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HomeMy WebLinkAbout2008-051 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION NO. 2008-51 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO WEKA, INC. FOR THE CONSTRUCTION OF SEWER FORCE MAIN AND COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE AND SEWER MAIN AND SEWER MAIN ENCASEMENTS AT MILL STREET (SW08-08), PER PROJECT PLAN NO. 12350. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Weka, Inc. 826 Brookside Avenue, Suite G, Redlands, CA 92373, is the lowest responsible bidder for the Construction of Sewer Force Main and Colton Lift Station Improvements at Inland Center Drive and Sewer Main and Sewer Main Encasements at Mill Street (SW08-08), per Project Plan No. 12350. A contract is awarded accordingly to said bidder in a total amount of $1,141,690.00, with a contingency amount of $187,056.50, but such award shall be effective only upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and directed to execute said contract on behalf of the City; a copy of the contract is on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. /1/ III 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO WEKA, INC. FOR THE CONSTRUCTION OF SEWER FORCE MAIN AND COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE AND SEWER MAIN AND SEWER MAIN ENCASEMENTS AT MILL STREET (SWOIl-08), PER PROJECT PLAN NO. 12350. I HEREBY CERTIFY that the foregoing Resolution was du1y adopted by the Mayor joint and Common Council of the City of San Bernardino at a regular meeting thereof, held on the 19th day of Februarv Council Members: AYES ESTRADA -X-- BAXTER x - BRINKER x DERRY x KELLEY x JOHNSON X x MC CAMMACK , 2008, by the following vote, to wit: NAYS ABSTAIN ABSENT ~h.~ City Clerk The foregoing resolution is hereby approved this <::.Us'- day of Februarv, 2008. ~~~ atrick J. Mom, yor City of San Bernardino Approved as to form: JAMES F. PENMAN, City Attorney .j/~ 2 FILE NO. 3.7747-2 COUNCIL MEETING-2/19/08 BOUND ITEM ACCT.N0. 242-362-5504-7747 RESOLUTION 2008-51 ITEM #11 F, CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12350 .., FOR CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08 .r. I-215 FREEWAY WIDENING, SEGMENT 3 Wc,i n ro o.54931& Exp.W'"r ... �r crvI� �•� \<4-of uoi9=-' • DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER, 2007 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON ANUARY 22 ,2008 VOLUME I �� SZW,4 /T FILE NO. 3.7747-2 ACCT.NO. 242-362-5504-7747 DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. ONE FOR BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12350 FOR CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08 I-215 FREEWAY WIDENING, SEGMENT 3 The Special Provisions for this project have been amended as follows: 1. The BID SCHEDULE is revised as follows: REVISE DESCRIPTION OF BID SCHEDULE NO. 1,ITEM NO. 8: IS: 16" WELDED STEEL ENCASEMENT & SUPPORTS, at Dollars & Cents per LIN.FT. WAS: 16"WELDED STEEL ENCASEMENT&SUPPORTS, at the Lump Sum price of Dollars & Cents per LIN.FT. The revised BID SCHEDULE sheet reflecting the revised Bid Item is attached and a part of this ADDENDUM NO. ONE. The attached REVISED BID SCHEDULE SHEET must be used by the BIDDER when submitting BID DOCUMENTS to the CITY. Bidders submitting Bid Documents using unrevised Bid Schedule sheets will be considered as non- responsive bidders. ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO.12350 JANUARY 10, 2008 ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AT THE BOTTOM OF THE BIDDER'S INFORMATION SHEET INCLUDED IN THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY ,/ DATE: /-70- ROBERT . EISENBEISZ ity Engineer ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12350 JANUARY 10, 2008 ATTACHMENT TO ADDENDUM NO. ONE ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12350 JANUARY 10, 2008 BID SCHEDULE NO. 1 PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of Dollars LS & Cents $ 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of Dollars LS & Cents $ 3. 1 LS DEMOLITION of Existing Sewer Lift Station FACILITIES, per Plan, at the Lump Sum price of Dollars LS & Cents $ 4. 1 LS CONSTRUCTION of SEWER LIFT STATION FACILITIES, per Plan, complete in place,at the Lump Sum price of Dollars LS & Cents $ 5. 1 LS SHORING of EXCAVATION,at the Lump Sum price of Dollars LS & Cents $ 6. 354 LF 10" HDPE SEWER FORCE MAIN, at Dollars & Cents per LIN.FT. $ /LF $ 7. 309 LF 10" STEEL SEWER FORCE MAIN, at Dollars & Cents per LIN.FT. $ /LF $ 8. 300 LF 16" WELDED STEEL ENCASEMENT & SUPPORTS, at Dollars & Cents per LM.FT. $ /LF $ B-2 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12350 JANUARY 10, 2008 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "BID and CONTRACT DOCUMENTS" for this project consists of five (5) parts as follows: PART I —Administration PART II — Special Provisions PART III - Federal Requirements PART IV - City of San Bernardino Municipal Water Department Standard Specifications & Special Conditions to the Standard Specifications The above 4 parts are bound together in one (1) manual titled `BID AND CONTRACT DOCUMENTS" PART V — PLAN NO. 12350, One (1) separately bound set as follows: Sheet-1 Title Sheet, Notes, Drawing Index & Vicinity Map Sheet-2 Construction Notes, Survey Control & Quantity Takeoff Sheet-3 Inland Center Drive Plan and Profile Sheet-4 Inland Center Drive Force Main Construction Phasing Plan Sheet-5 Inland Center Drive Piping Details Sheet-6 Colton Lift Station Demolition Plan Sheet-7 Colton Lift Station Piping Modifications Sheet-8 Single Line Diagram ( Electrical ) Sheet-9 Control Panel Schematic Sheet-10 Mill Street Plan& Profile Sheet-11 Miscellaneous Details Sheets-12-16 Worksite Traffic Control Plans TABLE OF CONTENTS VOLUME I DESCRIPTION OF DOCUMENTS PARTI ADMINISTRATION PAGE NUMBERS NOTICE INVITING SEALED BIDS A-1 BID DOCUMENTS BID FORM B-1 BID SCHEDULE B-2 BIDDER'S INFORMATION AND SIGNATURE C-1 BIDDER'S ACKNOWLEDGEMENT OF ADDENDUMS C-1 SPECIAL NOTICE C-2 BIDDER'S LIST OF SUB-CONTRACTORS(DBE&NON-DBE)-PART I C-3 BIDDER'S LIST OF SUB-CONTRACTORS(DBE&NON-DBE)-PART II C-4 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-5 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION C-6 PUBLIC CONTRACT CODE C-7 NON-CONCLUSION AFFIDAVIT C-9 DEBARMENT AND SUSPENSION CERTIFICATION C-10 CERTIFICATION (of foregoing questionnaire and statements) C-11 NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS) C-12 FORM OF BID BOND C-15 REFERENCES C-16 LOCAL AGENCY—DBE—INFORMATION (Sample) C-17 PART II SPECIAL PROVISIONS SECTION INSTRUCTIONS TO BIDDERS PAGE NUMBERS NUMBERS SECTION 1 SPECIFICATIONS AND PLANS SP-1 1-1.01 GENERAL SP-1 1-1.02 DEFINITIONS SP-1 1-1.03 STANDARD SPECIFICATIONS SP-2 1-1.04 TAXES SP-3 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS SP-3 1-1.06 PLANS AND SPECIFICATIONS TO BE PROVIDED SP-3 1-1.07 ADDENDA OR BULLETINS SP-3 SECTION 2 BID REQUIREMENTS AND CONDITIONS SP-4 2-1.01 GENERAL SP-4 2-1.02 FEDERAL LOBBYING RESTRICTIONS SP-5 2-1.03 DISADVANTAGED BUSINESS ENTERPRISES SP-6 2-1.04 DBE PARTICIPATION LEVEL SP-9 2-1.05 SUBMISSION OF DBE INFORMATION SP-9 2-1.06 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS SP-10 2-1.07 WITHDRAWAL OF BIDS SP-11 2-1.08 IRREGULAR BIDS SP-11 2-1.09 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT SP-11 SECTION 3 AWARD AND EXECUTION OF CONTRACT SP-12 3-1.01 GENERAL SP-12 3-1.02 CONTRACT BONDS SP-12 3-1.03 DISQUALIFICATION OF BIDDERS SP-12 3-1.04 AWARD OF CONTRACT SP-13 3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS SP-13 3-1.06 REQUIRED INSPECTION OF THE SITE SP-14 SECTION 4 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK,TIME OF COMPLETION AND LIQUIDATION DAMAGES SP-15 4-1.01 GENERAL SP-I5 4-1.02 PRE-CONSTRUCTION MEETING SP-15 4-1.03 NOTICE TO PROCEED SP-15 4-1.04 WORKING DAYS SP-15 4-1.05 LIQUIDATED DAMAGES SP-15 4-1.06 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS SP-16 4-1.07 INSPECTION SP-16 4-1.08 PERMITS AND LICENSES SP-16 SECTION 5 GENERAL-MISCELLANEOUS SP-17 5-1.01 LABOR NONDISCRIMINATION SP-17 5-1.02 RESPONSIBILITY FOR DAMAGE SP-17 5-1.03 DIFFERING SITE CONDITIONS SP-17 5-1.04 SUSPENSION OF WORK SP-18 5-1.05 PUBLIC SAFETY SP-I9 5-1.06 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES SP-20 5-1.07 SUBCONTRACTING AND DBE RECORDS SP-21 5-1.08 DBE CERTIFICATION STATUS CHANGE SP-22 5-1.09 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS SP-22 5-1.10 SUBCONTRACTING SP-23 5-1.11 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS SP-24 5-1.12 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS SP-25 5-1.13 PAYMENT OF WITHHELD FUNDS SP-25 5-1.14 INSURANCE REQUIREMENTS SP-26 5-1.15 LIABILITY INSURANCE SP-26 5-1.16 WORKERS' COMPENSATION INSURANCE SP-27 5-1.17 PAYMENT OF PREVAILING WAGE RATE SP-27 5-1.18 PAYROLL RECORDS SP-28 5-1.19 CONTRACTOR'S LIABILITY SP-28 5-1.20 ATTORNEY'S FEES AND ARBITRATION SP-29 5-1.21 CITY BUSINESS REGISTRATION CERTIFICATE SP-29 SAMPLE INSURANCE FORM SP-30 SAMPLE INSURANCE FORM SP-31 SECTION 6 GENERAL SP-32 6-1.01 INCREASED OR DECREASED QUANTITIES SP-32 6-1.02 SOUND CONTROL REQUIREMENTS SP-32 6-1.03 NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES) REQUIREMENTS SP-33 6-1.04 PERMITS AND LICENSE SP-37 6-1.05 EXTRA WORK AND MARKUP SP-37 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS SP-38 6-1.07 PAYMENTS SP-39 6-1.08 PROJECT APPEARANCE SP-39 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL SP-39 6-1.10 SURVEYING SERVICE SP-39 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT SP-40 6-1.12 PROJECT ERRORS,OMISSIONS,INCONSISTENCIES AND/OR DISCREPANCIES SP-40 6-1.13 EMERGENCY INFORMATION SP-41 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS SP-41 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY SP-41 6-1.16 SAFETY SUPERVISOR AND MEETINGS SP-41 6-1.17 MEETINGS SP-42 6-1.18 PAYMENT SP-42 SECTION 7 UTILITIES SP-43 7-1.01 GENERAL SP-43 7-1.02 CONTRACTOR'S RESPONSIBILITY SP-46 7-1.03 COOPERATION AND COLLATERAL WORK SP-46 7-1.04 UTILITIES NOTIFICATION SP-47 7-1.05 UTILITIES INTERFERENCE SP-47 7-1.06 PAYMENT SP-47 SECTION 8 DESCRIPTION OF WORK SP-48 8-1.01 DESCRIPTION SP-48 8-1.02 ORDER OF WORK SP-48 8-1.03 CLEAN-UP AND DUST CONTROL SP-48 8-1.04 PROJECT LOCATIONS SP-49 8-1.05 PRE-BID INQUIRES SP-49 SECTION 8-2 MATERIALS-MISCELLANEOUS SP-50 8-2.01 BUY AMERICA REQUIREMENTS SP-50 8-2.02 APPROVED MATERIALS SP-51 8-2.03 CITY-FURNISHED MATERIALS SP-51 SECTION 9 TRAFFIC CONTROL SP-52 9-1.01 GENERAL SP-52 9-1.02 TURN RESTRICTIONS SP-53 9-1.03 PARKING RESTRICTIONS SP-53 9-1.04 TRAFFIC LANES SP-53 9-1.05 PUBLIC CONVENIENCE SP-54 9-1.06 FLASHING ARROW SIGNS SP-54 9-1.07 LANE CLOSURE SP-54 9-1.08 PAYMENT SP-55 SECTION 10 MOBILIZATION SP-56 10-1.01 GENERAL SP-56 10-1.02 PAYMENT SP-56 SECTION 11 THROUGH SECTION 25 -- BLANK SP-57 SECTION 26 REINFORCED CONCRETE PIPE SP-58 26-1.01 GENERAL SP-58 26-1.02 SHORING OF EXCAVATION SP-58 26-1.03 PERFORMANCE SP-59 26-1.04 - 26-1.06 BLANK SP-59 26-1.07 PAYMENT SP-60 SECTION 27 CONCRETE STRUCTURES SP-61 27-1.01 GENERAL SP-61 27-1.02 PAYMENT SP-61 SECTION 28 IMPORTED BACKFILL AS ORDERED BY THE ENGINEER SP-62 28-1.01 GENERAL SP-62 28-1.02 PAYMENT SP-62 SECTION 29 SHORING OF EXCAVATION SP-63 29-1.01 GENERAL SP-63 29-1.02 PERFORMANCE SP-63 29-1.03 PAYMENT SP-64 SECTION 30 THROUGH SECTION 32 -- BLANK SP-65 SECTION 33 SEWER PIPE AND RELATED FACILITIES SP-66 33-1.01 GENERAL SP-66 33-1.02 CUT AND RECONNECTION TO EXISTING SEWER SP-66 33-1.03 SHOP DRAWING AND MATERIAL SUBMITTALS SP-66 33-1.04 ABANDONMENT OF CONDUITS AND STRUCTURES SP-67 33-1.05 BYPASSING SEWAGE SP-67 33-1.06 PAYMENT SP-67 SECTION 34 MANHOLES SP-69 34-1.01 GENERAL SP-69 34-1.02 PAYMENT SP-69 SECTION 35 TRENCHING/BACKFILL AND RESTORATION OF ASPHALT CONCRETE PAVEMENT SP-71 35-1.01 GENERAL SP-71 35-1.02 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH SP-71 35-1.03 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL SP-72 35-1.04 BACKFILLING AND DENSIFICATION SP-728 35-1.05 ASPHALT CONCRETE SP-72 35-1.06 AGGREGATE BASE SP-72 35-1.07 TEMPORARY RESURFACING SP-73 35-1.08 PERMANENT RESURFACING SP-73 35-1.09 PAYMENT SP-73 SECTION 36 THROUGH SECTION 49 -- BLANK SP-75 SECTION 50 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-76 50-1.01 GENERAL SP-76 50-1.02 PAYMENT SP-77 PART III FEDERAL REQUIREMENTS PAGE NUMBERS FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTURCTION PROJECTS FR-1 VOLUME I I PART IV CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD SPECIFICATIONS & SPECIAL CONDITIONS STANDARD SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION OF DOMESTIC WATER SYSTEMS APPENDIX FEDERAL AND STATE MINIMUM WAGES STRUCTURAL CALCULATIONS FOR 12"&36" DIAMETER PIPE ENCASEMENTS-MILL STREET PUBLIC WORKS & TRANSPORTATION STANDARD DRAWINGS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION ENGINEER'S ESTIMATE(RANGE ONLY): $1.500,000 to 5E800,000 NOTICE INVITING SEALED BIDS NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 in accordance with Special Provision No. 12350 in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope Said bids will be received up to the hour of 2:00 p.m., on Tuesday , January 22 , 2008, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. No bid will be received unless it is made on a bid form furnished by the City with the unit price written in words and also shown in figures for each item, and with the total of each item and total of all items filled in. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of 10% of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of 10% shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better and bonds issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570, who is authorized to issue bonds in State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of both the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. A-1 Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. The Contractor shall pay the higher of the latest State or Federal Prevailing Wage Determination Said prevailing rates of wages shall conform to Section 1773 of the Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations and the U.S. Department of Labor, Wage and Hour Division's prevailing wage rates to be paid on federally funded or assisted construction projects.. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov and the U.S. Department of Labor web site at http://www.access.gpo.gov/davisbacon/index.htnd. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50% of the contract price. A Non-mandatory Pre-Bid Meeting will be held on Wednesday , January 9 , 2008 , at 2:00 p.m. in the office of the City Engineer, Public Works Division, Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information and answer questions regarding project requirements, and to inform bidders of subcontracting and material supply opportunities. Bidder's attendance at this meeting is recommended, but attendance is not mandatory. Certified Disadvantaged Business Enterprise (DBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 can be obtained by accessing the United Certification Program DBE directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/beplindex. A-2 The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The City reserves the right to take all bids under advisement for a period of 90 days. Plans and Specifications may be obtained from the City Engineer's Office, third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plan and Special Provisions may be mailed for an additional charge of $5.75 per set. Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City of San Bernardino City Engineer's Office 300 North"D" Street, Third Floor San Bernardino, CA 92418 Subject: CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER ENCASTMENTS AT MILL STREET PLANS & SPECIAL PROVISIONS NO. 12350 (SW 08-08) I-215 FREEWAY, SEGMENT 3 Attention: Robert Sepulveda, Associate Engineer, Project Manager Telephone: (909) 384-5167; Fax: (909) 384-5155 E-mail: sepulveda_ro @sbcity.org CITY OF SAN BERNARDINO j, et K , 1444 RACHEL G. CL A City Clerk NOTICE TO ADVERTISE SPECIFICATION NO: 12350 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 12/14/07 and 12/20/07 FIVE DAYS BETWEEN FIRST &SECOND PUBLICATION SIGNATURE: DATE: A-3 BID DOCUMENTS BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08 I-215 FREEWAY WIDENING, SEGMENT 3 in strict conformity with Plans and Special Provisions No. 12350, of the Public Works Division, Department of Development Services for the City of San Bernardino, the City of San Bernardino Municipal Water Department Standard Specifications and also in accordance with Standard Specifications for Public Works Construction, 2007 Edition. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: B-1 BID SCHEDULE NO. 1 PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of 1wni n ii 41,d,45,,,,,/ Dollars LS & Afo Cents $ Zo day.4,i___ 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of -live /I u'5 ,(L Dollars LS & B/L) Cents $ 5 6120.a) 3. 1 LS DEMOLITION of Existing Sewer Lift Station FACILITIES, per Plaan, at the Lump Sum price of Dollars LS & NJ Cents $ ADS GrA2,o,) 4. 1 LS CONSTRUCTION of SEWER LIFT STATION FACILITIES, per Plan, complete nin place,at the Lump Sum price of ,, 1iw t.64e �eti/ I ac gdi Slti Dollars LS & ,t.0 Cents $ 22) 000,OJ 5. 1 LS SHORING of EXCAVATION,at the Lump Sum price of 4:►„r{ / h &4 (tn.,,. 4.r,....4t4' „S?-vi-o l) Dollars LS & NA) Cents $. /Y/6'.00) 6. 354 LF 197 HDPE§E ER FO CE-MAIN, at 4,10 Lk rC r to-c., Dollars & Nd J ts per LIN.FT. $22f /LF $ 7?6 5-0,c) 7. 309 LF 10" STEELS WER FORCE MAIN, at '1W, A c�,, k 1 Dollars /LF $ b// I g00.DU & Cents per LIN.FT. $ �� 1 8. 300 LF 16" WELDED STEEL ENCASEMENT & SUPPORTS, at 64-12 4,w„ Dollars / & ^!L) Cents per LIN.FT. $� 1X.')/LF $ l)27,oww,o B-2 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12350 rnemAON/In flnno BID SCHEDULE NO. 1 PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9. 1 LS COMBINATION AIR VALVE & FACILITIES, per Plan, connected to Sewer Force ain, complete in place,at the Lump Sum price of A . L . Q Doll. s LS & ,,,v.9 Cents $ /O 000,i./..) 10. 1 EA CONSTRUCT INVERT in Existing SEWER MANHOLE,including Manhole Reconstruction as required, at 6v k r /44 4 I Dollars i/ �/ & 11D Cents per EACH $ /A2 /EA $ 7 0J•a) 11. 1 LS ABANDONMENT of MANHOLES and SEWER MAIN, er Plan,at the Lump Sum price of it,,Clive ;a4' Dollars LS & �4 l Cents $ l? O. 12. 345 TN IMPORTED BACKFrILL, as ordered by the Engineer,at (50c ie' ) Dollars J// & /JO Cents per TON $1b,Do /TN $ S520,JO 13. 1 LS TRENCHING I BACKFILL & RESTORATION of ASPHA T PAVEMENT, at th�/Lump Sr price of J e;6 1+/ .J Lh.Bhfl. Dollars & N0 Cents LS $ 2z 000, 14. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTI N 6-1.03, at the Lump Sum pricwf do (6.,)I-J �.t,,,s{ , Dollars & 104) Cents LS $ 2�,,�'bD_ 15. 1 LS SURVEYING SERVICE, per SECTION 6-1.10 at the Lump Sum rice of y;, ilat 5�,,,6,/ Dollars & Nv Cents LS $ ?ova. TOTAL BID SCHEDULE NO. 1 $ 6140� g8(0..9n B-3 BID SCHEDULE NO. 2 PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES I. 1 LS MOBILIZATION, at the Lump Sum price of A fi rtnt {ioticrj e,iJ�-t 4 to/O A;e0e4t" Dollars LS & �AA0 Cents $ Q Q f?ea Oa 2. 1 LS TRAFFIC CONTROL, at th ump Sum price of Seal lioh5.1, Dollars LS & A)O Cents $ 20/000 CA) 3. 626 LF EXCAVATION AND DEMOLITION of Existing Sewer Main Facilities, at f(it' de 645 Dollars & NO Cents per LIN.FT. $C 00 /LF $ 3 /30.O O 4. 1 LS SHORING OF EXCAVATION, at the[lump Sum price 4i 6(a-W' �w4,,>Lie2 V s �Io / Dol ars _ & v Cents LS $ /85 2-v0 No h,R4 5. 626 LF 12" DIP SEWER MAIN, at j —l� >13,0c) 612 33p, '� ffecA 4.4 f/ Dollars ,,�,,, „i)� gy o & /0(.2 Cents per LIN.FT. $ jlfru 'LF $ 6. 626 LF CONCRETE ENCASEMENT for 12” SEW R i MAIN,Complete in Place per Plan, at Opt Dollars //�,,�� & �J Cents per LIN. FT. $ �Jo`t?LF $ �6 b/. 7. 587 LF CONCRETE ENCASEMENT for 36" SEWS A MAIN,Complete in Place per Plan, at t z( y > Dollars J / �q �J & "" ' N� Cents per LIN.FT. $--3/-"` /LF $ / u 1,o`!6 OJ B-4 BID SCHEDULE NO. 2 PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 1 LS CONSTRUCT SECTIONS of 18"&24" RCP STORM DR INS,,,per Plan at the Liqp Sum price of f to dvt iitdz?.> Dollars LS & N J Cents $ /2 0a),uJ 9. 1 LS TRENCHING/BACKFILL & RESTORATION of ASPHALT-PAVEMENT, at the Lymp Sum price of eeJ I) } Dollars Fig 41,/ Cents LS $ pig Olt,00 10. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, a the L mp�um,p rice of �v f, faJ 0,,K yFta Dollars LS & ./4-41 Cents $ 2.57- 0. CI) 11. 1 LS SURVEYING SERVICE,per SECTION 6-1.10 at the Lump Sum price of 17 vo SJ.i. Kre t t Dollars LS & 4)J Cents $ 2 0` TOTAL BID SCHEDULE NO. 2 $ 3-30, N6'l 00 B-5 SUMMARY OF BID SCHEDULES PLAN AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 BID TOTALS INLAND CENTER DRIVE BID SCHEDULE NO. 1 TOTAL BID $ (toy se 6.o, MILL STREET BID SCHEDULE NO. 2 TOTAL BID $ 53d, fO y,00 GRAND TOTAL BID $ 1, /y/� 6°? 1€ ©o BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing in the Bid Schedules must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"figures. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the City. Failure to do so will result in the bid being non-responsive. The CITY shall award a contract to the lowest responsible bidder for the GRAND TOTAL BID (Sum of BID SCHEDULES NO. 1 and 2). Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes and supplies necessary to compete the project, as based on the City Engineer's estimate of quantities of work. BIDDER declares that this BID is based upon careful examination of the work site, Bid and Contract Documents. The Contractor awarded this project shall be required to provide one (1) SWPPP ( Storm Water Pollution Prevention Plan)for the entire project, consisting of the work areas defined in Bid Schedules No. 1 and No.2. The BIDDER shall distribute the estimated cost of providing the SWPPP to each Bid Schedule at the discretion of the BIDDER. B-6 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the"Notice to Proceed", and shall be completed within 145 working days from the date of said notice, as directed in SECTION 4 of these Special Provisions. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time,the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: 6-70 Ai j CLASSIFICATION: 4 DATE: zf:3o "t7)X FIRM NAME: ___44) (— BUSINESS ADDRESS: $' A/ o/c ,):? , /,ao Ssz 6. A,(� Cr 2`Z 3 7 3 BUSINESS PHONE: 9n-7f 31i( FAX: ii`i-793-6d ye' CELL: fv t'Y>°-yY7,,f If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation, give the names of the president, secretary,treasurer and manager thereof: Coeldmo_) Is Bidder currently a certified DBE? Yes >( o ❑ Legal Status of Firm NAME(S) ADDRESS(ES) ii % Ynr'S« 7/77 /�+*N t;�� fiy �(� �J C rZJ 7.) d S/K f C._ %/Z /1/P46„,„ *r /6//s. 6 1137 /.�g.V15-1 .986?3 r-ot e;rin 1.-ttziktalA44 a4 L 3 SIGNATURE OF BIDDE :�� mot- Dated: -S4v � ? ,20 Cl()' BIDDER'S ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: 1-70-0K ADDENDUM NO. 2 DATE: ADDENDUM NO. 3 DATE: ADDENDUM NO. 4 DATE: C-1 ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the sub-section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed subcontractors be listed in the bidder's bid documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the bid for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or $10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing subcontractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. The subcontractor listing requirement referred to above is in addition to the DBE subcontractor listing on the LOCAL AGENCY BIDDER — DBE INFORMATION form, a sample of which is included at the end of these BID DOCUMENTS. The responsive low-bidder will be required to submit the LOCAL AGENCY BIDDER—DBE INFORMATION form to the City Engineer before the Contract is submitted to the Mayor and Common Council for award. 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'",C (...,-- " - • 0 '''Is ‘'.• 0 ,C C.) .J WORKERS' COMPENSATION INSURANCE CERTIFICATION The Contractor shall execute the following form as required by the California Labor Code, Section 1860 and 1861: I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: i/ca 4).84 A✓ c= ( Contractor) By: ( Title ) Attest: i! By. ( Title ) C-5 (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder t.)//q , proposed subcontractor , hereby certifies that he has x , has not articipated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246 and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor ( 41 CFR 60-1.7 (b) (1) ), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5 ( Generally only contracts or subcontracts of$10,000.00, or under, are exempt). Currently, Standard Form 100 (EE-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filled the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. C-6 01/22/2008 11:09 9093350433 PALM CANYON PAGE 02 Jan 22 08 10:52a Carol Mercier - . 