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Home My WebLink About4281-2GENERAL 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 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. 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 START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, 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 OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFTY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT 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. LOCATIONS OF PUBLIC 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 IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFOR EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO: GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY 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 VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERUNE 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 CONTRUCTION 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 THIS CONTRUCTION 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 NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURNING 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 REQURE 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. 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 STANDARDS DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TKE JOB i 101-16 .av 13, -o_ ,:k._ REV. I REVISION DESCRIPTION GENERAL NOTES (CONTA 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U11UTES 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. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTED TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 33. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 34. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 35. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. STORM DRAIN IMPROVEMENT GENERAL NOTES: 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2. 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 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. 3. 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. 4. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTION TO THE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION. 6. IF EXISTING UTIU11ES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 7. MINIMUM D -LOAD FOR ALL RCP IS 1350. 8. THE MINIMUM CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PIPE INSIDE SURFACE FOR TRANSVERSE STEEL SHALL BE 1-1/4". ASSUME 1-1/2" TO CENTER OF BAR WHEN CALCULATING EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN 20 TO 30 FT/SEC THE CONCRETE COVER ON THE INSIDE FACE OF THE OF THE PIPE SHALL BE INCREASED 1/2*. WHERE VELOCITIES EXCEED 30 FT/SEC, THE CLEARANCE ON THE INSIDE FACE SHALL BE INCREASED 1". DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=4,000 PSI FOR VELOCITIES EXCEEDING 20 FT/SEC. LEGEND _ OF SYMBOLS AND ABBREVIATIONS: LOCATION OF INTERFERENCE WITH TYPE OF U11UTY INDICATED BY: W -WATER; G -GAS; T -TELEPHONE; SD -STORM DRAIN; S -SEWER; E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION U -UNKNOWN UTILITY). ASPHALT CONCRETE REMOVAL ® UNDERLYING PCC CONCRETE REMOVAL ® PROPOSED VAIRABLE THICKNESS GRIND ® PROPOSED ASPHALT CONCRETE PROPOSED ASPHALT CONCRETE OVERLAY 01 DATE I ENGR. I CITY I DATE Qy M RFti i� N0.69984 Exp.9-30-08 C / V I\.. 11 AB EXISTING FIRE HYDRANT � EXISTING WATER VALVE BC BEGINNING - OF CURVE BCR -OPP EXISTING POWER POLE MB 0 EXISTING MAILBOX WM D EXISTING WATER METER � EXISTING EDGE OF PAVEMENT FIRE' HYDRANT EXISTING TREE O EXISTING SHRUB ^--0 EXISTING STREET LIGHT OM EXISTING MANHOLE MANHOLE EXISTING SURVEY CONTROL R/W EXISTING RIGHT-OF-WAY SLOPE PROPOSED SEWER O PROPOSED MANHOLE WM PROPOSED LATERAL UTILITY INTERFERENCE ^FLAG (APPROXIMATE LOCATION OF INTERFERENCE WITH TYPE OF U11UTY INDICATED BY: W -WATER; G -GAS; T -TELEPHONE; SD -STORM DRAIN; S -SEWER; E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION U -UNKNOWN UTILITY). ASPHALT CONCRETE REMOVAL ® UNDERLYING PCC CONCRETE REMOVAL ® PROPOSED VAIRABLE THICKNESS GRIND ® PROPOSED ASPHALT CONCRETE PROPOSED ASPHALT CONCRETE OVERLAY 01 DATE I ENGR. I CITY I DATE Qy M RFti i� N0.69984 Exp.9-30-08 C / V I\.. 11 AB ABANDON AC ASPHALT CONCRETE AP ANGLE POINT BC BEGINNING - OF CURVE BCR BEGIN CURB RETURN CL CENTERUNE CF CURB FACE EC END OF CURVE ECR END= CURB RETURN EL ELEVATION FH FIRE' HYDRANT FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK INV INVERT LF LINEAR FEET MH MANHOLE PCC PORTLAND CEMENT CONCRETE PRC POINT OF REVERSE CURVE S SLOPE STA STATION TC TOP OF CURB WM WATER METER TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 ING FAX (951) 680-0490 Y M: RENNER .C.E. N EPIRES: 9-30-08 69984 .07,3--o ^I 11MM A LIM r%l Vr rro STREET IMPROVEMENTS FOOTHILL BOULEVARD EAST AVENUE TO CHERRY AVENUE 0 0 0 0 U) Z if w ojECL xZZ o 3z ��O aFCn 3o< D DRIVEWAY DETAIL SCALE: N.T.S. STREET IMPROVEMENT CONSTRUCTION NOTES: O4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001. REVISED PER DRIVEWAY DETAIL, HEREON, UNLESS NOTED OTHERWISE. 15 CONSTRUCT 4" ASPHALT CONCRETE DRIVEWAY APPROACH OVER 9576 COMPACTED NATIVE. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO . CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. t7RD R�►INING- 'D-S- CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS °RAWN E ff.. �, FOOTHILL BOULEVARD AS SIRoWN GENERAL NOTES AND LEGEND imm. TMR rux8 zoov CHEM BY: BAF DATE: oRAMG N0.: 2 T� OL1/0-7 4281 27 CtTY ENGINEER R.C.E. No. 51152