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Home My WebLink About5574-1 SEWER PLANS GENERAL NOTES FONTANA 1. THE To 'Nit REqu OF THE CITY STANOARO SPECIFICATIONS.)CATIONS, PUBLIC NOUS DEPARTMENT, CITY OF V FONTANA, REFER TO DEFINITIONS AND TERNS IA CITY STANDARD SPECIFICATIONS. a 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO /START OF ANT WORK WITHIN THE CITY LIMITS. __ P.R N, 3. STATIONING REFERS 10 THE CENTERLINES OF SEWER EXCEPT WHERE OINERW)SE NOTED. /�`\ w TY.T1I'YIWYWR�IEIB111111 '!fE111A�8101=,;11rE19 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. J NI /� rsi A , CALIFORNIA H s t.r_�j��_? _ �/ ^ 1♦V//� o _ 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE 17 G IFFI,-I�i AREA`T 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 MF IRIIUE A.N 0.- °', B4N6_____LUMo c0• ..1 EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT - - -,r. INvENSiDc CO. MEANS. TRENCHES LESS THAN FIVE FEE! IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION y JV R u17174:::::11 PA E14^s INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EAPECTED.. II "" '•�' L 7. THE CONIRACTORES1 SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBEO IN NOTE 2 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETT. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SECTION 306-1.1.6. tii '4 i0 Rr B. ALL MANHOLE FRAMES AND CORERS SHALE BE CONSTRUCTED 6' BELOW FINISHED GRACE BY THE SEWER CONTRACTOR AMD SHALL BE RAISED TO GRADE BY PAYING CONTRACTOR AFTER COMPLETION OF PAYING. 4 a VICINITY M A P B. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. R R 54NTA k ANA AY6ive R N T5. 10. ADEQUATE STAKES SNAIL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCTp 1• THE WORKS TO THE PLAN GRADES, N1 P ' . 11. 'AS BUILT' DRAWINGS SHALL BE PROVIDED BT THE CONTRACTOR TO THE CITY OF FONTANA. 0 yr �. !8 .._ AFENriE 12. ALL SEWER MANHOLE STUBS SHALL BE SEALED IN CONFORMANCE Ram CONSTRUCTION (A} iJH NOTE I. THE STOPPER OR CAP SHALL BE INSTALLED tN A MANNER SUCH TWAT iT MAY BL Lc '�I-{(/ - i 4 REMOVED WITHOUT DAMAGING THE PIPE. THE CAP SHALL MAINTAIN A WATERTIGHT SEAL. Q e 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURREY MpNIMEHT$, STREET I,{Y ' .fU� �:. CENTERLINE MONUMENTS, OR BENCH KIRKS WHICH ARE DISTURBED BORING CONSTRUCTION WHETHER iv .. IT�J THEY ARE DR ARE NOT SHOWN ON THE PLANS. 14. CHIS. X SHALL BE PLACED ON THE CURE OYER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. - ✓UR/PA AVENUE PRIVATE ENGINEERS NOTE TO CONTRACTOR 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND a 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 8r THE OWNER OR OTHERS, AND THOSE VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO I. SHOWN ON THE RECORDS EXAMINE°, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO Z CONSTRUCTION. A x �. GQ' 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING 16. FIELD CONFIRM EKISTINO PLUG TO REMAIN IN SOUTH OVTLET OF M4NHOLE HR 9 AT GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA STA.2:.08.24 PER DRAWING NH 978,PAGE'T OF 10. NO A'LOW SHALL BE DIRECTED `\N4 G� IMMEOTATELY PRIOR TO CONSTRUCTION. SOLRI{ OF THIS MANHOLE. _-- 3. THE COWTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE +. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S 17. TERMINATE ALL 4' SEWER LATERALS 3' INSIDE THE LOT WITH A �` A66 _ APic+E_- EAST RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE ILL STARTING WORK. STREET TEO3THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND � TERMINATE 3'' INSIDETHE LOT A$SMEASURED FROM THE UTILITY EASEMENT � 4, THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING. CROSSING OR LINE. PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY ROTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION 18. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY POWER POLES, RATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES. COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL SE RELOCATED INDEX M A P BY OTHERS. II SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY N TS. 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 OM THESE PLANS OR NOT. 21. NO LATERALS SHALL OF PLACED UNDER DRIVEWAYS. 