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HomeMy WebLinkAbout5013-2CONTRACTOR SHALL, ESTABLISH PROJECT CONTROL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIITIES. 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR DURATION OF CONSTRUCTION ACTIVITIES ALL TRAFFIC CONTROL DEVICES SPACING AND IMPLEMENTATICN SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CMUTCD) AND THE VVORK AREA TRAFFIC CONTROL HANDBOOK. (WATCH) THE MOST CURRENT EDITION OF EACH REFERENCE SHALL APPLY. VVHERE A CONFLICT OCCURS BETWEEN THE CMUTCD AND THE WATCH MANUAL CMUTCD SHALL GOVERN. CONTRACTOR SHALL SUBMIT TRAFFIC C PLAN FOR EACH WORK LOCATION PRIOR TO BEGINNING WORK CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANY CONSTRUCTION ACTIVITY. ALL UTILITY SHUTDOWNS ARE TO BE COORDINATED THROUGH THE CITY PUBLIC WORKS DEPARTMENT. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENT RESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE ENGINEER. 4. CONTRACTOR SHALL EXCAVATE AND EXPOSE ALL. UTILITY CROSSINGS OR CONNECTIONS AFFECTED BY THE VVORK. ALL EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED TO THE SATISFACTION OF THE CITY. IN THE EVENT OF DAMAGE TO ANY UTILITY OCCASIONED BY THE CONTRACTOR OPERTIONS, THE CONTRACTOR, AT HIS SOLE COST AND EXPENSE, WILL IMMEDIATELY CAUSE REPAIRS TO BE MADE TO THE SATISFACTION OF THE AFFECTED UTILITY. NOTIFY THE ENGINEER OF ANY ADJUSTMENTS NECESSITATED BY WAY OF CONFLICT WITH EXISTING UTILITIES. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS. 6. CONTRACTOR SHALL REPLACE, AT HIS EXPE REMOVED OR DAMAGED DLIRING FROM THE CITY; OR FROM PRIVATE P , ALL. TR S WHICH ARE TO REMAIN INTAcT BUT HAVE BEEN N PEPaMISSION 4T1:41N,,CITY PflOPERTY WITH: „,4 , M THE PROPERTY WN. 7. ALL PERMANENT IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION BY 'THE CONTRACTOR USING NEW MATERIALS AS DIRECTED BY THE ENGINEER. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM THE CONSTRUCTION PLANS, CONTRACTOR SHALL INFOFIM THE ENGINEER IIVIMEDIATELY. 9. CONTRACTOR BEARS SOLE RESPONSIBILITY FOR THE DESIGN AND IMPLEMENTATION OF SHORING. 10. BEFORE DIGGING, CALL UNDEFIGROUND SERVICE ALERT (USA) AT (800) 227-2800. CONTRACTOR SHALL COOFIDINATE WITH USA TO LOCATE EXISTING UTILITIES AND EXCAVATE WITH CAUTION TO AVOID UTILITY DAMAGE. CONTRACTOR IS LIABLE FOR LL UTILITY DAMAGE REPAIR AS A RESULT OF HIS OPERATIONS. CONTRACTOR SHALL EXERCISE DUE CARE AND CONCERN TO AVOID INJURY TO EXISTING FACILITIES IMPFIOVEMENTS, UTILITIES, AND PFIOPERTY. CONTRACTOR TO REPLACE OR RESTORE TO INITIAL. CONDITIONS ANY FACILITIES, IMPROVEMENTS, UTILITIES, OR OTHER PROPERTY DAMAGED OR DISTURBED AS A RESULT OF CONSTRUCTION. 12. CONTRACTOR SHALL LOCATE ELECTRICAL TRENCHES TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN PLACE AS REQUIRED BY 'TRENCH INSTALLATION. 13. CONTRACTOR TO MAINTAIN A MEANS OF ACCESS TO PROPERTIES, DRIVEWAYS, AND DVVELLINGS AT ALL TIIVIES. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO !REPLACE ALL. STREET IVIONUMENTS, LOT CORNER PIPES, AND GRADE STAKES DISTURBED DURING THE PROCESS OF CONSTRUCTION AT 'THE DIRECTION OF THE CITY ENGINEER. 