909-793-6848 p2 (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder ljj; • `,v G , proposed subcontractor , , C , hereby certifies that he has X , has not , paxuctpated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246 and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. • NOTE: The above certification Is required by the Equal Employment Opportunity Regulations of the Secretary of Labor ( 41 CFR 60.1.7 (b) (1) ), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5 ( Generally only contracts or subcontracts of 510,000.00,or under,are exempt). Currently, Standard Form 100 (EE-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders sad have sot filled the required reports should note that 41 CFR 60-1.7(bx1) prevents the award of contracts sad subcontracts unless such contractor submits a report cowering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 4- C-6 • 77 !t ;72. v/ D2'2 g-0 �� / (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder W174 , proposed subcontractor C,T,2/i , hereby certifies that he has , has not _.participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246 and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor ( 41 CFR 60-1.7 (b) (1) ), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5 ( Generally only contracts or subcontracts of$10,000.00, or under, are exempt). Currently, Standard Form 100 (EE-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filled the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. C-6 I ' f (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT.AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder 4J174¢ ,1,C— , proposed subcontractor f•�9TaFoifit /Tcr/tiaCo4( c , hereby certifies that he has , has not participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246 and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor ( 41 CFR 60-1.7 (b) (1) ), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5 ( Generally only contracts or subcontracts of$10,000.00, or under, are exempt). Currently, Standard Form 100 (EE-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filled the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. '/7 C-6 PUBLIC CONTRACT CODE Public Contract Code Section 10285.1 Statement In accordance with Public Contract Code Section 10285.1 ( Chapter 376, Stats. 1985 ), the bidder hereby declares under penalty of perjury that the bidder has , has not been convicted within the preceding 3 years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of any Public Works contract, as defined in Public Contract Section 1101, with any public entity as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after"has"or"has not" in one of the blank spaces provided. The above statement is part of the Bid. Signing this Bid on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. C-7 Public Contract Code Section 10162 Questionnaire In conformance with Public Contract Code Section 10162,the Bidder shall complete,under penalty of perjury, the following questionnaire: Has the bidder, any officer of the Bidder,or any employee of the Bidder who has a proprietary interest in the Bidder,ever been disqualified,removed,or otherwise prevented from bidding on, or completing a federal, state or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, explain the circumstances in the following space. Public Contract Code 10232 Statement In conformance with Public Contract Code Section 10232,the Contractor,hereby states under penalty of perjury that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board. Note: The above Questionnaire and Statement are a part of the Bid. Signing this Bid on the signature portion thereof shall also constitute signature of this Questionnaire and Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. C-8 NON-COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SAN BERNARDINO,DEVELOPMENT SERVICES DEPARTMENT, DIVISION OF PUBLIC WORKS. In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid, and will not pay any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non-Collusion Affidavit is part of the Bid. Signing this Bid on the signature portion thereof shall also constitute signature of this Non-Collusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. C-9 DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any person associated therewith in the capacity of owner, partner, director, officer, manager: Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; Has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; Does not have a proposed debarment pending; and Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any manner involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space: Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action: NOTES: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Bid. Signing this Bid on the signature portion thereof shall also constitute signature of this Certification. C-10 CERTIFICATION By my signature on this bid or proposal I certify, under penalty of perjury under the laws of the State of California, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations ( Chapter 5, Title 2 of the California Administrative Code ). By my signature on this bid or proposal I further certify, under penalty of perjury under the laws of the State of California and the United States of America, that the Title 23 United States Code, Section 112, Non-Collusion Affidavit and the Title 49 Code of Federal Regulations, Part 29, Debarment and Suspension Certification are true and correct. Date: `,-)44.E 2 2,-)08' (Name of Bidder) SIGN /3fcit- 4 l/irncI (Print Name of Person Signing) HERE (Signature of Bidder) Business Address: gJ6 /wiz //e,:e/&17) G 2372 Address of Residence: //2? ate„ < ,-.. 6t -7K C-11 NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief,that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment , or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in accordance with its instructions. NOTE: This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shalt be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed$100,000 and that all such sub-recipients shall certify and disclose accordingly. C-12 DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: ■ a. contract ■ a. hid/offer/annlication a. initial b. grant b. initial award b. material change c. cooperative agreement c. post-award d. loan For Material Change Only: e. loan guarantee year quarter f. loan insurance date of last report 4. Name and Address of Reporting Entity 5. If Reporting Entity in No.4 is Subawardee, Enter Name and Address of Prime: El Prime El Subawardee Tier ,if known Congressional District,if known Congressional District,if known 6.. Federal Department/Agency: 7. Federal Program Name/Description: CFDA Number,if applicable 8. Federal Action Number,if known: 9. Award Amount,if known: 10.. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual,last name,first name,MI) address if different from No. I Oa) (last name,first name,MI) (attach Continuation Sheet(s)if necessary) 11.. Amount of Payment(check all that apply) 13.. Type of Payment(check all that apply) $ ❑Actual El planned _ a. retainer b. one-time fee 12. Form of Payment(check all that apply): _ c. commission 8 a. cash — d. contingent fee b. in-kind; specify: nature e deferred — Value _ f. other,specify 14. Brief Description of Services Performed or to be performed and Date(s)of Service,including officer(s),employee(s),or member(s)contacted,for Payment Indicated in Item 11: (attach Continuation Sheet(s)if necessary) 15. Continuation Sheet(s)attached: Yes DI No ❑ �. 16. Information requested through this form is authorized by Title Signa refs- �I 31 U.S.C.Section 1352. This disclosure of lobbying reliance `� was placed by the tier above when his transaction was made or Print Name: h - ,4 /1 entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress ,r semiannually and will be available for public inspection. Any Title: /GES04r/ person who fails to file the required disclosure shall be subject to a civil penalty of not less than$10,000 and not more than Telephone No.: 229-79'B-322( Date: 4.ti 2Z 243 $100,000 for each such failure. Authorized for Local Reproduction Federal Use Only: Standard Form-LLL Standard Form LLL Rev.09-12-97 C-13 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. Section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported,enter the year and quarter in which the change occurred. Enter the date of the last,previously submitted report by this reporting entity for this covered Federal action. 4. Enter the full name,address,city, State and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee,e.g.,the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts,subgrants and contract awards under grants. 5. If the organization filing the report in Item 4 checks "Subawardee"then enter the full name,address,city, State and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example,Department of Transportation,United States Coast Guard. 7. Enter the Federal program name or description for the covered Federal action(item 1). If known,enter the full Catalog of Federal Domestic Assistance(CFDA)number for grants,cooperative agreements,loans and loan commitments. 8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g.,Request for Proposal(RFP)number,Invitation for Bid(IFB)number,grant announcement number,the contract grant. or loan award number,the application/proposal control number assigned by the Federal agency). Include prefixes,e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency,enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10. (a)Enter the full name,address,city,State and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. (b)Enter the full names of the individual(s)performing services and include full address if different from 10(a). Enter Last Name,First Name and Middle Initial(Ml). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity(item 4)to the lobbying entity(item 10). Indicate whether the payment has been made(actual)or will be made(planned). Check all boxes that apply. If this is a material change report,enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other,specify nature. 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s)of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s)or employee(s)contacted or the officer(s) employee(s)or Member(s)of Congress that were contacted. 15. Check whether or not a continuation sheet(s)is attached. 16. The certifying official shall sign and date the form,print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources,gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project(0348-0046), Washington,D.C.20503. SF-LLL-Instructions Rev.06-04-90«ENDIF» C-14 • • FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, WEKA, INC. as Principal,and WESTERN SURETY COMPANY as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee" in the penal sum of ten percent ( 10%1 of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors. administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee,a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing,for the CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION, INLAND CENTER DR AND MILL STREET NEAR I-215 (Copy here the exact title description of work, including location as it appears on the proposal for which bids are to be opened on JANUARY 22, 2008 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid)and shall furnish a bond for his faithful performance of said contract,and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does hereby waive notice of any such extension. Signed, this 18th day of JANUARY , 20 08 . IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first mentioned. WEKA, INC. (SEAL) WESTERN SURETY COMPANY (SEAL) Princippl Surety y �n By: /C By: � � �%3y C,. Signature Signature 8►� S� acid- A //ijAcE A55/44.r SHANNON M. LOPEZ, ATTOR0 N—FACT Printed Name and Title Printed Name and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form C-15 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of San Bernardino On January 18, 2008 before me Kathleen Ryan,Notary Public , personally appeared Shannon M. Lopez who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature(s)on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. KATHLEEN RYAN WITNESS my and and official seal. n _,, ;, COMM. #1678421 NOTARY PUBLIC-CALIFORNIA / U I SAN BERNARDINO, COUNTY Signatur - - _. `w (Seal) �' My Comm.Exp.JULY 26.2010 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER Form of Bid Bond Title(s) Title or Type of Document ❑ PARTNERS LIMITED GENERAL 1 Z. ATTORNEY-IN-FACT Number of Pages TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER: January 18, 2008 Date of Document SIGNER IS REPRESENTING: Western Surety Company Weka, Inc. Signer(s) other than Named Above Western Surely Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Peter M Davis, Kenzie K Thompson, Shannon M Lopez, Gale Delo, Martin M Davis, Individually of Redlands,CA,its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 23rd day of February,2007. S,►aCT WESTERN SURETY COMP ANY N D � Paul .Bruflat,Senior Vice President State of South Dakota ss County of Minnehaha On this 23rd day of February,2007,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires D. KRELL November 30,2012 + NOIC f f S OUTH TARY DAKOTA PUBL al D.Krell,No ary Public CERTIFICATE I, L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 18th day of January , 2008 yq`¢ryc WESTERN SURETY COMPANY Vie pPOq ;a Nit a 11A. AVM rlf or* L.Nelson,Assistant Secretary Form F4280-09-06 Authorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President,any Vice President, Secretary,any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. • - CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of 5a tA_ /S24 -q On 1 ' 1 - 0 before me, C0 %1(U J "`kiV C I ' .A/ / y Date . Here Insert Name and Title of the Officer personally appeared 1aQ l X1/1 `e Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that .