22. ENGINEER SHALL COMPLETE ORIGINAL 'RECORD DRAWFNC:S" PRIOR TO GENERAL NOTES - CBXwD CONSTRUCTION CITY ACCEPTANCE OF THE SEWER SYSTEM, 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC SPECIFICATIONS AS APPROVED BY CHING BASIN MUNICIPAL WATER STRIPING 6/OR PAVEMENT 14ARKINGS WHICH DURING HIS OPERATIONS HAVE 23. SECTION 4216/4217 OF THE GOVERNMENT CORE REQUIRES A DIG ALERT DISTRICT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS IDENTIFICATION NUIBER BE ISSUED BEFORE A "PERMIT TC EXCAVATE" CONSTRUCTION LATEST EDITION) AND THE CBMWD STANDARD DETAIL SHEET BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN WILL BE VALID. FOR YOUR DIG ALERT I.O. NUI4SER CALL UNDERGROUND OF THIS PLAN SET (SHT.5) AS APPROPRIATE. REDUCED. RENEWAL OF PAVEMENT STRIPING A MARKINGS SHALL BE DONE IN SERVICE ALERT TOLL FREE 1-B40-422-4133 TWO WORKING DAYS BEFORE - CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. YOU DIG. 2. ANY CONTRACTOR PERFORMING WORT:ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 6 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE 9. ALL SEWER MAINS SHALL BE BELL A SPIGOT EXTRA-STRENGTH VITRIFIED TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM H15 CLAY PIPE (V.C.P.) UNLESS OTHERWISE NOTED ON THE PLAN. OPERATIONS WHETHER OR NOT SHOWN ON THESE PIANS. CONSTRUCTION NOTES QUANTITIES 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY 7. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED LOCATION & ELEVATION OF EXISTING SEWER RAINES) 6 NOTIFY THE DESIGN 0-CONSTRUCT MANHOLE PER CITT' $TANDARD DETAIL 112 10 WEA. OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE ENGINEER OF ANY VARIATION FROM DESIGN. TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR ISEONSTIOUCT HO"Y.C.P. SEWER �l.Z✓.3f L.F. REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY c3N7J'D WORKS CONSTRUCTION. LENTIL AFTER THE ISSUANCE OF A PERMIT BY CBHWD TOT ALLOW THE 3 CONST MANHOLE'PER CBM WD STD _,EA. CONSTRUCTION A ALSO AFTER A PRE-CONSTRUCTION CONFERENCE TO DE .HELD 4. UTILITY LIRE LOCATIONS WERE TAKEN FROM RECORD A WERE NOT LOCATED AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION, IN ADDITION, (DI-CONSTRUCT SEWER CONCRETE ENCASEMENT PER IN THE FIELD UNLESS OTHERWISE NOTED ON THF PLAN. THE CONTRACTOR IS CBMWD SHALL BE NOTIFIED A MINIMUM OF 48-HRS. PRIOR TO ANY DETAIL ON SHEET 4. 4a27 LE.REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED 6 OPERATED BY CBMWD. ®--REMOvF EXIST. STUB-CUT AND CONNECT TO 5. IN CASE OP ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY EXISTING MANHOLE-SEE GENEDAL NOTEv'G. -L EA. , SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL 12. ALL TRENCHING 6/OR SNORING SHALL MEET REQUIREMENTS OF CAL-OSHA. I)EMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 0-G>tH'Ater,ffGMUTAPl4,i.A'fi&N.YOlE __L__E.9 13. THE CONTRACTOR SHALL SUBMIT COPIES OF NIS DEPARTMENT OF Fr"+Oh1 U/L f a'H ,4 4 BENCH OWN 6. CALL UNDERGROUND.SERVICE ALERT FOR UNDERGROUND LOCATIONS 72 HOURS INDUSTRIAL SAFETY PERMIT TO CBMWD 6 TO CITY OF FONTANA. MORE DIG (800-422-4133). COAST 6•LATER�.� ____t___EA.LQGR�i' 14. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED 8Y tiq- A.R-SPIKE ON PP NG 874320E AT THE INT. OF JURUPA 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48-HRS PRIOR C8M1D PRIOR TO BEGINNING OF THE INSTALLATION OF ANY FLIRWE, ®-CONST 15'ETC P SEWER /ax LF • S- B U l LT Av.... AND MULBERRY AVENUE. TO TIM OF CONSTRUCTION WITHER THE PUBLIC RIGHT-OF-NAY. THE INSTRUMENTATION OR CABINETS. 0-‘440,-/1/twee'Jf' x,re-,{ 77:0 [.E CONTRACTOR IS REFERRED TO SECTION 7-113.3 OF THE STANDARD SPECS. DRAWING t� e EV ELTIORI 018,40 a]HF'/ 0( l DATE REVENONBCAPOR A L'°" SCALE: PLANS PREPARED BY, A47',1. C8MW0-APPROVAL CITY OF FONTANA, CALIFORNIA / �As euitr DWS. ¢72!/93 T- MN And AMOCAim,l64 TC. €,• 1 JOHN ELAN & ASSOCIATES, INC. ,A';+ ,?s PUBLIC WORKS DEPARTMENT - A BATE' "e0�.',,d6 , Id.A,2rpipp w f, aI Consulting Engineers OFFICE ENGINEER DATE �� IT TITLE SHEET aur TILIPEE' NRvl�F R.C.E.d t0.47191/w/129 DATE 8'fl'LR ' ..'!/'P• , AT- 364 ORANGE SNOW LANE SEWER PLANS �tt --.• A JOB He. DRAWN By. ' DE81BltD NY. OIECKED BY f..` /�' SAN BERNARDItO,CALFORMA 9240N r 43 yd-/8.88 .F 714 I ee9 O67N T 4 I ez3 sBO r+taan n 1, a.N„rm cmc+ ' cam , e. A FRC ,y .N:FRiI avr olspml ■.cc 25131 1 a S