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Home My WebLink About4049-1SEWER 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. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCES 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 THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK 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 PEI.FORM 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 FIVE (5) FEET IN DEPTH SHALL 6E GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSU.�NT 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. 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. 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 ST 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTA71CATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING MONUMENTS, MONUME14T TIES AND BENCHMARKS, 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. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS 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 SHALL CERTIFY ALL b aCKFILL 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 SIRE, THE CITY ENGINEER 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. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT, 25. SANITARY SEWER 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. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTION TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS, 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE, WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "8" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STREILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVES AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION FO THE CITY TRAFFIC ENGINEER, 38, AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SEWER PLANS IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, X O I I wOf J I I • /=pool SHEE I' I SAN JACINTI _ 8" SWR L- I � � P. - PR - ROW 13+PVE. , Li w G��RUS C�D 00 • w A f I I� f \ Ix O LJ �� . I I I I TRACT BOUNDRY 'U I I I I I I I I A i BENCH MARK BASIS OF BEARING CITY OF FONTANA BM#407 THE CENTERLINE OF CITRUS AVE. BEING,: N PK NAIL IN WEST END OF SOUTHWEST CURB 00'04'00" E AS SHOWN ON TRACT 8305 RETURN CYPRESS AND MILLER.SEPTEMBER RECORDED IN MAP BOOK 111, PAGES 13- 1967 AND 14, SAN BERNARDINO COUNTY ELEVATION: 1356.59 RECORDS. Underground Service Alert Call: TOLL FREE 1-800-227-2600 DIAL BEFORE (III YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 RECORD DRAWING /\ 61&u. 3 ;400%ma-sA- 66 -we REV. I REVISION DESCRIPTION STATE OF CALIFORNIA TRACT NO. 17108, LOTS 1 THRU 14 NOTE: NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE MADE TO SEWER SHOWN ON THESE DRAWINGS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE SANITATION DISTRICTS FOR SAID CONNECTION. 7/1/09 *~P 124 1 orl 4>y%L DATE I ENGR, &TAM 11[LI U 6" MIN, 10" MAX. 6" MAX. SIZ NATIVE SOIL COMPACTED SHOULD THE 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 !N EFFECT. TRACT BOUNDRY TRACLBOUNDRY 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN, 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% ICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP N.T.S. STA ,1 �-r � ..•-- SAN JACINTO AVE. TABLE: 200-1.2 CONSTRUCTION NOTES SIEVE SIZE �0 INSTALL 8" EXTRA STRENGTH VCP SEWER MAINLINE 548 LF 21 CONSTRUCT 48" MH PER CITY OF FONTANA STD. DETAIL 112 3 EA 100 INSTALL 4" SEWER LATERAL PER A,P.W.A. STD. PLAN 222-1, TYPE A, 1•j EA ` • LAND PLANN/NG INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. DETAIL 125 17 EA , ® SAW CUT/TRENCH & REPAIR PAVEMENT PER CITY OF FONTANA STD NO. 1031 51 SF NOTE: NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE MADE TO SEWER SHOWN ON THESE DRAWINGS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE SANITATION DISTRICTS FOR SAID CONNECTION. 