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Home My WebLink About3327-1SEWER CONSTRUCTION NOTES: PACIFIC BELL CO. - ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY 7 SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN DEFLECTIONS IN ALIGNMENT. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE COMCAST (CABLE TV) LATEST EDITION UNLESS OTHERWISE NOTED. 28. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE EXISTING FACILITIES. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISfING CONTRACT DOCUMENTS THAT CAN NOT BE BE RESOLVED BY FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE LOCATIONS SHOWN ON THE PLANS. CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY GENERAL TELEPHONE ENGINEER FOR RESOLUTION. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% SO. CALIFORNIA EDISON CO. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF ENGINEER. THE CITY ENGINEER. (800) 422-4133 (USA) 820-5598 - UNDERGROUND 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY. DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS FROM THE UTILITY EASEMENT. PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909] 350-7610. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL CURB AT THE LOCATION OF THE SEWER LATERAL. POLICIES. METHODS, AND PROCEDURES DESCRIBED IN THE STATE OF 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL- NOTIFY• THE` EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER AND ALL AFFECTED AGENCIES IMMEDI-ATE>=Y- ENGINEER. - 33. NO CONCRETE SHALL BE PLACED- __UITIi-� '-HE FORMS AND 6. IT SHALL BE THE RESPONSIBI-LITY OF THE CONTRACTOR TO REINFORCING STEEL HAVE -EC -TED AND APPROVED. MAINTAIN BARRICADES. DELINEATORS OR OTHER i-RAFFIC CONTROL _MSP DEVICES AT ALL TIMES. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM APPROVED PRIOR TO PAVING OF STREETS. EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL ASPHALT PAVEMENT PRIOR TO PLACEMENT. SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 35. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON FEET IN DEPTH SHALL BE GUARDED BY SHORING. SLOPING OF THE COMPLETION OF PAVING. GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION - OF INDUSTRIAL SAFETY OF THE 37. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET RESTORE ALL SIGNING. STRIPING. BARRICADES. AND OTHER SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND TRAFFIC CONTROL DEVICES -TO THE SATISFACTION OF THE CITY MOVEMENT. TRAFFIC ENGINEER. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC .38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS PURPOSE. TO THE CITY ENGINEER. 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. r' x.. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING. BUT NOT LIMITED T0, 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 NOTICE TO CONTRACTORS PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL_ NOT OPERATE ANY FIRE HYDRANT OR 11 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONDUITS.OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED BY A CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD WHERE OTHERWISE NOTED. OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES 14. - ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL ENGINNER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES. PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 2) THE CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH NOTIFICATION TO THE CITY ENGINEER. THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 3) THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTOYED AS A RESULT CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER "CONSTRUCTION SAFETY ORDERS". REPLACEMENT OF THE MONUMNET. 4) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR TIS. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE -LIMITED TO NORMAL BALL RESIDENTS ANDA EMERGENCY WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE` OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING. AT ALL WORK ON THIS PROJECT. EXCEPTING FROM LIABILITY ARISING FROM THE TIMES. SOLE NEGLIGENCE OF THE OWNER, OR THE ENGINEER. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION 5) CALL USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO MATERIAL. MUD, SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR EXCAVATION ON THIS PROJECT. TOLL FREE 1-800-422-4133 PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 6) THE PROJECT ARCHEOLOGIST SHALL BE PRESENT ON-SITE DURING LAND �tz Tc>APPFZa�!-4 L. 20• KO_rR�t`tGH Ci�K..1=t U_ S4AI-L_TAK&_ j7L��-rRo DISTURBANCE OR GRADING. IF CULTURAL RESOURCES ARE EXPOSED ANYTIME r."61/ _nA& clTy 1t,1sPFsr-np_ DUS I NG GRADING, THE PROJECT ARCHEOLOGIST MUST BE GRANTED SUFFICIENT TIME TO ASSESS THE RESOURCES AND AUTHORITY TO 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL TEMPORARILY HALT OR REDIRECT GRADING EQUIPMENT TO RECOVER THE COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL EXPOSED RESOURCES. WHEN NECESSARY, BASED UPON THE JUDGEMENT OF THE REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE ARCHEOLOGIST. ADDITIONAL TIME MAY BE REQUIRED FOR REMOVAL OF SPECIFIED DENSITY IS OBTAINED. RESOURCES IN A TIMELY AND PROFFESSIONAL MANNER. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES. AND 71 IF HUMAN REMAINS ARE EXPOSED, ALL CONSTRUCTION ACTIVITIES MUST SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON BE HALTED IN THE IMMEDIATE VICINITY UNTIL THE COUNTY CORONER HAS INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE ACCESS TO THE REMAINS. TEMPORARY NON-ERODABLE 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 I WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PREPARED FOR: M I KE RUSSO 1421 NORTH IDAHO LA HABRA, CA. 90531 (562) 694-8520 CITY OF FONTANA UTILITY NOTIFICATION LIST: MAY 2002 CITY OF FONTANA PACIFIC BELL CO. - ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939_E. CORONADO ST. FONTANA, CA. 92335 ANAHEIM. CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS CO. COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES _ 16231 VALLEY BLVD. 1205 DUPONT AVENUE - FONTANA. CA. 92335 ONTARIO. CA. 91761 (9091 428-8411 EMERGENCIES: 427-2200 GENERAL TELEPHONE 1 NSTALL 8" DUGT(L•E 11Z01�4 -'I Pt= ATTN: STEVE HOCK SO. CALIFORNIA EDISON CO. 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVE. ONTARIO. CA. 91766 FONTANA, CA. 92335 (800) 422-4133 (USA) 820-5598 - UNDERGROUND 875-5100 - TRANSMISSIONS FONTANA WATER COMPANY P.REPAKD -BY: J.M.WILSON & ASSOCIATES CIVIL ENGINEERS LAND SURVEYORS 223 NORTH FIRST AVENUE UPLAND, CA. 91786 (909]920-0209 FAX C909)985-2885 E./\• TK• IS83J -� 637-1233 - PIPELINES ATTN M! KE.,Mc GBAW 357-6233 - DI$TFFWTION 8440 NUEVO AVENUE (8001422-4133 {USA) FONTANA. CA. 92335 822-2201 16 10 11 10 13 14 15 FAX: 823-5046 8 9 ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES NO. DESCRIPTION QUANTITY UNIT 1 INSTALL 8"EXTRA STRENGTH VCP SEWER 118-3,5 L. 2O INSTALL PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 (ID=48"] 6 U -A ® INSTALL 4" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 aj to O ® INSTALL DROP MANHOLE FITTINGS PER CITY STD. DWG. NO. 111 EFA 5 1 NSTALL 8" DUGT(L•E 11Z01�4 -'I Pt= l eo, L r - Q N W � 1L' . U N z i 1416NLJz4t41--) AilE__r1vt--- i VICINITY MAP 140 ScAt-E IATA N I A W^y _ J 4 7 s+-� 6 A 23 22 21 20 19 18 17 W' 7 12o trJA '� QWA-Y w26 27 28\ N 5 24 25 0 < N 4 GENOA -0 17-1v,�. CSi 7 3 S ' ¢j 2 ` 30 1 - - - pFESSICN �X• M•41• CSt1T. 2� � O� M. �/ � co zm * ^ /� C 17788 m I Y 1 /. P EXP: 06-30-05 � -