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Home My WebLink About4282-2GENERAL 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 FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY. 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 (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 THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIALS 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. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DETERMINE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND FACILITIES BY POTHOLING. CONTRACTOR SHALL NOTIFY THE CITY REGARDING THE LOCATION OF CONFLICTS PRIOR TO TRENCHING AND/OR 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 VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CITY TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA11ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. 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 CITY ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER, RETAINED BY THE CITY, 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. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE, THE CITY MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. SANITARY SEWERS LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. SHORT VCP STUBS (12" MAX LENGTH) WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 27. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 28. ALL 4" AND 6" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 29. TERMINATE ALL 4" AND 6" HOUSE SEWER LATERALS NEAR POINT OF CONNECTION FOR TESTING SEWERS. 30. THE SEWER CONTRACTOR SHALL CHISEL AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31. IF THE EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 32. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED BY THE CITY. GENERAL NOTES (CONTA, 33. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 34. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 35. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF . PAVING. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 37. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PROJECT SPECIFIC NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH FONTANA WATER COMPANY FOR THE ADJUSTMENT OF ALL WATER METERS, VALVE COVERS, AND FIRE HYDRANTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SOUTHERN CALIFORNIA EDISON FOR THE ADJUSTMENT OF EDISON VAULTS. 3. FOR ALL REMOVE AND REPLACE ITEMS, CONTRACTOR SHALL REUSE THE EXISTING ITEM WHENEVER POSSIBLE, IF THE EXISTING ITEM IS NOT USABLE, THE ITEM SHALL BE REPLACED IN-KIND. 4. CONTRACTOR SHALL LOCATE ON-SITE PRIVATE DISPOSAL SYSTEM CLEANOUT AND CONNECT PROPOSED SEWER LATERAL DOWNSTREAM OF EXISTING CLEANOUT. AFTER- CONNECTION IS MADE CONTRACTOR SHALL ABANDON EXISTING DISPOSAL SYSTEM. CONTRACTOR SHALL BE REQUIRED TO --REPLACE- ALL IMPROVEMENTS INCLUDING FENCES, WALLS, TREES, WALKWAYS, CURBS, -LANDSCAPING AND IRRIGATION THAT IS AFFECTED -BY CONSTRUCTION, IN-KIND TO LIKE CONDITION OR BETTER. 5. ALL TREES SHALL BE PROTECTED IN PLACE WHENEVER POSSIBLE, HOWEVER IF PRIVATE LATERAL IMPROVEMENTS REQUIRE THE REMOVAL OF A TREE, CONTRACTOR SHALL REPLACE SAME. -AS --.DIRECTED BY CITY. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT FORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE LIFNT- CITY OF FONTANA E JOB #: 101-18 9 No.69984 Exp.9-30-08 V1\' CALIF PROPOSED 8" VCP SEWER SEE SHEET 4. TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 ERING FAX (951) 680-0490 4 - tplulv-) RY W. RENNER R.C.E. No. 69984 EXPIRES: 9-30-08 PHASE I CONCRETE ® PHASE II CONCRETE -,-PROPOSED 4' MANHOLE PROPOSED 4' MANHOLE ob C PROPOSED CHANNEL EXISTING 24" CASING PROP. MANHOLE FOUNDATION 10" VCP SEWER - EXISTING 10" VCP SEWER STI /4 AND 24" STEEL CASING PER CITY OF FONTANA DWG. NO. 2031 NOTES: 1. CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 24" STEEL CASING AND 10" VCP SEWER PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL REMOVE CASING AS REQUIRED TO CONSTRUCT MANHOLE AND SAWCUT EXISTING 10" SEWER AT SPRING LINE OF PIPE AND AT PROPOSED INSIDE OF MANHOLE ALIGNMENT TO X THICKNESS OF PIPE. 3. CONTRACTOR SHALL PLACE MANHOLE FOUNDATION (PHASE I CONCRETE) PER CIIY:OF. FONTANA STD. PLAN NO. 2001, UNLESS SPECIFIED OTHERWISE. 4. AFTER SEWER IS TESTED, CONTRACTOR SHALL COMPLETE CONNECTION. CONTRACTOR SHALL REMOVE TOP X OF 10 VCP SEWER PIPE AND CONSTRUCT PHASE II CONCRETE. DETAIL'B': SCALE: 1"=2' PLAN/PROFILE SEWERIMPROVEMENT3 FOOTHILL BOULEVARD EAST AVENUE TO CHERRY AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY:' AND CARRIED FORTH IN A DILIGENT SWL MANNER, THE CITY ENGINEER MAY DESIGNED BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH CHECK® BY: CONDITIONS AND STANDARDS IN EFFECT. TMR CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS FOOTHILL BOULEVARD � sHoi►x � F 'A ENERAL NOTES DAM PHASE I I JUNE 2007 BY: DATE: DRAWING N0-- 2 G- 21.evi ,C.E. N;'.-51152 4282 g