7/1/09 *~P 124 1 orl 4>y%L DATE I ENGR, &TAM 11[LI U 6" MIN, 10" MAX. 6" MAX. SIZ NATIVE SOIL COMPACTED SHOULD THE 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 !N EFFECT. TRACT BOUNDRY TRACLBOUNDRY 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN, 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% ICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP N.T.S. STA ,1 �-r � ..•-- SAN JACINTO AVE. TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" - 3 4" 100 1/2" 90-100 ` • LAND PLANN/NG 20-60 N0, 4 -1 NO. 5 0-5 ASTM C 131 TEST GRADING B LEGEND z D m U Q F- F- II EXISTING STREET LIGHT O INDICATES FUTURE 16000 LUMEN HPSV STREET LIGHT (150 WATT; #15) 30 FT LUMINAIRE HEIGHT PER THE APPROVED STREET LIGHT PLAN O WNERADE VEL OPER WALTON CONSTRUCTION SERVICES 2001 FINANCIAL WAY SUITE 201 GLENDORA, CA 91741 CONTACT.- SCOTT HUGHES TEL; (626) 852-7616 INDEX SHEET 1 -- TITLE SHEET SHEET 2 -- SAN JACINTO AVENUE UTILITY COMPANIES SEWER CITY OF FONTANA 909-350-6632 RUBISH - BURRTEC WASTE 909-322-9739 FONTANA WATER - 909-822-2201 SO. CAL EDISON - 1-800-655-4555 THE GAS COMPANY - 1-800-427-2200 PAC BELL - SBC - 909-811-2211 ADELPHIA - 800-538-4770 INDEX OF SHEETS SHEET No.(s) 1 2 3 DESCRIPTION TITLE SHEET SAN JACINTO AVENUE DETAILS VICINITY MAP N,T,S, EXISTING GUY WIRE SUPERVISION OF: E - EXISTING POWER POLE CITY WATER VALVE QRpt ESS/0 1011 ` • LAND PLANN/NG EXISTING SANITARY SEWER MH OS FIRE HYDRANT ENG/NEER/NG C� WATER METER . i SEWER PLAN S EXISTING FENCE GPS&ROBOT/CSURVEY/NG RECORD DRA2W1NG� ,, r, NO, 57580 G CRX3-D LASER SCN/NGROU BLOCK WALL 17108 �} EXP. 12-31-2007 FLOWLINE DRAWN BY: LHT - EXISTING CONTOUR LINE DESIGN BY: KM IS, 2001 2001 E. FINANCIAL WAY STE. 104, GLENDOFtA, CA 91741 EXISTING INDEX CONTOUR LINE TITLE SHEET - PHONE: (626) 914-5788 F CENTERLINE --------- BOUNDARY LINE / ROW --- -- -- --- ® INDICATES FUTURE 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT LUMINAIRE HEIGHT 7 Oo PER THE APPROVED STREET LIGHT PLAN WMRJ z D m U Q F- F- II EXISTING STREET LIGHT O INDICATES FUTURE 16000 LUMEN HPSV STREET LIGHT (150 WATT; #15) 30 FT LUMINAIRE HEIGHT PER THE APPROVED STREET LIGHT PLAN O WNERADE VEL OPER WALTON CONSTRUCTION SERVICES 2001 FINANCIAL WAY SUITE 201 GLENDORA, CA 91741 CONTACT.- SCOTT HUGHES TEL; (626) 852-7616 INDEX SHEET 1 -- TITLE SHEET SHEET 2 -- SAN JACINTO AVENUE UTILITY COMPANIES SEWER CITY OF FONTANA 909-350-6632 RUBISH - BURRTEC WASTE 909-322-9739 FONTANA WATER - 909-822-2201 SO. CAL EDISON - 1-800-655-4555 THE GAS COMPANY - 1-800-427-2200 PAC BELL - SBC - 909-811-2211 ADELPHIA - 800-538-4770 INDEX OF SHEETS SHEET No.(s) 1 2 3 DESCRIPTION TITLE SHEET SAN JACINTO AVENUE DETAILS VICINITY MAP N,T,S, SCALE: 1 "= 40" DATE: 11 APR 06 DRAWING. NO. 1 4049 J PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA QRpt ESS/0 w MARSHAL'L'C/V/L ` • LAND PLANN/NG RA ENG/NEER/NG 0yGEOMA/C ENGINEERINGENGINEERING . i SEWER PLAN S GPS&ROBOT/CSURVEY/NG RECORD DRA2W1NG� ,, r, NO, 57580 G CRX3-D LASER SCN/NGROU 17108 �} EXP. 12-31-2007 DRAWN BY: LHT - SEWER SEWER PLANS DESIGN BY: KM IS, 2001 2001 E. FINANCIAL WAY STE. 104, GLENDOFtA, CA 91741 TITLE SHEET �q CIV I L �� lF PHONE: (626) 914-5788 F : (626) 914-5757 WEB: www.megi.bz CHECKED BY: D OF CAL�F O1,APPR 7 Oo WILLIAM M. RAYMONDJR R.C.E. 57580 EXP. 12/31/2007 WMRJ CITY ENGINEE R.C.E. 51152 DATE SCALE: 1 "= 40" DATE: 11 APR 06 DRAWING. NO. 1 4049 J