�{ he/she/they executed the same in his/her/their authorized CAROL J.MERCIER capacity(ies), and that by his/her/their signature(s) on the Commission#1503083 [ instrument the person(s), or the entity upon behalf of . j;» Notary Public-California San Bernardino County which the person(s) acted, executed the instrument. My Comm.Expires Jul 24,2008 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature C'�^' `u -)1/ -P/Le' C4 Place Notary Seal Above Signature of Nry Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited CI General RIGHT THUMBPRINT ❑ Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑ Trustee Top of thumb here El Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: ✓. .:✓,,!:'✓4\•!44_. ..:�5�.�:_✓,:,`yt ✓..✓,✓,.may,,✓ ✓:✓i _4✓4\ ©2007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313.2402•www.NationalNotary org Item#5907 Reorder:Call Toll-Free 1-800-876-6827 PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2007 Edition, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: Agency - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer, Division of Public Works, Department of Development Services for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and worked involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the City of San Bernardino's Development Services Department office, located in the City of San Bernardino's Development Services Department. The City of San Bernardino's Development Services Department mailing address is: City of San Bernardino Development Services Department 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 SP-1 Resident Engineer - The Resident Engineer is the City of San Bernardino's Or Engineer, City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications, dated MAY, 2006, of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the Appendix of these Specifications. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. SP-2 Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction (green book) latest edition. 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be mailed, faxed, or delivered to each person receiving a set of such documents. The Engineer will not be responsible for any explanation or interpretation of the proposed documents. 1-1.06 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The City will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. 1-1.07 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the City. SP-3 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must be submitted on the bid form contained herein. All bids or bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the Bid. Such cash, check or bond shall be given a guarantee that the bidder will enter into the contract, if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as a forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of these Special Provisions. Notarization of both the signature of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. When cross sections are included with the contract Plans, it is expressly understood and agreed that said cross sections do not constitute part of the contract, do not necessarily represent actual site conditions or show location, character, dimensions and details of work to be performed, and are included in the Plans only for the convenience of bidders and their use is subject to all the conditions and limitations set forth in Section 3-1.06 of these Special Provisions. When cross sections were not included in the Plans but are available, bidders or Contractors may inspect such cross sections and obtain copies for their use, at their expense. In accordance with Public Contract Code Section 7106, a Non-collusion Affidavit is included in the Bid Documents. Signing the bid shall also constitute signature of the Non- collusion Affidavit. This project is subject to the "BUY AMERICA" provisions of the SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982, as amended by the INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991. See Section 8-2 of these Special Provisions. SP-4 2-1.02 FEDERAL LOBBYING RESTRICTIONS -- Section 1352, Title 31, United States Code prohibits Federal funds from being expended by the recipient or any lower tier sub- recipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a Federal agency or Congress in connection with the awarding of any Federal-aid contract, the making of any Federal grant or loan, or the entering into of any cooperative agreement. If any funds other than Federal funds have been paid for the same purposes in connection with this Federal-aid contract, the recipient shall submit an executed certification and, if required, submit a completed disclosure form as part of the bid documents. A certification for Federal-aid contracts regarding payment of funds to lobby Congress or a Federal agency is included in the bid. Standard Form - LLL, "Disclosure of Lobbying Activities", with instructions for completion of the Standard Form is also included in the bid signing the bid shall constitute signature of the Certification. The above-referenced certification and disclosure of lobbying activities shall be included in each subcontract and any lower-tier contracts exceeding $100,000.00. All disclosure forms, but not certifications, shall be forwarded from tier to tier until received by the Engineer. The Contractor, subcontractors and any lower-tier contractors, shall file a disclosure form at the end of each calendar quarter in which there occurs any event that required disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by the Contractor, subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the information reported includes: (1) A cumulative increase of $25,000.00 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered Federal action; or (2) A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal action; or, (3) A change in the officer(s), employee(s), or Member(s) contacted to influence or attempt to influence a covered Federal action. SP-5 2-1.03 DISADVANTAGED BUSINESS ENTERPRISE -- This project is subject to Part 23, Title 49, Code of Federal Regulations entitled, "Participation By Minority Business Enterprises In Department of Transportation Programs". The Regulations in their entirety are incorporated herein by this reference. Disadvantaged business enterprises (DBEs), as defined in 49 CFR part 26 are encouraged to participate in the performance of contracts financed in whole or in part with Federal Funds. The Contractor should ensure that DBEs have the opportunity to participate in the performance of this contract and shall take all necessary and reasonable steps for this assurance. The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of subcontracts. Bidders shall be fully informed respecting the requirements of the Regulations and the Department's Disadvantaged Business (DBE) Program developed pursuant to the Regulations. Particular attention is directed to the following matters: (a) A DBE must be a small business concern as defined pursuant to Section 3 of U.S. Small Business Act and relevant regulations promulgated pursuant thereto; (b) A DBE may participate as a prime contractor, subcontractor,joint venture partner with a prime or subcontractor, vendor of material or supplies, or as a trucking company; (c) Intentionally left blank; (d) A DBE joint venture partner must be responsible for specific contract items of work or portions thereof. Responsibility means actually performing, managing and supervising the work with its own forces. The DBE joint venture partner must share in the capital contribution, control, management, risks and profits of the joint venture. The joint venturer must submit the joint venture agreement with the DBE Information Form required in the Section entitled "Submission of DBE Information" of these Special Provisions; (e) A DBE must perform a commercially useful function, i.e., must be responsible for the execution of a distinct element of the work and must carry out its responsibility by actually performing, managing and supervising the work; (f) DBEs must be certified by the California Unified Certification Program (CUCP), in conformance with Title 49, Code of Federal Regulations, Part 26, as of the date of bid opening. The California Unified Certification Program (UCP) has been established by CALTRANS, with two Regional DBE Certification Clusters throughout the state designated by geographical boundaries to effectively facilitate statewide DBE certification activities. SP-6 (f) (cont.) It is the Contractor's responsibility to verify that DBEs are certified. Listings of certified DBEs are available from the following sources: 1. The CALTRAN'S "Civil Rights" web site: http://www.dot.ca.gov/hq/bep 2. The CALTRANS DBE Directory. This Directory may be obtained from the California State Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, CA 95815, Telephone: (916) 445-3520; (g) Credit for materials or supplies purchased from DBEs will be as follows: 1. If the materials or supplies are obtained from a DBE manufacturer, 100 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the Specifications. 2. If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a DBE regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. A person may be a DBE regular in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business as provided in this paragraph (g)2., if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not DBE regular dealers within the meaning of this paragraph (g)2. SP-7 3. Credit materials or supplies purchased from a DBE which is neither a manufacturer nor a regular dealer will be limited to the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and not excessive as compared with fees charged for similar services. (h) Credit for DBE trucking companies will be as follows: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE goal; 2. The DBE must itself own and operate at lease one fully licensed, insured, and operational truck used on the contract; 3. The DBE receives credit for the total value of the transportation services it provides on the contract using trucks it owns, insures, and operates using drivers it employs; 4. The DBE may lease trucks from another DBE firm, including an owner- operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the contract; 5. The DBE may also lease trucks from a non-DBE firm, including an owner-operator. The DBE who leases trucks from a non-DBE is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The DBE does not receive credit for the total value of the transportation services provided by the lessee, since these services are not provided by a DBE; 6. For the purposes of this paragraph (h), a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE; SP-8 (i) Noncompliance by the Contractor with the requirements of the regulations constitutes a breach of this contract and may result in termination of the contract or other appropriate remedy for such breach; (j) Bidders are encouraged to utilize services offered by financial institutions owned and controlled by DBEs. 2-1.04 DBE PARTICIPATION LEVEL -- There is no set goal for this project. The City encourages all qualified bidders to actively solicit qualified disadvantaged small business enterprises and afford them full opportunity to participate in response to this invitation. Bidders are advised that, as required by federal law, the State of California has established a statewide overall DBE goal. This City project is funded in part by Federal-aid, and as such, is considered to be part of the statewide overall DBE goal. The City is required to report to Caltrans on DBE participation for all Federal-aid contracts each year so that attainment efforts may be evaluated. 