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Home My WebLink About1936-1.Of-NIERAL NOTES 1. THE CONSTRUCTION.OF ALL PUBLIC: IMPROVEMENTS SHALL CONFORM TO THESE.PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD. SPECIF.ICAT.IONS, PUBLIC WORKS DEPARTMENT., CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERM.ITS.SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO. THE CENTERLINES OF SEWER EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO.PAVING.OF.STREETS. 5. EXISTING UNDERGROUND UTILIT•IES ARE AS PER AVAILABLE RECORDS. THE...CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL -LOCATION AND ELEVATION IN THE. FIELD. 6. THE WALLS AND FACES OF ALL -EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND. OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE. :FEET IN DEPTH. SHALL. ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.. 7. THE CONTRACTOR.(S) SHALL OBTAIN A. PERMIT 'TO PERFORM. EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 2. ABOVE FROM CALIFORNIA -STATE DIVISION OF INDUSTRIAL SAFETY. SEE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,.SECTION 306-1.1.6'. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHEDGRADE BY THE SEWER CONTRACTOR. AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD.DETAIL 129.. A 10. ADEQUATE STAKES SHALL BE- SET' .BY THE. ENGINEER TO ENABLE THE CONTRACTOR.- TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11:, "AS BUILT." DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. .12. ALL SEWER MANHOLE STUBS SHALL 'BE SEALED IN .CONFORMANCE. WITH CONSTRUCTION NOTE I. THE STOPPER. OR CAP SHALL BE INSTALLED IN A MANNER SUCH THAT IT MAY Bt REMOVED VITHOUT DAMAGING THE PIPE. THE CAP.SHALL MAINTAIN.A WATERTIGHT SEAL. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY.SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS,. OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTiON WHETHER THEY PRE OR ARE NOT.SHOWN ON THE PLANS.' 14. CHIS. X SHALL BE PLACED ON THE CURB OVER. LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR, 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY. TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR.ALL UTILITIES CONSTRUCTED PRIOR TO THE. SEWER. ANY DISCREPANCIES SHALL BE MADE IN -WRITING TO -THE OWNER PRIOR TO CONSTRUCTION. 16. FIELD C" -FIRM EXISTING PLUG TO REMAIN IN SOUTH OUTI ET OF MANHOLE N° 3 AT STA, 21+03,24 PER DRAWING N° 978, PAGE 7 OF 10. NO FLOW SHALL 8E DIRECTED SOUTH OF THIS MANHOLE. 17. TERMINATE ALL*".' SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 18. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 19, ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 20. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING -UNDERGROUND UTILITIES AND STRUC- TURES WHETHER SHOWN ON THESE PLANS OR NOT. 21. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. SEWf R PIANS A*] 22. ENGINEEI? SHALL COMPLETE ORIGINAL. "RECORD DRAWINGS" PRIOR TO GENERAL NOTES - CBMWD CONSTRUCTION CITY ACCEPTANCE OF THE SEWER SYSTEM. 23, SECTION 4216/4217 OF THE GOVERNMENT 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 -x800 -y422 -y4133 TWO WORKING DAYS BEFORE YOU DIG. BENCH MARK LOCATION, R. R. SPIKE ON P. -P Ng.. 674320E AT THE INT. OF JURUPA AVENUE AND MULBERRY AVENUE. rill E L E1,IATION _ -918.40 REVISIONS I-APPR. CITYDATE SCALE PLANS PREPARED BY= JOM EGM. wW mss, IHcr DATE= FELIPE W CABRAL, R.C.E. No. 29001 TITLE= CHIEF ENGINEER DATE :f10.0_18_88 ✓�/ JOB No. DRAWN BY= DESIGNED BY, CHECKED BY, Z_ vO-/VR-VVRRTn INDEX MAP. N.T.S. 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY CHINO BASIN MUNICIPAL WATER DISTRICT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE CBMWD STANDARD DETAIL SHEET OF THIS PLAN SET (SHT .) AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WORK OIC -'.--HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE & SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE. REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD & WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON TH9 L?LAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY.NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROURD.SERVICE ALERT FOR UNDERGROUND LOCATIONS 72 HOURS BEFORE DIG (800-422-4133). 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 -HRS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. Q�pSEAL F SSIco p�y�l CD m � No. 29001 = �' 't( ExpA71Z11__? // Jl C1V1\� 9� OF JOHN EGAN & ASSOCIATES, INC. Consulting Engineers 366 ORANGE SHOW LANE SAN BERNARDINO, CALIFORNIA 92408 ( 714 ) 889-0676 ( 714 ) 825-1550 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN*EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. 9. ALL SEWER MAINS SHALL BE BELL & SPIGOT EXTRA -STRENGTH VITRIFIED CLAY PIPE (V.C.P.) UNLESS OTHERWISE NOTED ON THE PLAN. 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION & ELEVATION OF EXISTING SEWER MAIN(S) & NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY CBMWD UNTIL AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION & ALSO AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION, CBMWD SHALL BE NOTIFIED A MINIMUM OF 48 -HRS. PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANi FACILITIES OWNED & OPERATED BY CBMWD. 12. ALL TRENCHING &/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. 13. THE CONTRACTOR SHALL SUBMIT COPIES OF :.HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO CBMWD & TO CITY OF FONTANA. 14. SHOP DRAWINGS. AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY CBMWD PRIOR T0. BEGINNING OF THE INSTALLATION OF ANY TLUME, INSTRUMENTATION OR CABINETS. CBMW¢-APPROVAL Aovv OFFICE ENGINEER DATE Ak. FONTANA z 3 W RIVERSIDE VICINITY MAP N. T.5. k.R:EA AN :111ERNA.RDINO. 'C0: IVER-2.1OE C.O. �P: R: I V A T..E E�.N:G I:N�.E:E RRS NOTE. -TO O N=T RA. -C.: T O P 1.' ALL UNDERGROUND UTILITIES OR .STRUCTURES REPORTED. BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS. REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT. THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK 4. THE -CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR_ TO. ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY. CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER.',S_ATTENTIO.N PRIOR TO CONSTRUCT IOy, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSI-RILI'T:Y FOR -ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.-- CONSTRUCTION NOTES QUANTITIES O -CONSTRUCT MANHOLE PER CITY STANDARD DETAIL 112 10 EA. Q --CONSTRUCT 10" V.C.P. SEWER VV56_ L.F. a --CONST. -MANHOLE •PER C BMWD STD. 2 EA. @-CONSTRUCT SEWER CONCRETE ENCASEMENT PER DETAIL ON SHEET 4. 4-0.27 L.f. Sj --REMOVE EXIST. STUB -TOUT AND CONNECT TO -#(O. % EXISTING MANHOLE -SEE GENERAL NOTE _ EA. P7 DUCT ,PVI IZTDWI�f/G /1'If1VhVZ_,,c E� 7Q- COAST: G" LATERAL EA. t Og --CONST. 15" Y.C.P. SEWER 14275 L.F. 0-caysT �z'y��e.4 77zs DRAWN BY* c/G / 106 DEAD BY OK/ OG CHECKED BY F.4C crnr OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT TITLE SHEET .SEWER PLANS DATE