15. ALL SURPLus AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY. 16. THE CONTRACTOR SHALL NEITHER WASTE NOR DEPOSIT ANY HAZAFIDOUS MATERIALS ON THE GRADING SURFACES OR WITHIN THE GRADED CUT AND FILL. AREAS OF THIS PROJECT, INCLUDING BUT NOT LIMITED TO GASOLINE OFI DIESEL FUELS, MOTOR OILS OR TRANSMISSION FLUIDS, ANTIFREEZE, HYDRAULIC FLUIDS, LUBRICANTS, STARTING FLUIDS AND FILTERS, ANDIOR CONTAINERS FOR THESE PRODUCTS. H RDOUS MATERIAL SPILLS THAT OCCUR AS A RESULT OF EITHER EQUIPMENT FAILURES OR VANDALISM INCLUDING ALL ADJACENT CONTAMINATED SOILS, SHALL BE REMOVED AND TRANSPORTED TO AN ENVIRONMENTALLY APPROVED DISPOSAL SITE. ALL REMOVAL, TRANSPORTATION AND DISPOSAL COSTS SHALL BE THE RESPONSIBILIre OF THE CONTRACTOR OR =ICJ SUBCONTRACTORS. 17. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL. NOT BE PEFIlvIITTED, EXCEPT AT LOCATION(S) APPROVED BY THE CITY TRAFFIC ENGINEER. 18. PUMP STATIONS ARE LOCATED AT THE FOLLOWING ADDRESSES: 18.1. SOUTHRIDGE: 13775 GREEN VISTA IDFIIVE 18.2. LOCUST: 9089 LOCUST AVENUE 13.3. BAREE: 7998 GFIACE AVENUE (LOCATED O1 3AREEE iFTE P FOR LOCAL UTILITY COORDINATION CONTACT: 19.1. VVATER: FONTANA WATER COMPANY, JIM CHAPMAN (909) 822-2201 19.2. ELECTRICAL: SOUTHERN CALIFORNIA EDISON, fiM KEETLE (909) 357-8520 19.3. NATURAL.. GAS: SOUTHERN CALIFORNIA GAS COMPANY, TYPREE LEE, (909) 335-778 11. 00 A, ' AAA A AAA', • S OULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WIT IN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT VANNER, T E CITY ENGINEER MAY REQUIRE REVISIONS TO T E PANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. YO A PUBLIC SERVICE RY UR BENCHMARK CONCRETE DEMOLITION ELEVATION GROUT CHAIN LINK FENCE SANITARY SEWER SS SANITARY SEWER FORCE MAIN STORM DRAIN GAS LINE OVERHEAD POWER COMMUNICATIONS WATER MAIN WATER VALVE TREE BOLLARD CENTER LINE NEW X 100.27 SS — SSFM SO // OH - REV. REVISION DESCRIPTION DATE ENGR. CITY DATE AAA.„,AA CONSULTING 870 A RINI SAN 141( (415) 1 1, ENG RS STRE surrE 1278 SCO, CA 94102 433 4 48 , A , 0 (E) (N) AB AC BLDG CDF GONG DI DIP EL, ELEV ELL FL FM EFT GALV GPM GRV HP INV MCC MER MJ NTS OC PE PVC REQD RFCA SCH SS SSFM STI_ TYP VCP VV/ DIAMETER, PHASE EXISTING NEW AGGREGATE BASE ASPHALT CEMENT BUILDING CONTROL DENSITY FILL CONCRETE DUCTILE IRON DUCTILE IRON PIPE ELEVATION ELBOW FLANGE FORCE MAIN FEMALE PIPE THREAD GAS GALVANIZED GALLONS PER MINUTE GROOVE HORSEPOWER INVERT ANGLE MOTOR CONTROL CENTER MANUFACTURER MECHANICAL JOINT NOT TO SCALE ON CENTER PLAIN END POLYVINYL CHLORIDE REQUIRED RESTRAINED FLANGE COUPLING ADAPTER SCHEDULE SANITARY SEWER, STAINLESS STEEL SANITARY SEWER FORCEMAIN STEEL TYPICAL VITRIFIED CLAY PIPE WATER WITH Aa° Prepared Under The Supervision Of : / ,aaaaaaaaa 0 Dote : BENJAMIN L. SHICK R.C.E. 68813 1 'a; !a! CITY 0 ONT CALIFORNIA SANITARY S ER PUMP STATION REPAIRS DRAWN BY: GMA DESIGNED BY: GMA CHECKED BY: BLS NOTES,1 LEGNED .i'NGINEER DATE: R.C.E. 51152 4e SCALE: A DAT: 04/12/13 DRAWING NO.: A A