2-1.05 SUBMISSION OF DBE INFORMATION -- When requested, required DBE information shall be submitted on the "LOCAL AGENCY BIDDER — DBE INFORMATION" form, an sample of which is included in Part I of these Special Provisions. The Bidder is encouraged to make work available to DBEs and to select those portions of the work or material needs consistent with the available DBEs. If DBE information of the apparent successful bidder(low bidder) shall be requested and shall be submitted to the City of San Bernardino, Public Works Division, Third Floor of City Hall, 300 N. "D" Street, San Bernardino, California, by no later than 4:00 p.m. on the fourth day, not including Saturdays, Sundays and legal holidays, following bid opening. DBE information sent by U. S. Postal Service certified mail with return receipt and certificate of mailing and postmarked as mailed on or before the third day, not including Saturdays, Sundays and legal holidays, following bid opening will be accepted even if it is received after the fourth day following bid opening. Failure to submit the required DBE information by the time specified will be grounds for finding the bid non-responsive. Other bidders need not submit DBE information unless requested to do so by the City of San Bernardino Public Works Division. SP-9 The Bidder's DBE information shall include the names, addresses and phone numbers of DBE firms that will participate, with a complete description of work or supplies to be provided by each, the dollar value of each DBE transaction, and a written confirmation from the DBE that it is participating in the contract. A copy of the DBE's quote will serve as written confirmation that the DBE is participating in the contract. When 100 percent of a contract item of work is not to be performed or furnished by a DBE, a description of the exact portion of that work to be performed or furnished by that DBE shall be included in the DBE information, including the planned location of that work. A successful bidder certified as a DBE should describe the work it has committed to performing with its own forces as well as any other work that it has committed to be performed by DBE subcontractors, suppliers and trucking companies. 2-1.06 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. Bidders are cautioned that this listing requirement is in addition to the requirement to provide a list of DBE subcontractors after the opening of the Bids. The required DBE information shall be submitted on the "LOCAL AGENCY BIDDER — DBE ( Construction Contracts) INFORMATION" form. A sample of this form and instructions for filling out the form are provided in the Bid Documents Section, PART I of these Special Provisions. The purpose of the form is to collect data required under 49 CFR 26. Even if no DBE participation will be reported, the successful bidder must execute and return the form. SP-10 2-1.07 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the City's designated official prior to the bid opening hour stipulated in the "Notice Inviting Bids". The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the Bidder's bid guarantee. 2-1.08 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, proposal, modification, or withdrawal will be considered 2-1.09 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT No engineering or architectural firm which has provided design services for a project shall be eligible to bid on the contract to construct the project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. SP-11 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL — The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. Award of the contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the City as liquidated damages. 3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract is executed by the City in accordance with Section 2- 4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. 3-1.03 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one bid, all such bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill our all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. SP-12 3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal notice inviting sealed bids as may be required to provide for the best interest of the City. The Contractor's original signature on the Bid Document Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Document Form, the Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting Sealed Bids. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Notice Inviting Sealed Bids, the Instructions to Bidders, the Bid Document Form, the Plans, Special Provisions and Standard Specifications, Addenda, together with any attachments, shall be considered as part of the contract between the City and the Contractor to whom a Purchase Order is issued. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, and addenda, or any other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the City may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. D. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. SP-13 3-1.06 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface, of, and at, the site of the work. B. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. D. The information provided by the City is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. SP-14 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions in Section 6-1, "Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion" and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the contract by the Mayor and Common Council. The Contractor shall, at the time of notification, inform the Construction Engineer of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed will be issued within 10 working days of the Pre-Construction meeting. The Contractor shall immediately notify and obtain the approval of the Construction Engineer, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from commencing work as scheduled. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 145 WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. SP-15 In case all the work called for is not completed in all parts and requirements within the time specified, the City shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the City. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. The Contractor's proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required) shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of the Contract. The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.06 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting", of the Standard Specifications is superseded by these Special Provisions. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.07 INSPECTION -- The Contractor is responsible to notify the Public Works/Engineering Division 48 hours prior to start of any work. Any work performed without inspection by the City is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the City's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. 4-1.06 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor shall obtain a City Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2nd Floor, San Bernardino, CA 92418. SP-16 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 LABOR NONDISCRIMINATION -- Attention is directed to the following notice that is required by Chapter 5 of Division 4 of Title 2, California Administrative Code. NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM (GOV. CODE, SECTION 12990) Your attention is called to the "Nondiscrimination Clause", set forth in Caltrans Section 7-1.01A(4), "Labor Nondiscrimination", of the Caltrans Standard Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the "Standard California Nondiscrimination Construction Contract Specifications" set forth therein. The Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000.00 or more. The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The City shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of California Department of Transportation assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance. 5-1.02 RESPONSIBILITY FOR DAMAGE -- Attention is directed to the provisions in Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications. The Contractor shall indemnify and save harmless the City of San Bernardino, and all officers and employees thereof connected with the work, in accordance with the above section. 5-1.03 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. SP-17 Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the contract is warranted. No conflict adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. 5-1.04 SUSPENSION OF WORK -- In addition to the requirements specified in Section 6-3 of the Standard Specifications, the following shall apply: SUSPENSION OF WORK ORDERED BY THE ENGINEER -- If the performance of all or any portion of the work is suspended or delayed by the Engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the Contractor believes that additional compensation or contract time or additional compensation and contract time is due as a result of such suspension or delay, the Contractor shall submit to the Engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment. Upon receipt, the Engineer will evaluate the Contractor's request. If the Engineer agrees that the cost or time or cost and time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the Contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the Engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the contract is warranted. No contract adjustment will be allowed unless the Contractor has submitted the request for adjustment within the time prescribed. SP-18 No contract adjustment will be allowed under the provisions specified in this section to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided for or excluded under any term or condition of this contract. 5-1.05 PUBLIC SAFETY -- In addition to any other measures taken by the Contractor pursuant to the provisions of Section 7-10, "Public Convenience and Safety", of the Standard Specifications, the Contractor shall install temporary railing (Type K) between any lane carrying public traffic and any excavation, obstacle, or storage area when the following conditions exist: (1) Excavations -- Any excavation near the edge of which is 12 feet or less from the edge of the lane, except: (a) Excavations covered with sheet steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public. (b) Excavations less than one foot deep. (c) Trenches less than one foot wide for irrigation pipe or electrical conduit or excavations less than one foot in diameter. (d) Excavations parallel to the lane for the purpose of pavement widening or reconstruction. (e) Excavations in side slopes, where the slope is steeper than 4:1. (f) Excavations protected by existing barrier or railing. (2) Temporarily Unprotected Permanent Obstacles -- Whenever the work includes the installation of a fixed obstacle together with a protective system, such as a sign structure together with protective railing, and the Contractor elects to install the obstacle prior to installing the protective system; or whenever the Contractor, for his convenience and with permission of the Engineer, removes a portion of an existing protective railing at an obstacle and does not replace such railing complete in place during the same day. SP-19 (3) Storage Areas -- Whenever material or equipment is stored within 12 feet of the lane and such storage is not otherwise prohibited by the Specifications. Except for installing, maintaining and removing traffic control devices, whenever work is performed or equipment is operated in the following work areas the Contractor shall close the adjacent traffic lane unless otherwise provided in the Specifications: Approach speed of public traffic (Posted Limit) (Miles Per Hour) Work Areas Over 45 Within 6 feet of a traffic lane but not on a traffic lane. 35 to 45 Within 3 feet of a traffic lane but not on a traffic lane. When traffic cones or delineators are used to delineate a temporary edge of traffic lane, the line of cones or delineators shall be considered to be the edge of traffic lane, however, the Contractor shall not reduce the width or an existing lane to less than 10 feet without written approval from the Engineer. The lane closure provisions of this section shall not apply if the work are is protected by permanent or temporary railing or barrier. When work is not in progress on a trench or other excavation that requires a lane closure, the traffic cones or portable delineators used for the lane closure shall be placed off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators will be not more than the spacing used for the lane closure. 5-1.06 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES -- When the presence of asbestos or hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be asbestos or a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed to be safe. The Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing. SP-20 In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos or hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract. If delay of work in the area delays the current controlling operation, the delay will be considered a right of way delay and the Contractor will be compensated for the delay in conformance with the provisions in Section 8-1.09, "Right of Way Delays", of the Standard Specifications. 