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Home My WebLink About5452-1GENERAL NOTES FOR SEWER IMFMVEMEffT PLANS 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. 1. 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. 2. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 3. 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. 4. 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. - 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 6. 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. 7. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (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 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 8. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 9. 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. 10. 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. 11. 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. 12. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 13. 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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. 16. 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. 17. THE -CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 18. 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 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 20. A GEOTECHNICAL ENGINEER 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. 21. 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. 22. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 23. 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. 24. 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. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN AUGNMENT. 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" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 29. 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. 30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 31. IF 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. 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. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILTTY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR'ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PREPARED F)R SOILS ENGINEER- LIT INDUSTRIAL LIM/TED PARTNERSHIP NORCAL ENG/NEER/NG 2201 E. CAMELBACK ROAD, SUITE 225B SOILS & GEOTECHNICAL CONSULTANTS PHOENIX, AZ 85016 10641 HUMBOLT STREET PHONE: (602) 337-8730 LOS ALAMITOS, CA 90720 ` FAX: (770) 373-4940 PHONE: (562) 799-9469 = x F'mMm 19659 FONTANA, CA IFORNIA 10+00.00 SANTA ANA AVE BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. BENO-I MARIE CITY OF FONTAN.4 BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE EZEYA77ON = 10.32.22' TOLL FREE -qftm6i_� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION CA TA WBA DATE I ENGR. I CITY I DATE *Jr=Y LJ A P AN BERNARDINO COUNTY FLOOD CONTRO 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILUAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTILLAN AT&T 1265 VAN BUREN ST. M80 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TIME WARNER 17777 CENTER COURT DR. 8TH FLOOR CERRITOS, CA 90703 PHONE: (562) 677-0263 ATTN: JOHN CHRISTIANSEN FONTANA UNITED SCHOOL DISTRICT 9680 CITRUS AVENUE FONTANA, CA 92335 PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WRITTEN INLAND EMPIRE UTILITY AGENCY (FOR SEWER) 6075 KIMBALL AVENUE CHINO, CA 91708 PHONE: (909) 993-1696 ATTN: LIZA MUNOZ 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 STANDARDS IN EFFECT. A.B. A.C. B.C.R. BLDG B.O.W. B.W. C.L.F. CONC. C.F. C.B. E.C.R. EXIST. E.P. F.G. F.F. F.L. F.S. F.H. G.B. H.C. H.P. INV. M.H. N.G. It PB P.P. R/W R.D. TRANS PAD T.B. S = S.D. S.L. ST. LT. T.G. T.C. TOP TOE WM WV BYO 10 _c-__, i■ SAN BERNARDINO FRWY VICINITY MAP N.T.S. SEWER CONSTRUCTION NOTES- QUANTITY 1O INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING PER CITY OF FONTANA STD. 1008) 558 LF 0 CONSTRUCT 60" SEWER MANHOLE PER CITY OF FONTANA STD. 2001 2 EA 3O INSTALL 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2005 (COMMERCIAL) 2 EA 4O INSTALL 8" VCP PLUG 1 EA 5O REMOVE EXISTING PLUG AND CONNECT TO EXISTING 8" VCP SEWER 1 EA 6O CONSTRUCT CONCRETE ENCASEMENT PER COUNTY OF LOS ANGELES STD. PLAN 2023-2 CASE 11 14 LF -AGGREGATE BASE -ASPHALT CONCRETE -BEGINNING OF CURVE -BUILDING -BOTTOM OF WALL -BACK OF WALK -CHAIN LINK FENCE -CONCRETE -CURB FACE -CATCH BASIN -CENTERLINE -END OF CURVE -EXISTING -EDGE OF PAVEMENT -FINISH GRADE -FINISH FLOOR -FLOW LINE -FINISH SURFACE -FIRE HYDRANT -GRADE BREAK -HANDICAP -HIGH POINT -INVERT -MANHOLE -NATURAL GRADE -PROPERTY UNE -PULL BOX -POWER POLE -RIGHT OF WAY - ROOF DRAIN -TRANSFORMER PAD -TOP OF BERM -SLOPE -STORM DRAIN -SIGHT UNE -STREET LIGHT -TOP OF GRATE -TOP OF CURB -TOP OF SLOPE -TOE OF SLOPE -WATER METER -WATER VALVE -BY OTHERS SHEET" SEX LOVER I AVENUE I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 CATAWBA AVE & CITRUS AVE - SEWER PLAN AND PROFILE ` A / AVENUE mlow a C d ~ U T CL � U JURUPA AVENUE CITY OF O FO ANA VICINITY MAP N.T.S. SEWER CONSTRUCTION NOTES- QUANTITY 1O INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING PER CITY OF FONTANA STD. 1008) 558 LF 0 CONSTRUCT 60" SEWER MANHOLE PER CITY OF FONTANA STD. 2001 2 EA 3O INSTALL 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2005 (COMMERCIAL) 2 EA 4O INSTALL 8" VCP PLUG 1 EA 5O REMOVE EXISTING PLUG AND CONNECT TO EXISTING 8" VCP SEWER 1 EA 6O CONSTRUCT CONCRETE ENCASEMENT PER COUNTY OF LOS ANGELES STD. PLAN 2023-2 CASE 11 14 LF -AGGREGATE BASE -ASPHALT CONCRETE -BEGINNING OF CURVE -BUILDING -BOTTOM OF WALL -BACK OF WALK -CHAIN LINK FENCE -CONCRETE -CURB FACE -CATCH BASIN -CENTERLINE -END OF CURVE -EXISTING -EDGE OF PAVEMENT -FINISH GRADE -FINISH FLOOR -FLOW LINE -FINISH SURFACE -FIRE HYDRANT -GRADE BREAK -HANDICAP -HIGH POINT -INVERT -MANHOLE -NATURAL GRADE -PROPERTY UNE -PULL BOX -POWER POLE -RIGHT OF WAY - ROOF DRAIN -TRANSFORMER PAD -TOP OF BERM -SLOPE -STORM DRAIN -SIGHT UNE -STREET LIGHT -TOP OF GRATE -TOP OF CURB -TOP OF SLOPE -TOE OF SLOPE -WATER METER -WATER VALVE -BY OTHERS SHEET" SEX I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 CATAWBA AVE & CITRUS AVE - SEWER PLAN AND PROFILE WD/D# 8 360375148 DR 15-08 O �OFESS ��NgI Prepared Under The Supervision Of C ITY 0 F FO NTANA, CALI FO R NIA C_��,FtD ST�Eyc Thieves Engineeri/7g, Inc. SEWER IMPROVEMENT PLAN 2 2 CML £NG/NEER/NG • LAND SURVEYING � LA MI FIRESTONE BOULEVARD DAWN �: SEEFRIED FONTANA P.M.19659 �` W r" UI M/R4U4, G4L/FORNL4 90638 * R.0 E N0. 56155 r * PH.(714)521-4811 FAX(714J521-4173 GP CATAWBA AVE AND CffRUS AVE AS SHOWN s Exp. 12-31-16 Q DESIGNED BY. TITLE SHEET DATE: GP TRUCTION OTES & QUANTITY ESTIMATES 9� . 0(V I\- 6Q Date :3 O � {p CHECKED BY: APP 2 DRAWING NO.: OF C A\-\� REINHARD STENZEL RCE N0. 56155R.C.E. DATE. J � 2g / 5452 1 MR ENGINEER R. . . 11 2