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Home My WebLink About2834-11. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY (IEUA), THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION AND THE IEUAT S ANDARD DETAIL SHEETS OF THIS PLAN SETSHEET NO. 3 & 4 � ) AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE F I FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SHOWN ON THESE CE 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 AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 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 UNDER GROUND SERVICE ALERT (800-227-2600) FOR UNDERGROUND LOCATIONS 46 HOURS BEFORE DIG. 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48—HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT—OF—WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 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 SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VIRTIFIED CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL OF THE DESIGN ENGINEER AND IEUA OF ANY VARIATION FROM DESIGN. 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER THE ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR THE BEGINNING CONSTRUCTION. 12. IN ADDITION, IEUA AND THE CITY OF FONTANA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY IEUA AND/OR CITY OF FONTANA. 13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL—OSHA. 14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO IEUA AND THE CITY OF FONTANA. 15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO BEGINNING THE CONSTRUCTION. 16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. BY �44,,4Z;,, M. TAGHI MONZAVI DATE- CML ATECML ENGINEER FOR INLAND EMPIRE UTILITIES AGENCY R.C.E. No. 049444 F04Z 1790H/ 40;16 v,PAv / EXPIRES: 09-30-00 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT r 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 1-800-227-2500 TWO WORKING DAYS BEFORE YOU DIG LDK JOB #: 124-07 1 r SELECT NATIVE - MATERIAL 90% COMPACTED CLASS 'B' PIPE — BEDDING PER I.E.U.A. SPECIFICATIONS ON SHEET 4 CITY BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 51319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE 7d; - In A F MI-_ M I ff Cq TYPICAL BEDDING" SUBGRADE 95% COMPACTED 1 SACK CEMENT SAND SLURRY BACKFILL SHEET INDEX CONSTRUCTION COTES 0 CONSTRUCT 12" C900 CLASS 200 P.V.C. PIPE AND FITTINGS CONSTRUCT MANHOLE PER INLAND EMPIRE UTILITIES AGENCY STANDARD DETAIL SHOWN ON SHEET 3 (�)CONSTRUCT BEDDING PER TYPICAL BEDDING DETAIL SHOWN HEREON. CONSTRUCT BEDDING PER SPECIAL ENCASEMENT BEDDING DETAIL SHOWN HEREON. LEGEND TITLE = CENTERLINE TITLE SHEET 2 PLAN PROFILE 3 D E T A I L SH ELT 4 DETAIL SHEET CONSTRUCTION COTES 0 CONSTRUCT 12" C900 CLASS 200 P.V.C. PIPE AND FITTINGS CONSTRUCT MANHOLE PER INLAND EMPIRE UTILITIES AGENCY STANDARD DETAIL SHOWN ON SHEET 3 (�)CONSTRUCT BEDDING PER TYPICAL BEDDING DETAIL SHOWN HEREON. CONSTRUCT BEDDING PER SPECIAL ENCASEMENT BEDDING DETAIL SHOWN HEREON. LEGEND LEGEND COINT. = CENTERLINE = UTILITY FLAG (APPROXIM/A _INTERFERENCE LOCATION OF INTERFERENCE WITH TYPE OF z = EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT UTILITY INDICATED BY.-) T — TELEPHONE o PROPOSED INDUSTRIAL WASTE PIPELINE E — ELECTRIC ADDED PIPE 13+16 TO 16+98, REVISED W — WATER G — GAS — = PROPOSED STORM DRAIN SD — STORM DRAIN REVISION'S PER I.E.U.A. S — SEWER = SURVEY CONTROL TARGET TV — CABLE TELEVISION U — UNKNOWN UTILITY u,nuTy— POTHOLED UTILITY IRR — IRRIGATION IEUA — INLAND EMPIRE UTILITIES AGENCY = EXISTING DRIVEWAY NRW — NON—RECLAIMABLE WASTE WATER REV. REVISION DESCRIPTION Essi� H. NO. C 21062 EXP. 9-30-01 IV cF c. L�CI�G SU51�CONVENTION CENTER WAY ONTARIO, CA 91764 (909) 937-0200 6j1 ��/, cz,,,t,L 111 /t,:7 /t V, DOUGLAS H. MAYS R.C.E. No. C 21062 EXPIRES: 6-30-01 ITS] E ►i� . SELECT NATIVE - MATERIAL 90% COMPACTED 4 REBAR TYP. - PROPOSED PVC 4 REBAR AT 12" O.C. ow V, SUBGRADE 95% COMPACTED Construction contractor agrees that in Calfornio Council accordance with generally accepted oFCivil Ergireerr construction practices, :construction RLandSurveyw contractor will be required to assume sole and complete responsibility for job site conditions during