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Home My WebLink About4407-2 GENERAL NOTES: GENERAL NOTES (CONT.): 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR BEEN PLACED, INSPECTED AND APPROVED BY THE CITY. PUBUC WORKS CONSTRUCTION 17GREEN BOOK" ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION U LESS OTHERWISE NOTED. 34. ALL UNDERGROUND UTIUTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 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 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFUCT TO THE CITY TO PLACEMENT. FOR RESOLUTION. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY. TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE CITY TRAFFIC ENGINEER. THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY UNITS. CALL (909) 350-7610. 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS, PROJECT SPECIFIC NOTES: LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH FONTANA WATER COMPANY DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. FOR THE ADJUSTMENT OF ALL WATER METERS, VALVE COVERS, AND FIRE HYDRANTS. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SOUTHERN CALIFORNIA FOR TRENCHES 5' FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION OF EDISON FOR THE ADJUSTMENT OF EDISON VAULTS. INDUSTRIAL SAFETY. 3. FOR ALL REMOVE AND REPLACE ITEMS, CONTRACTOR SHALL REUSE THE EXISTING ITEM 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL WHENEVER POSSIBLE, IF THE EXISTING ITEM IS NOT USABLE, THE ITEM SHALL BE REPLACED BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS IN-KIND. PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE 4. CONTRACTOR SHALL LOCATE ON-SITE PRIVATE DISPOSAL SYSTEM CLEANOUT AND CONNECT OFCALIFORNIA. TRENCHESLESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE PROPOSED SEWER LATERAL DOWNSTREAM OF EXISTING CLEANOUT. AFTER CONNECTION IS MADE POO TENTIAL EXISTSSFOR GROUND MOVEMENT. CONTRACTOR SHALL ABANDON EXISTING DISPOSAL SYSTEM. CONTRACTOR SHALL BE REQUIRED 9. NO MATERIALS OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT TO REPLACE ALL IMPROVEMENTS INCLUDING FENCES, WALLS, TREES, WALKWAYS, CURBS, OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. LANDSCAPING AND IRRIGATION THAT IS AFFECTED BY CONSTRUCTION, IN-KIND TO UKE CONDITION OR BETTER. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 5. ALL TREES SHALL BE PROTECTED IN PLACE WHENEVER POSSIBLE, HOWEVER IF PRIVATE DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIUTIES, LATERAL IMPROVEMENTS REQUIRE THE REMOVAL OF A TREE, CONTRACTOR SHALL REPLACESAME AS DIRECTED BY CITY. 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 FACIUTIES BY POTHOUNG. 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 S+), INCLUDING, BUT NOT UMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM �6, • iX PROPOSED 4' MANHOLE DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO ?� �R WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIUTIES. i( A _ PROPOSED 4' MANHOLE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE EXISTING 24" APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. VCP SEWER �� • C« 24" r " 13. STATIONING REFERS TO THE CENTERUNE OF SEWER EXCEPT WHERE OTHERWISE NOTED. !� �� `I's'fitio-Ales„ � v - - - •. PROP. MANHOLE 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CITY TO ENABLE --4--- - •�FOUNDATION 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. F� / �LDW J•J ' �� ' - 15. THE CONTRACTOR SHALL NbT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES ANtip. ��•1;1 ' . .OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. - - - ...�.� , • • T.16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY �,�� `� •, _ :•Q •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 {\ z A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY SHELF , PROPOSED CHANNEL EXISTING 24" VCP SEWER THE CITY ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE I �j ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I .> 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT 3 I �4 ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE PROPOSED 8" c PHASE I CONCRETE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. a I A VCP SEWER OM PHASE II CONCRETE 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST SEE SHEET 9. CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. - 1--"• 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS NOTES: I C I EXISTING 8" VCP SEWER AND PROPOSED 4' MANHOLE TO BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY `S'� ��' `� 15" STEEL CASING PER CITY ."r , DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 1. CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 24" VCP SEWER PRIOR TO +y '9 `�s I I OF FONTANA DWG. NO. 3101 4 BEGINNING CONSTRUCTION. 