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Home My WebLink About5004-1GENERAL NOTES S7R[Fm[Fm7 IRRPROVEMEN7 PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE (909) 975-3439 APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL p ALMOND AVENUE UNDERGROUND CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. BE THE LATEST EDITION UNLESS OTHERWISE NOTED. TRANSMISSION 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO STREET IMPROVEMENT PLAN (213) 637-1233 - PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 1325 PICO ST #106 PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TYPICAL PAVEMENT JOIN DETAIL RESOLUTION. (909) 357-6505 - 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (951) 278-0400 PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. UNDERGROUND SERVICE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM (800) 422-4133 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 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 OBTAINEDNY GRIND 0.10' MIN. EXIST. PAVEMENT AND 5' 1' OVERLAY 010' MIN CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. UNAUTHORIZED CHANGES AND USES: 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE WASHOICT + M 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT IMSTAM 10 " AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE `ENGINEER OF RECORD, WHO SHALL 'PROVIDE RECORD DRAWINGS TO WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ALL TIMES. THE CITY ENGINEER. B°YLE ME7. 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. SLOY°` "�` AVE 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE PROJECT LOCATION 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 OTENTIAL 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., o� 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 S"T" ""A AVE UWA MA ""E PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING [SAYS 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. V/C/N/TY MAP 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. N.T.S. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. LEGEND FIRE HYDRANT SIGN = UTILITY BOX R/W = RIGHT OF WAY TC = TOP OF CURB FL = FLOW LINE FS = FINISH SURFACE FG = FINISH GRAGE ---------- = PROPERTY LINE ------------- = STREET CENTER LINE •---------a--- = EXISTING CURB = NEW CURB ONS EXISTING OVERHEAD LINE THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION SYMBOLS & ENGINEER'S ESTIMATES OF QUANTITIES 1�--PCC COMBINED CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1000 -----------------------------------420 LF CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD PLAN 3001, SIZE PER PLAN -------------------------3 EA 13. CURVE DATA REFERS TO THE FACE OF CURB. 0 SAWCUT TO FORM SMOOTH JOIN-------------------------------________________----------------------------------------------726 LF 4O REMOVE EXISTING AC PAVEMENT - --------------=----------1830 SF 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 5a ---CONSTRUCT FULL DEPTH AC PAVEMENT PER CITY OF FONTANA STANDARD (4.5" AC ON C/TY OF FONTANA UTILITY NOTIFICATION LIST 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO 95% COMPACTED NATIVE) -------------------------------------------------------------------------------------------------------------------- 4200 SF THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 6O --CONSTRUCT 4" THICK & 5' WIDE PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO. 1006 -=----------------2560 SF ,CITY OF FONTANA AT&T STAKING DURING CONSTRUCTION. 7a--�REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIAL DRIVEWAY PER CITY 8353 SIERRA AVE HUNT BRON REACT ST SUITE 203 OF FONTANA STD PLAN NO. 1002, WIDTH = 4'---------------------------------------------------------------`---------------- -----2178 SF FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO 8�--RELOCATE EXISTING BACKFLOW DEVICE (BFD) _____________________________________________________________ 1 EA THE CITY ENGINEER. (909) 350-6632 (714) 963-7964 -------------------- 9�-EXIST POWER POLE, PROTECT IN PLACE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL SO. CALIF. GAS COMPANY SPRINT 10 RELOCATE EXIST FIRE HYDRANT___________________________________________________________________________________________________ 1 EA BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT 1981 W. LUGONIA AVE 2592 DUPONT DR1D--RELOCATE EXIST WATER METER AND VALVES._________________________________________________________________________________ 1 EA OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO REDLANDS, CA 92374 IRVINE, CA 92612 Q2 -PARKWAY AREA 13 EMERGENCIES: (800) 427-2200 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. (909) 335-7967 ( EXISTING UTILITY PEDESTAL, PROTECT IN PLACE ,800) 659-9698 14 GRIND AND OVERLAY AC PAVING TO FORM SMOOTH JOIN PER DETAIL "A" ON SHEET 2 ------------------------1680 SF 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE TIME WARNER CABLE MAINTAINED AT ALL TIMES IN THE I CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR 300 N. PEPPER AVE ONTARIO, CA 91761 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT ALL TIMES. RIALTO CA 92376 FONTANA WATER COMPA MIN 8440 NUEVO AVE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF FONTANA CA 92335 THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. (909) 822-2201 MIN SAW T AND REMOVE EXIST. AVEMENT EXIST. EDGE OF PAVEMENT (909) 975-3439 APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL (909) 820-5598- UNDERGROUND CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. (909) 875-5100 - TRANSMISSION SUNESYS, LLC 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE (213) 637-1233 - PIPELINES 1325 PICO ST #106 PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TYPICAL PAVEMENT JOIN DETAIL PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. (909) 357-6505 - DISTRIBUTION CORONA, CA 92881 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE NO SCALE A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (951) 278-0400 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. UNDERGROUND SERVICE ALERT ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM (800) 422-4133 THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. - 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 OBTAINEDNY GRIND 0.10' MIN. EXIST. PAVEMENT AND 5' 1' OVERLAY 010' MIN FONTANA WATER COMPA MIN 8440 NUEVO AVE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF FONTANA CA 92335 THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. (909) 822-2201 MIN SAW T AND REMOVE EXIST. AVEMENT EXIST. EDGE OF PAVEMENT APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES 30. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. _ _ _ _ _ ` PR/NATE ENGINEER'S NOT/CE TO CONTRACTOR: 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. EXISTING PAVEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON WEST 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.IN BY A SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE NEW PAVEMENT pm ALMOND AVE T w z M � F- 91 g' 22' U 8' coQ 5.0' ------------------ EXIST AC 5 TYPICAL SECTION NO SCALE 22' m G 07 EAST RNV 12' I� 0.5' ASP NO. 12-008 THESE PLANS WERE OBTA ED APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TYPICAL PAVEMENT JOIN DETAIL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE NO SCALE A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 'DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM COMPLETION OF PAVING. THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. UNAUTHORIZED CHANGES AND USES: 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR SATISFACTION OF THE CITY ENGINEER. , UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE `ENGINEER OF RECORD, WHO SHALL 'PROVIDE RECORD DRAWINGS TO WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE CITY ENGINEER. T w z M � F- 91 g' 22' U 8' coQ 5.0' ------------------ EXIST AC 5 TYPICAL SECTION NO SCALE 22' m G 07 EAST RNV 12' I� 0.5' ASP NO. 12-008