the P P Y � 9 course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnif and hold design rofessional harmless from an y 9 P y and all liability,real or alleged, in connection with the Performance of work on this project, exceptingtin9 liability rt y arising from the-- -sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "Construction Safety Orders. The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. The existence and approximate location of any underground utilities or structures shown on these pians are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the enact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be ® d _ responsible for notif in all unlit and irrigation companies y� y 9 P prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U. .A. Phone 1-800-227-2600 two (2) working days prior � o digging. No construction permit issued by Public Works Department shall be valid involving underground facilities unless the applicant has an inquiry identification number issued by U.S.A. CONCRETE PER 306=1.2.1 STANDARD SPECIFICATIONS z 0 0 F.`CU"`RD DRAWINGS'__1 Vicinity M -m -to ,� THIFSE RECORD DRAWINGS HAVE BEEN PREPARED, IN CD SCALE = N.T.S. PAHT ON THE BASIS OF INFORMATION COMPILED AND 0) 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 CONDITIONS AND STANDARDS IN EFFECT. F1 °QNISHED BY OTHERS. THE ENGINEER WILL NOT BE R ISPUNSIBLE FOR ANY ERRORS OR OMISSIONS WHICH �,,d F R F_N INCORPORATED INTO THESE DOCUMENTS A H&Si.JLT THEREOFLii -- 12 20 0o CITY OF FONTANA, CALIFORNIA c� JURURA AVENUE I DRAB ! BYE 0 A SCAB CCP SHOD DESIGNED BY: INDUSTRIAL WASTE .EWER RELOCATION DATE -- MPT NILE SHEET MAY 2000 BY.. PRO BY: DATE: DRAMW NG NO.: DHM 2884 4 6 A TING CITY ENGINEER R.C.E. No,'51152 ADDED PIPE 13+16 TO 16+98, REVISED MH'S REVISION ORIGINAL - ' -I I I iiYi '' • �- REVISION'S PER I.E.U.A. REV. REVISION DESCRIPTION Essi� H. NO. C 21062 EXP. 9-30-01 IV cF c. L�CI�G SU51�CONVENTION CENTER WAY ONTARIO, CA 91764 (909) 937-0200 6j1 ��/, cz,,,t,L 111 /t,:7 /t V, DOUGLAS H. MAYS R.C.E. No. C 21062 EXPIRES: 6-30-01 ITS] E ►i� . SELECT NATIVE - MATERIAL 90% COMPACTED 4 REBAR TYP. - PROPOSED PVC 4 REBAR AT 12" O.C. ow V, SUBGRADE 95% COMPACTED Construction contractor agrees that in Calfornio Council accordance with generally accepted oFCivil Ergireerr construction practices, :construction RLandSurveyw contractor will be required to assume sole and complete responsibility for job site conditions during the P P Y � 9 course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnif and hold design rofessional harmless from an y 9 P y and all liability,real or alleged, in connection with the Performance of work on this project, exceptingtin9 liability rt y arising from the-- -sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "Construction Safety Orders. The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. The existence and approximate location of any underground utilities or structures shown on these pians are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the enact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be ® d _ responsible for notif in all unlit and irrigation companies y� y 9 P prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U. .A. Phone 1-800-227-2600 two (2) working days prior � o digging. No construction permit issued by Public Works Department shall be valid involving underground facilities unless the applicant has an inquiry identification number issued by U.S.A. CONCRETE PER 306=1.2.1 STANDARD SPECIFICATIONS z 0 0 F.`CU"`RD DRAWINGS'__1 Vicinity M -m -to ,� THIFSE RECORD DRAWINGS HAVE BEEN PREPARED, IN CD SCALE = N.T.S. PAHT ON THE BASIS OF INFORMATION COMPILED AND 0) 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 CONDITIONS AND STANDARDS IN EFFECT. F1 °QNISHED BY OTHERS. THE ENGINEER WILL NOT BE R ISPUNSIBLE FOR ANY ERRORS OR OMISSIONS WHICH �,,d F R F_N INCORPORATED INTO THESE DOCUMENTS A H&Si.JLT THEREOFLii -- 12 20 0o CITY OF FONTANA, CALIFORNIA c� JURURA AVENUE I DRAB ! BYE 0 A SCAB CCP SHOD DESIGNED BY: INDUSTRIAL WASTE .EWER RELOCATION DATE -- MPT NILE SHEET MAY 2000 BY.. PRO BY: DATE: DRAMW NG NO.: DHM 2884 4 6 A TING CITY ENGINEER R.C.E. No,'51152