7 i 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 4?�0,X �G INSPECTOR. 2. CONTRACTOR SHALL REMOVE CASING AS REQUIRED TO CONSTRUCT MANHOLE AND >9 PROPOSED 4' MANHOLE " SAWCUT EXISTING 24" SEWER AT SPRING UNE OF PIPE AND AT PROPOSED INSIDE OF400 • ' -° PROP. MANHOLE FOUNDATION o 6" 8 6" 21. A GEOTECHNICAL ENGINEER, RETAINED BY THE CITY, SHALL CERTIFY ALL BACKFILL COMPACTION. MANHOLE AUGNMENT TO )4 THICKNESS OF PIPE. , �A. ,� ri r FFAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION A ' asOF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 3. CONTRACTOR SHALL PLACE MANHOLE FOUNDATION (PHASE I CONCRETE) PER CITY OF I 1'` AFONTANA STD. PLAN NO. 2001, UNLESS SPECIFIED OTHERWISE. 0 .ler 6' �� ° • 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM 4 (\1 OF THE SITE, THE CITY MAY 4. AFTER SEWER IS TESTED, CONTRACTOR SHALL COMPLETE CONNECTION. CONTRACTOR 4 j - ( ° •1 ... UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION � j `'� REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. SHALL REMOVE TOP 34 OF 24" VCP SEWER PIPE AND CONSTRUCT PHASE II CONCRETE. °:�r�' t ---- A Fl OW : ' �,� .• 6)7 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO • MATCH EXISTING CONCRETE. DETAIL 'D': •• °. : i sy '. ' :• z c<•. - -... - " EXISTING 8" VCP SEWER PROPOSED CHANNEL 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE SCALE: 1"=2' / PROPOSED 8A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE A I VCP SEWER N EXISTING 15" CASING DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. - SEE SHEET 10. 25. SANITARY SEWERS LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL \.\ ~I I PHASE I CONCRETE TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE >5, <1-1. 4_, SECTION A PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. �� 1 o I m PHASE II CONCRETE 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. . NOTES: 27. SHORT VCP STUBS (12" MAX LENGTH) WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN AUGNMENT. 1. CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 15" STEEL CASING AND 8" VCP SEWER PRIOR TO BEGINNING CONSTRUCTION. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIUTIES, AND 2. CONTRACTOR SHALL REMOVE CASING AS REQUIRED TO CONSTRUCT MANHOLE AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN SAWCUT EXISTING 8" SEWER AT SPRING UNE OF PIPE AND AT PROPOSED INSIDE OF ON THE PLANS. MANHOLE ALIGNMENT TO 34 THICKNESS OF PIPE. 29. ALL 4" AND 6" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS 3. CONTRACTOR SHALL PLACE MANHOLE FOUNDATION (PHASE I CONCRETE) PER CITY OF OTHERWISE APPROVED BY THE CITY ENGINEER. FONTANA STD. PLAN NO. 2001, UNLESS SPECIFIED OTHERWISE. 30. TERMINATE ALL 4" AND 6" HOUSE SEWER LATERALS NEAR POINT OF CONNECTION FOR 4. AFTER SEWER IS TESTED, CONTRACTOR SHALL COMPLETE CONNECTION. CONTRACTOR TESTING SEWERS. SHALL REMOVE TOP 34 OF 8" VCP SEWER PIPE AND CONSTRUCT PHASE II CONCRETE. 31. THE SEWER CONTRACTOR SHALL CHISEL AN "S" IN THE FACE OF THE CURB AT THE DETAIL 'E': LOCATION OF THE SEWER LATERAL 32. IF THE EXISTING UTIUTIES OR ANY OTHER FACIUTIES CONFUCT WITH THE PROPOSED SCALE: 1"=2' IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. Underground Service Alert no TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT . i 1,K ITE p1 AREQUIRED IMPROVEMENTS NOTCSE REQUIRES A DtG ALERT IDENTIFlCAT1oN y �►. R 4446 CENTRAL AVENUE f `/�N/PROFILE COMMENCE WITHIN TWO YEARS OF THESEWER IMPROVEMENT PLANS • , Q- by RIVERSIDE, CA 92506 DATE OF APPROVAL SHOWN HEREON DRAM BT: SCALE ,/ NUMBER BE ISSUED BEFORE A PERMIT TO (951) 680-0440 SEINER IMPROVEMENTS AND CARRIED FORTH IN A DILIGENT 311E FOOTHILL BOULEVARD AS SHOWN EXCAVATE WILLBE VALID �•a + , ERING FAX (951) 680-0490 1 MANNER, THE CITY ENGINEER MAYp� By: GENERA NOTES DAIS: ,,,�_____}ip FOR YOUR DIG ALERT I.D. NUMBER CALL c 3 O8 `� FOOTH�LL BOULEVARD REQUIRE REVISIONS TO THE PLANS TO P E II APR. 2008 UNDERGROUND SERVICE ALERT ,� `' • --� Lk 29 Q CHERRY AVENUE TO HEMLOCK AVENUE BRING THEM INTO CONFORMANCE WITH q� CALF giECKED BY BY: ] DAIS DRAWNG NO.: TOLL FREE 1-800-227-2600 : R-Y M. RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS :IN EFFECT. `l ..�' p1?j 2 TWO WORKING DAYS BEFORE YOU DIG REv. REVISION DESCRIPTION DATE ENGR. 01Y DATE EXPIRES:9-30-08 MPT CITY ENGINEER R.c.E`iio. 3i�s2 7 6 CI FY OF FON IAN A TKE JOB I: 101-18 L _