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HomeMy WebLinkAbout5692-1GENERAL 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE, PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. 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 (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 THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 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 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 INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN 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 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. 11. 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 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 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 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 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 TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 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 IN 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. 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 CONSTRUCTION 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 THAT PORTION 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 INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 31 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. 32 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 33 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE AN SEWER LATERAL. 3 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 35 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 36 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CITY OF FONTANA JURUPA AVENUE AND LIVE OAK AVENUE r"ZI PROJECT SITE VICINITY MAP NOT TO SCALE SHOVER AVE LEGEND: CONSTRUCTION NOTES AND OUANTITIES O1 REMOVE EXISTING CURB AND GUTTER. O2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN N0. 1000. VARY CURB TO MATCH NEW CURB RAMP. OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN N0. 1000. OCONSTRUCT 4" PCC SIDEWALK OVER 12" MIN 959' COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN N0. 1006. OCONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN N0. 1003 OVER 12" MIN COMPACTED NATIVE. OCONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STANDARD PLAN N0. 401. O8 GRIND EXISTING PAVEMENT WITH 0.17' AC MIN PER DETAIL "A". O9 ADJUST EXISTING UTILITY TO GRADE, (BY OTHERS). 10 REMOVE EXISTING STREET LIGHT AND POST, (BY OTHERS). CONTRACTOR SHALL FURNISH, INSTALL, AND/OR REMOVE SCE FACILITIES PER THE SCE APPROVED PLAN No. 1029933_2.01. 12 RESTORE EXISTING LANDSCAPE AND MODIFY IRRIGATION AS NEEDED. 13 PROTECT IN PLACE. 14 OVERLAY EXISTING PAVEMENT WITH 0.17' AC MIN PER DETAIL "A". 15 REMOVE EXISTING SIDEWALK. 16 REMOVE EXISTING AC PAVEMENT. 17 REMOVE EXISTING RAMP. CONSTRUCT P.C.C. PAVEMENT F, CONSTRUCT A.C. PAVEMENT l/ GRIND AND OVERLAY 5 , EXISTING RIGHT-OF-WAY E EXISTING SIDEWALK" 5I REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CURB & GUTTER REMOVE CURB & GUTTERY £tiw PROPOSED CURB & GUTTER EXISTING ELECTRIC LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING OVERHEAD ELECTRIC EXISTING SEWER LINE .4 EXISTING STORM DRAIN LINE -------------- ,.. CONT. GENERAL NOTES: DATUM STATEMENT PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF VERTICAL CONTROL THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. "ELEVATIONS SHOWN HEREON ARE IN TERMS INDEX OF SHEETS' WITH THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET (NGVD29) BASED LOCALLY UPON THE SHEET 1 -TITLE SHEET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA - FOLLOWING BENCHMARK IN THE CITY OF FONTANA" SHEET 2 -STREET IMPROVEMENT PLAN FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. BENCHMARK NO. ELEVATION ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE CITY OF FONTANA BM#248 951.68 PAVING CONTRACTOR UPON COMPLETION OF PAVING. ! THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON I STRIPING, BARRICADES, UPONCOMPLETION CONSTRUCTION, CONTRACTORSATISFACTIONTRAFFICENGINEER. SHALL RESTORE , 2016 BY RMD SURVEYING CORPORATION, RIALTO, DRAWING NUMBER ANDOTHER TRAFFIC CONTROL DEVICES O EN. CALIFORNIA CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY 5692 -STREET IMPROVEMENT PLAN THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 5693 -TRAFFIC SIGNAL PLAN 5694 -SIGNING AND STRIPING PLAN AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. QTY 160 LF N/A 115 LF 10 LF 700 SF 2 EA 1, 500 SF 61 TON 2,650 SF 34 TON 9 EA 1 EA N/A 1 LS N/A 2,650 SF 34 TON 675 SF 1,100 SF 2 EA EX. TREES/LANDSCAPE EX. STREET LIGHT EX. SANITARY SEWER MANHOLE EX. ELECTRIC METER EX. IRRIGATION METER EX. TELEPHONE METER EX. WATER METER EX. GAS VALVE EX. WATER VALVE EX. FIRE HYDRANT EX. POWER POLE EX. STREET SIGN REMOVE TREES/LANDSCAPE REMOVE STREET LIGHT REMOVE POWER POLE REMOVE ELECTRIC METER REMOVE TELEPHONE METER REMOVE WATER METER REMOVE STREET SIGN PROPOSED SIGNAL POLE PROPOSED STREET SIGN PROP. CURB RAMP STANDARD PLAN 1003. UNDERGROUND SERVICE ALERT(USA)Prepared ITS THE LAW! q p DIAL BEFORE D YOU DIG! CALL AT LEAST a TWO WORKING DAYS Know whars below. YOU DIG Call before you dig. BEFORESTANDARDS - SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH I N A D I LI G ENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH IN EFFECT. ©FEssl °�R G GU-1F ��N �,� tic y c, �► No. 75793 �' .� W. 6/30/20 CIVIL '� s��T of ca��Fo K-OP 3190 C Shelby Street TTel:Ontario, California (909) 890 9693764 Fax: (909) 890-9694 Under The Supervision Of : t Date I/ ! CITY 0F FONTANA, CALIFORNIA TITLE SHEET DRAWN BY: DA JURUPA AVENUE AND IVE OAK AVE SCALE: Noted - DESIGNED BY: AO DATE: BENCH MARK: B.M. NO. 248 ELEVATION=951.68' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 248 BEING A RAIL ROAD SPIKE SET IN POWER POLE FOR #363E, 75FT WEST OF LIVE OAK AVE AND 35Fi NORTH OF CENTERLINE JURUPA AVE. CHECKED BY: MG AP OV BY: `�. �� . DATE:` lg DRAWING NO.: 5692 1 REV. _ MING GUAN. R.C.E. 75793 REVISION DESCRIPTION DATE ENGR. CITY DATE CITY EN EER R.C.E. 51152 2