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HomeMy WebLinkAbout4312-3SEWER GENERAL NOTES: STORM DRAIN GENERAL NOTES: I. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE WORKING OF FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 2. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS CITY ENGINEER MAY REQUIRE TEMPORARY NONRECOVERABLE SWALES ENTERING OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE OR LEAVING IMPROVEMENTS. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND THE POTENTIAL EXISTS FOR GROUND MOVEMENT. TO THE CITY ENGINEER FOR RESOLUTION. FINISH TO MATCH EXISTING CONCRETE. 3. THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY ENGINEER. APPROVAL OF THE CITY ENGINEER. OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTION 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY "UNDERGROUND SERVICE ALERT" AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, OF WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. AND ALL AFFECTED AGENCIES IMMEDIATELY. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF HAVE BEEN PLACED, INSPECTED AND APPROVED. TRAFFIC CONTROLS, LATEST NON METRIC EDITION UNLESS OTHERWISE DIRECTED 5. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER BY THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR PRIOR TO PAVING OF STREETS. SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN OPERATION AND WATER REQUIREMENTS. BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 6. STATIONINP REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH PRIOR TO PLACEMENT. OTHERWISE NOTED. WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 7. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, STATE DIVISION OF INDUSTRIAL SAFETY. TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL CITY ENGINEER. IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS MOVEMENT. OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. AND EMERGENCY VEHICLES. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 34. MINIMUM D -LOAD FOR ALL RCP ISI350. 9. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. FINISH TO MATCH EXISTING CONCRETE. Ii. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 10. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT CONTRACTOR TO DETERMINE, IN THE FIELD, YHE TRUE LOCATION AND MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. PRECAUTION. TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 800 227 2600 TWO WORKING DAYS BEFORE 11. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT EXCAVATION. SIGNING AND STRIPING GENERAL NOTES: OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY C700 FOR V.C.P. COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD 12. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD PLANS AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR AND SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED JULY 2002) f 70 WORK AROUND THEIR FACILITIES. THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 13. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT. FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. 13. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT MONUMENT TIES OR BENCH MARK WITHOUT PRIOR NOTIFICATION TO THE CITY 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. ENGINEER. STANDARD STENCIL. 14. ALL 6" COMMERCIAL LATERALS SHALL BE INSTALLED AT A 2% MINIMUM 14. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC GRADE UNLESS OTHERWISE APPROVED THE CITY ENGINEER. VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL PER SPECIAL PROVISIONS. COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND 15. TERMINATE ALL 6" COMMERCIAL SEWER LATERALS 0.5 FEET OUTSIDE WATER REQUIREMENTS. 4. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN THE LOT WITH A PLUG. ON THE PLANS. 15. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE 16. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE OTHERWISE NOTED. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST UNLESS CURB AT THE LOCATION OF THE SEWER LATERAL. OTHERWISE SHOWN ON PLANS, PER CITY STANDARD DETAIL N0. 139. 16. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO 17. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL BE RESPONSIBLE,FOR THE ,RESERVATION OF BENCHMARKS BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY TWO (2) WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES 19. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE PER CITY STANDARD DETAIL 1006. APPROVED PRIOR TO PAVING OF STREETS. CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT 9. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED BY 20, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES OF THE MONUMENT. METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 10, SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DE AILS 37B & 38 BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED FOR HIGHWAYS WITH RAISED MEDIANS, 21. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL VEHICLES. DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF IEUA WATER DISTRICT GENERAL NOTES: 22. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS SEE SHEET 246 OF 247 FOR NOTES TO THE CITY ENGINEER. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO 23. PRIOR TO AIR TESTING, SEWER MAIN SHALL BE BALLED AND FLUSHED. THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 24. CONTRACTOR SHALL PROVIDE CAMERA INSPECTION (VIDEO) OF 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE COMPLETED SYSTEM. CITY INSPECTOR .mmm emamm "" r Prepared Under The Supervision Of =D CITY OF FONTANA CALIFORNIA A Q IEUA REVISION 719109 f�`I t� © c� Q¢QF�S N SHOULD CONSTRUCTION OF THE REOU I RED I MPROVEMENTS NOT V° ��° '` F J U RU PA AVENUE STREET I M P ROVEM E NTS .. o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALq'� DRAY4N BY DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. ` C 57374 A MM GENERAL NOTES NO SCALE HDR ENGINEERING, INC. TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESMED Bh DAM BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS �` '`��C�Yf1L9 ���► JT 2 OF 2 i 2/5/2007 2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG 4c~ , ,l AND STANDARDS I N EFFECT. ? 4p e aF cP-f CHECKED BY: APPROVED BY: DRAW4NG NO.: 3 RIVERSIDE, CA 92501 TOLL FREME A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Date = 12/5/07 TK' (951) 320-7300 FA t CITY ENGINEER DATE: 43 f 2V471 \\ora-filsrvOl \ustnpro j\200093\003\project-drawings\general\200093aO4.dgn 12/4/2007 8: 28: 44 PM DFLTUSER