0 WM-L9 MO SAM mal 1 w reC - SAME As SM UM on. �. gyro M Mi" BE TM MME AS 970. am goes Sao= A -I% um pro as. At A. Mckfts 10 -TYPE �OWitTY FJiG HEADWALL DETAIL NTS EXIST/NG W'LY R/W 10' ExrsnNc J SIDEWALK S TORM DR 4 IN GENER 4 L NOTES 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, 7HE CONTRACT PROVISIONS AND THE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCTION ('"GREEN BOOKS ALL REFERENCE SPECIRCA77ONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS OTHERWISE NOTED. 2. WHEN A 7FCHN/CAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 771E C17Y ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY SERVICES DEPARTMENT, ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK. INSPEC77ON COORDINA77ON SHALL BE REOUES7E0 AT LEAST 7WO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 7R4FF/C ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF /NDU57R/AL SAFETY 9. THE WALLS AND FACES OF ALL EXCAVA77ONS GREA7FR THAN FIVE (5) FEET /N 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 STA 7F OF CALIFORNIA. 7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07FNTAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N 771E PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPAR47E PERMIT FOR THAT PURPOSE. 11. 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 LOCA 77ON 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 7WO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 7FLEPHONE, ELE07R/C, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOUES77C W47FR, SEWER, STORM DRAIN. ALL U77LITY COMPANIES SHALL BE GIVEN 7WO WORKING DAYS N077CE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZ4770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE W/47ER COMPANY FOR VALVE OPERA77ON AND WA7FR REQUIREMENTS 14. STA770NING REFERS TO THE CEN7FRLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE N070. 15. ADEQUATE CONS7RUCRON CONTROL STAKES 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 PRESERVA77ON OF BENCHMARKS AND 00N57RUCRON CON7ROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR N077RCA77ON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCON7ROL, INCLUDING SURVEY MONUMENTS; MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REG67FRED 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 CONSTRUC77ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA7FR REPLACEMENT OF THE MONUMENT. 75' CONSTRUC77ON 42' CIL 32' r,vle%T/A/r+ /"%/ /00 33' 22' EXISTING CURB OL EA NDER A VENUE QTS STA. 107*14.J8 -STA. 119171.25 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C17Y INSPECTORR, 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT POR17ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS: UPON INSPEC17ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS: 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCA17ON OF CONNECTIONSS, CITY APPROVAL OF CONNEC17ONS TO EXIS17NG FACIL117ES DOES NOT IMPL Y CORRECTNESS OF ELEVA77ONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UT/LIT7ES OR ANY OTHER FACILII7ES CONFLICT WITH THE PROPOSED IMPROVEMENTS; THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES /MATED/ATFL Y. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTIL/7ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COUPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TR4FFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C17Y ENGINEER. PROPOSED E'LY R/W 11' (*) EXISTING AC SEC77ON TO BE REMOVED, NOT SHOWN FOR CLARITY. SEE PLAN VIEW FOR UM/TSS, 11' PROPOSED ELY R/W ExisnNc SIDEWALK PROPOSED E'LY R/W 0.5' RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED 8Y OTHERS. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 12' 5' 66' CONSTRUCTION 33' CIL 33' 22' 1 22' EXISTING CURB & GUF7ER� OL EA NDER A VENUE NTS STA. 100100.00 -STA. 105+22.84 67' CONSTRUCTION 34' CIL 22' 33' 22' EXIST/NG CURB & GUTTER----., OL EA NDER A VENUE NTS STA. 121129.23 -STA. 125167.17 11' 11' EXISTING W'L Y R/W EXIST/NG SIDEWALK PROPOSED W'LY R/W ExisnNc SIDEWALK S,\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 2,dwg Jan 18, 11 - 3s18pM