5-1.07 SUBCONTRACTING AND DBE RECORDS -- The Contractor shall maintain records showing the name and business address of each first-tier subcontractor. The records shall also show the name and business address of every DBE subcontractor, DBE vendor of materials and DBE trucking company, regardless of tier. The records shall show the date of payment and the total dollar figure paid to all of these firms. DBE prime contractors shall also show the date of work performed by their own forces along with the corresponding dollar value of the work. Upon completion of the contract, a summary of these records shall be prepared on "Final Report—Utilization of Disadvantaged Business Enterprises - (DBE), First-Tier Subcontractors" (Exhibit 17-F/Form CEM-2402) and certified correct by the Contractor or his authorized representative, and shall be furnished to the Engineer. The form shall be furnished to the Engineer within 90 days from the date of contract acceptance. The amount of$10,000 will be withheld from payment until a satisfactory form is submitted. Prior to the fifteenth of each month, the Contractor shall submit documentation to the Engineer showing the amount paid to DBE trucking companies listed in the Contractor's DBE information. This monthly documentation shall indicate the portion of the revenue paid to DBE trucking companies which is claimed toward DBE participation. The Contractor shall also obtain and submit documentation to the Engineer showing the amount paid by DBE trucking companies to all firms, including owner-operators, for the leasing of trucks. The DBE who leases trucks from a non-DBE is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The records must confirm that the amount of credit claimed toward DBE participation conforms with Section 2-1.02. The Contractor shall also obtain and submit documentation to the Engineer showing the truck number, owner's name, California Highway Patrol "CA" number, and if applicable, the DBE certification number of the owner of the truck for all trucks used during that month for which DBE participation will be claimed. This documentation shall be submitted on "Monthly DBE Trucking Verification" Form CEM-2404(F). SP-21 5-1.08 DBE CERTIFICATION STATUS CHANGE -- If a DBE subcontractor is decertified during the life of the project, the decertified subcontractor shall notify the Contractor in writing with the date of decertification. If a subcontractor becomes a certified DBE during the life of the project, the subcontractor shall notify the Contractor in writing with the date of certification. The Contractor shall furnish the written documentation to the Engineer. Upon completion of the contract, "Disadvantaged Business Enterprises (DBE) Certification Status Change" Form CEM-2403(F) indicating the DBEs' existing certification status shall be signed and certified correct by the Contractor. The certified form shall be furnished to the Engineer within 90 days from the date of contract acceptance. The Contractor shall maintain records showing the name and business address of each first-tier subcontractor. The records shall also show the name and business address of every DBE subcontractor, DBE vendor of record. 5-1.09 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS -- The DBEs listed by the Contractor in response to the requirements in Section 2 of these Special Provisions, which are determined by the Department to be certified DBEs, shall perform the work and supply the materials for which they are listed unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. Authorization to utilize other forces or sources of materials may be requested for the following reasons: (1) The listed DBE, after having had a reasonable opportunity to do so, fails or refused to execute a written contract, when such written contract, based upon the general terms, conditions, Plans and Specifications for the project, or on the terms of such subcontractor's or supplier's written bid, is presented by the Contractor. (2) The listed DBE becomes bankrupt or insolvent. (3) The listed DBE fails or refuses to perform his subcontract or furnish the listed materials. (4) The Contractor stipulates that a bond was a condition of executing a subcontract and the listed DBE subcontractor fails or refuses to meet the bond requirements of the Contractor. SP-22 (5) The work performed by the listed subcontractor is substantially unsatisfactory and is not in substantial accordance with the Plans and Specifications, or the subcontractor is substantially delaying or disrupting the progress of the work. (6) It would be in the best interest of the City. The Contractor shall not be entitled to any payment for such work or material unless it is performed or supplied by the listed DBE or by other forces (including those of the Contractor) pursuant to prior written authorization of the Engineer. 5-1.10 SUBCONTRACTING -- Attention is directed to the provisions in Section 8- 1.01, "Subcontracting", of the CALTRANS Standard Specifications, and Section 2, "Bid Requirements and Conditions", and Section 3, "Award and Execution of Contract", of these Special Provisions. Pursuant to the provisions in Section 1777.1 of the Labor Code, the Labor Commission publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. The list of debarred contractors is available from the Department of Industrial Relations web site at http://www.dir.ca.gov/dlse/DLSE-Databases.htm. In accordance with the Federal MBE regulations Section 23.45(0(2) Part 23, Title 49 CFR: 1. No substitution of a DBE subcontractor shall be made at any time without the written consent of the Department, and; 2. If a DBE subcontractor is unable to perform successfully and is to be replaced, the Contractor will be required to make good faith efforts to replace the original DBE subcontractor with another DBE subcontractor. The requirement in Section 2-1.03, "Disadvantaged Business Enterprise" (0, of these Special Provisions that DBEs must be certified on the date bids are opened does not apply to DBE substitutions after award of the contract. This requirement shall be enforced as follows: A. Non-compliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract. SP-23 Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14, Part II of these Special Provisions. Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract. The provision in Section 2-3.2, "Additional Responsibility" of the Standard Specifications. and the "Notice Inviting Sealed Bids" of these Special Provisions, that the Contractor shall perform with the Contractor's own organization contract work amounting to not less than 50 % of the original contract price, is not changed by the Federal Aid requirement specified under "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14, Part II of these Special Provisions that the Contractor perform not less than 30 percent of the original contract work with the Contractor's own organization. 5-1.11 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS -- Attention is directed to the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. A prime contractor or subcontractor shall pay to any subcontractor not later than 10-days of receipt of each progress payment, in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10-days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30-days may take place only for good cause and with the agency's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanctions, and other remedies of that Section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor, deficient subcontractor performance, and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors. SP-24 5-1.12 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS -- The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency of the contract work and pay retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor shall return all monies withheld in retention from all subcontractors within 30- days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Any delay or postponement of payment may take place only for good cause and with the agency's prior written approval. Any violation of these provisions shall subject the violating prime contractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business Professions Code. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the contractor or subcontractor in the event of: a dispute involving late payment or nonpayment by the contractor; deficient subcontractor performance; and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors. 5-1.13 PAYMENT OF WITHHELD FUNDS -- Section 9-3.2, "Partial and Final Payment", of the Standard Specifications is amended to read: Upon the Contractor's request, pursuant to "Public Contract Code Section 10263", the Department will make payment of funds withheld from progress payments to ensure performance of the contracts if the Contractor deposits in escrow • with the State Treasurer, or with a bank acceptable to the Department, securities equivalent to the amount withheld. The Contractor shall be beneficial owner of any securities substituted for moneys withheld and shall receive any interest thereon. Upon satisfactory completion of the contract, the securities shall be returned to the Contractor. Alternatively, upon the Contractor's request, the Department will make payment of retention earned directly to the escrow agent. The Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for securities deposited by the Contractor. Upon satisfactory completion of the contract, the Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from the Department, pursuant to the terms in Section 10263 of the Public Contract Code. SP-25 Securities eligible for investment shall include those listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest- bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the Department. The escrow agreement used pursuant to this Section 9-3.2 shall be substantially similar to the "Escrow Agreement for Security Deposits In Lieu of Retention" in Section 10263 of the Public Contract Code, deemed as incorporated herein by reference. The Contractor shall obtain the written consent of the surety to such agreement. 5-1.14 INSURANCE REQUIREMENTS -- Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5-1.06, "Contractor's Liability", of these Special Provisions.. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands,judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.15 LIBILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the City with a policy or certificate of liability insurance prior to execution of the contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) SP-26 Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location; 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the project. 5-1.16 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the contract. 5-1.17 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates. The Contractor shall pay the higher of the latest State or Federal Prevailing Wage Determination The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. SP-27 5-1.18 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.19 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. SP-28 The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction, occurring any time before project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work clone by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.20 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.21 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration its own expense. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. SP-29 ACCORD CERTIFICATE OF INSURANCE DATE(MM/YY/DD) 00/00/00 PRODUCER I THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY COMMERCIAL ASSOCIATES INS.,INC. AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVE. THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM,CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA-VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE COMPANY D COVE ERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE $1,000,000 x COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) $ 500,000 ❑ CLAIMS ❑ OCCUR _ MADE MED EXP(ANY ONE PERSON) $ 5,000 A OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 X PERSONAL&ADV INJURY $1,000,000 GENERAL AGREGATE $2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY (PER PERSON) $ ALL OWNED AUTOS BODILY INJURY B - BAP 5197135 02!01/98 (PER ACCIDENT) $ SCHEDULED AUTOS PROPERTY DAMAGE (PER ACCIDENT) $ $ HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY AUTO ONLY-EACH ACCIDENT OTHER THAN AUTO ONLY $ ANY AUTO EACH ACCIDENT OTHER THAN AUTO ONLY: $ AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS E.L.EACH ACCIDENT $1,000,000 C - WCXXXXXX 02/01/98 02/01/99 $1,000,000 THE PROPRIRETOR/ INCL E.L.DISEASE-EA EMPLOYEE PARTNERS/EXECUTIV $1,000,000 E OFFICERS ARE EXCL E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION THE CITY OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE DEPARTMENT OF DEVELOPMENT SERVICES � TESE THEREOF, LEFT. COMPANY WILL MAIL 3Q DAYS WRITTEN NOTICE TO THE CERTflCATE HOLDER DIVISION OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 NORTH"0"STREET,3" FLOOR JOHN E.SMITH(SIGNATURE) m SAN BERNARDINO,CA 92418-0001 ACCORD 2$S(1/95) ©ACCORD CORPORATION SP-30 COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS ( FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: SAMPLE CITY OF SAN BERNARDINO DEVELOPMENT SERVICES/PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR ONLY SAN BERNARDINO, CA 92418-0001 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 • Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-31 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices''', "increased or decreased quantities", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3-2.2.1 and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-32 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the Standard Specifications for Public Works (Green Book) through the entire project. The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system. The Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. The following are the areas to be addressed where applicable: 1. Handle, store and dispose of materials properly. 2. Avoiding excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 5. Develop and implement erosion control plans. 6. Check and repair leaking equipment away from construction site. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins whenever working in their vicinity. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete or equipment onto a street 11. Catch drips from paver with drip pans or absorbent material. 12. Clean up all spills using dry methods. 13. Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site. 14. Call 911 in case of a hazardous spill. 15. Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP) 16. Name a person, on site, responsible for complying with S.W.P.P.P. BEST MANAGEMENT PRACTICES ( BMPs ): Best Management Practices shall be defined as any program, technology, process, siting criteria, operating method, measure, or device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County Regional Best Management Practices Handbook for Construction Activities. SP-33 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the Work site at all times. The Contractor shall implement the following BMPs in conjunction with the construction operation and activities: CONSTRUCTION PRACTICES Water Conservation Practices Dewatering Paving Operations Structure Construction and Painting MATERIAL MANAGEMENT Material Delivery and Storage Material Use Spill Prevention and Control WASTE MANAGEMENT Solid Waste Management Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management VEHICLE AND EQUIPMENT MANAGEMENT Vehicle and Equipment Cleaning Vehicle and Equipment Fueling Vehicle and Equipment Maintenance VEGETATIVE STABILIZATION Scheduling Preservation of Existing Vegetation Temporary Seeding and Planting Mulching PHYSICAL STABILIZATION Geotextiles and Mats Soil Stabilizer/Dust Control Temporary Stream Crossing Stabilized Construction Roadway Stabilized Construction Entrance SP-34 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion DitchesBerms Slope Drains and Subsurface Drains VELOCITY REDUCTION Flared Culvert End Sections Outlet Protection/Velocity Dissipation Devices Check Dams Slope Roughening/Terracing/Rounding SEDIMENT TRAPPING Silt Fences Straw Bale Barrier Sand Bag Barrier Brush or Rock Filter Storm Drain Inlet Protection Sediment Traps Sediment Basin Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operations. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective. BMPs for contractor activities shall be continuously implemented throughout the project. Resources to implement BMPs for erosion control and sedimentation shall be readily available and implemented throughout the construction phase and whenever the National Weather Service predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any contractor activity or construction operation that may produce run-off, and whenever run-off from other sources may occur. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMPs. SP-35 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP ): A Storm Water Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s), identification of construction and contractor activities that could pollute storm water, and a description of measures and practices to control the potential pollutants. The preparation and implementation of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to prevent the pollution of water resources during the period of construction. All projects, regardless of size, shall have a SWPPP developed prior to the performance of any soil disturbing activities. Projects over one acre are placed under the regulations of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction Activity. In the State of California, these regulations are adopted by the State Water Resources Control Board and as such projects that fall into this category must submit a Notice of New Construction (NONC) to the State Water Resources Control Board (SWRCB) to obtain a waste discharge identification number (WDID). This information is available for review and downloading on the State of California, Department of Transportation web site at http://www.dot.ca.gov/hq/construc/stormwater/manuals. SWPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall also include and incorporate appropriate BMPs for run-off generated by construction activities and other non-storm water sources. During all periods of construction, excavated soils which are stored on-site shall be completely covered with waterproof material and sand (or gravel) bagged or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by storm water run-off. [f, during construction operations, field conditions change in a manner which, in the opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY, addressed the current construction operation, the Engineer may direct the Contractor to revise the current construction operation and/or the SWPPP. Such directions will be made in writing and will specify the items of work for which the SWPPP is inadequate. No further work on these items will be permitted until the Contractor revises the construction operations to the satisfaction of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY approval. The Engineer shall notify the Contractor of the acceptance or rejection of the revised SWPPP within seven (7) working days from the date of submittal. The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten (10) working days prior to the commencement of construction operations in accordance with this Section 6-1.03 of these Special Provisions. SP-36 The City's NPDES Division shall be contacted prior to any work to determine whether or not the project will require the development of a Water Quality Management Plan (WQMP). THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. Full compensation for the implementation of BMPs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, CA 92418. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to, Building Division, Public Services — Sewer, Water, County Flood Control, Railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a City of San Bernardino Business License at his/her own expense. 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. SP-37 A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 To the sum of the costs and markups provided for in this subjection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. The Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings or Saturdays. Designated legal Holidays are: January 1St, the third Monday in January, the third Monday in February, the last Monday in May, July 4`h, the first Monday in September, November 11`h, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. SP-38 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the City all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 6-1.10 SURVEYING SERVICE -- Surveying and/or contract staking shall be done per Section 2-9.2 of the Standard Specifications and these Special Provisions. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the City a copy of all survey notes and a Certificate Record of Survey. SP-39 All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the City within 30 days of such filings. The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for further California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California (CELSOC) survey monument preservation guidelines. Full compensation for preparation of the survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions and the CLSA shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. SP-40 In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict,the more stringent requirement shall be followed. 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorize to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. SP-41 C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-17 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the project site. B. In general, these meetings will be attended by the Contractor, the Engineer or his designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. C. Meeting minutes will be taken by the Engineer or his/her designee. The meeting minutes will be available to the Contractor at the following weekly meeting. The Contractor shall be responsible to distribute the meeting minutes to all parties performing work under his contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and may subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-42 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. Notify the Engineer immediately of any conflict. Match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' agencies' contractors. The ° Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: Ben Murguia 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92373 Phone: (909) 335-7772 Attn: Devry Jennings 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT 300 North"D" Street San Bernardino, CA 92418 Phone: (909) 387-7224 Attn: Ellis Williams SP-43 4. VERIZON 1980 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6644 Attn: Fernando Lopez 5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA, COMCAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Stewart King 6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA, TC I) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. TIME WARNER TELECOM OF CALIFORNIA 3281 Guasti Road, Suite #350 Ontario, CA 91761 Phone: (909) 456-3697 Attn: Richard Wilkerson Cell: (714) 801-6141 8. A.T. & T. - OSP Engineering Cable Maintenance & Right of Way 2741 N. Main Street Walnut Creek, CA 94596-2714 Phone: (925) 944-8416 Attn: Rosemary Hamill 9. A.T. & T. (SBC-PACIFIC BELL TELEPHONE) ATTN: Right-of-Way Liaison 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Phone: (714) 666-5401 Attn: Susan Morgan SP-44 10. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 11. MCI—Western Region OSP Outside Plant Construction 157 S. Lilac Street Rialto, CA 92376 Phone: (909) 421-5309 Attn: Chuck Trimble 12. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Dean Vandever 13. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Leida Etherton 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes SP-45 16. CITY OF SAN BERNARDINO INFORMATION SERVICES —COMMUNICATIONS 300 North"D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: Elias Shehab 18. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT TRAFFIC SIGNALS 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Scott Zehm 19. CALTRANS, DISTRICT 8 Utility Coordination, I-215 Freeway Widening 464 W. 4th Street, MS 1164 San Bernardino, CA 92401-1400 Phone: (909) 383-4006 Attn: Joe Damian, Transportation Engineer 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the excavation work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. SP-46 7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. SP-47 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of demolition and removal of existing sewer main and concrete, installing sewer force main, construction of sewer lift station, cutting and reconnecting existing main, concrete encasement and saddle, replacing portion of adjacent storm drain, backfill, placing aggregate base material and asphalt concrete pavement, including feathering, and such other items or details, not mentioned above, that are required by the Plans, the Standard Specifications, and these Special Provisions to be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 8-1.02 ORDER OF WORK -- The work shall be prosecuted with several steps, in the general order as identified in Part IV, Section 8-07, "Construction Schedule and Phasing" of these Special Provisions The Contractor shall with work in close communications with the California Department of Transportation (CALTRANS) - 8-1.03 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the City making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP-48 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted until one week prior to bid opening. If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3`d Floor San Bernardino, CA 92418 Attention: Robert Sepulveda,Associate Engineer, Project Manager Tel: (909) 384-5167; Fax: (909) 384-5155 E-mail: sepulveda_ro @sbcity.org Re: PLANS & SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 SP-49 SECTION 8 MATERIALS 8-2 MISCELLANEOUS 8-2.01 BUY AMERICA REQUIREMENTS -- Attention is directed to the "Buy America" requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) Section 1041(a) and 1048(a), and the regulations adopted pursuant thereto. In conformance with the law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and other coating that protects or enhances the value of steel or iron materials shall be considered a manufacturing process subject to the "Buy America" requirements. A Certificate of Compliance shall be furnished for steel and iron materials. The certificates, in addition to certifying that the materials comply with the specifications, shall also specifically certify that all manufacturing processes for the materials occurred in the United States, except for the above exceptions. The requirements imposed by said law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of such materials used does not exceed one-tenth of one percent (0.1%) of the total contract cost or $2,500.00, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of any foreign steel and iron prior to incorporating such materials into the work. SP-50 8-2.02 APPROVED MATERIALS -- Whenever the expression"or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-2.03 CITY-FURNISHED MATERIALS -- City furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: A. Materials, if furnished by the City, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing City-furnished materials. B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the City for the cost of replacing City-furnished material and such costs may be deducted from any monies due or to become due the Contractor. SP-51 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2007 Edition, revised per 2005 Cumulative Supplement, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. The Contractor shall submit and obtain City approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control plans shall be based on the most recent "Manual on Uniform Traffic Control Devices", and the "California Supplement", current edition. All temporary traffic striping and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk must be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing the approved traffic control plan based on the most recent "Manual on Uniform Traffic Control Devices" and "California Supplement". The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. SP-52 In addition to the foregoing traffic control and safety measures, the Contractor shall undertake immediately to implement any measures requested by the Engineer, as defined necessary to ensure the proper flow of traffic and the protection of the public and the safety of the workers. The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven(7) days before work is begun. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked o the traveled way at any time. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles.. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. SP-53 9-1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. The Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of lane or road closures. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detouring the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. SP-54 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights, flares, barricades, traffic control plan and other traffic control devices, necessary to expedite passage of public traffic through the work area, and for conforming to the requirements of this Section, shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the prices paid for the various contract bid items of work, and no additional compensation will be allowed therefor. SP-55 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9- 3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle items: 1. Submittal and modification, as required, of the Construction Schedule. 2. Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 7. Installing construction fencing and temporary construction power and wiring. 8. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet(as required). 9. Installing all temporary utilities (as required). 10. Establishing required fire protection provisions. 11. Posting all OSHA required notices and establishment of safety programs. 12. Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day. 14. Air and water quality protective measures, as necessary, and without limitation. 15. Potholing and other research and review as necessary to verify site conditions and utility locations. 16. Demobilization of the Site. 17. Any other item as specified. 10-1.02 PAYMENT — The contract bid lump sum price paid for "MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-56 SECTION 11 THROUGH SECTION 25 BLANK SP-57 SECTION 26 26-1 REINFORCED CONCRETE PIPE 26-1.01 GENERAL -- Reinforced concrete pipe of the specified size and D-load shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard Specifications and these Special Provisions. Installation of reinforced concrete pipe shall conform with the provisions of Section 306, "Underground Conduit Construction", of the Standard Specifications. Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Section 306-2, "Jacking Operations", and Section 306-3, "Tunneling Operations", of the Standard Specifications. Backfill placed within 0.5 feet of the finished subgrade in asphalt pavement areas shall be compacted to a minimum relative density of 95%. Reinforced concrete pipe shall be of the D-Load strength shown on the Plans or specified in the Special Provisions. The wall thickness, reinforcement and test loads for pipe of the sizes specified shall conform to the requirements of the Standard Specifications, Serial Designation C76-41 of the American Society for Testing Materials. The D-Load is the actual load in pounds per linear foot that the pipe will withstand under the three-edge bearing test, without showing a crack in excess of 0.01 inch in width and 12 inches in length, divided by the inside diameter of the pipe in feet. Concrete roadbed may be under the existing asphalt pavement. The Contractor shall be prepared to saw cut the existing roadway improvements in the course of performing the sewer main work of this project. All access excavation or unsuitable material shall become the property of the Contractor and shall be hauled away and disposed of at a site obtained by the Contractor. 26-1.02 SHORING OF EXCAVATION -- The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. SP-58 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety Orders" issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws, ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and "Regulations" or suitable extracts there from and shall keep a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting and bracing of excavation and those concerning warning signs, lights and barricades are of particular importance. All excavations five (5) feet or more in depth shall be braced in accordance with the requirements of Section 306-1.1.6 of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. No excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1 of the Standard Specifications. The Contractor shall have on file with the Division of Public Works, Department of Development Services of the City of San Bernardino, a copy of a CAL/OSHA permit for any excavation over five (5) feet in depth and into which persons are required to descend. 26-1.04 BLANK 26-1.05 BLANK 26-1.06 BLANK SP-59 26-1.07 PAYMENT -- The contract bid lump sum price paid for "CONSTRUCT SECTIONS of 18" & 24" RCP STORM DRAINS" shall include full compensation for providing all the material, tools and equipment and for doing all the work involved in construction of the sections of storm drains per the plan elevations, including bedding and backfill, except for imported backfill which will be paid for as a separate item of work, per the Plan, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-60 SECTION 27 27-1 CONCRETE STRUCTURES 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. The Contractor shall comply with PART IV of these Special Provisions and the Plans in the construction of the work involved. Class 2 surface finish will not be required on any portion of the concrete structures. The quantities shown on the bid sheet for concrete for the various structures shall be considered final quantities for payment for these items unless the Engineer revises the dimensions of the work shown on the Plans. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-1.02 PAYMENT -- The contract bid price paid per linear foot for "CONCRETE ENCASEMENT" shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing concrete encasement for the various sizes of pipe, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-61 SECTION 28 28-1 IMPORTED BACKFILL AS ORDERED BY THE ENGINEER 28-1.01 GENERAL - Imported backfill shall be placed as ordered by the Engineer. Material used for imported backfill shall comply with Section 306-1.3.7, "Imported Backfill", of the Standard Specifications, and backfill shall comply with Section 306-1.3.5, 'Jetted Bedding and Backfill Compaction Requirements", and shall have a sand equivalent of not less than 30. 28-1.02 PAYMENT - The contract bid unit price paid per ton for "IMPORTED BACKFILL, as Ordered by the Engineer", shall include full compensation for doing all the work involved in furnishing and placing imported backfill, complete in place, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to imported backfill for trenches, and no adjustment therefor shall be made in the contract unit price for increased or decreased quantities of imported backfill for trenches. SP-62 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GENERAL -- All open trench operations involving trenches of 5' or more in depth shall comply the Section 306-1.1.6, "Bracing Excavations", of the Standard Specifications, these Special Provisions, and as directed by the Engineer The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of excavations and those concerning warning signs, lights and barricades are of particular importance. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1 of the Standard Specifications. SP-63 The Contractor shall have on file with the City of San Bernardino, Department of Development Services, Division of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. 29-1.03 PAYMENT -- The contract bid lump sum price paid for "SHORING of EXCAVATION", shall include full compensation providing all the tools, equipment and material, for doing all the labor involved in installation of shoring and for complying with all the requirements of the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-64 SECTION 30 THROUGH SECTION 32 BLANK SP-65 SECTION 33 33-1 SEWER PIPE AND RELATED FACILITIES 33-1.01 GENERAL -- Construction of sewer main shall conform to the provisions of Section 207, "Pipe", Section 306, "Underground Conduit Construction", of the Standard Specifications, these Special Provisions, and as directed by the Engineer. All materials and equipment installed shall meet all applicable Sate of California and federal standards, as well as the standards developed by nationally recognized organizations such as American Water Works Association (AWWA), American National Standards Institute (ANSI) and National Sanitation Foundation (NSF). The Contractor shall comply with PART IV of these Special Provisions and the Plans in the construction of the work involved. 33-1.02 CUT AND RECONNECTION TO EXISTING SEWER -- Cut of existing sewer main facilities and extension and reconnection to existing sewer main facilities shall be performed in accordance with Section 306-6, "Remodeling Existing Sewer Facilities", and as directed by the Engineer. 33-1.03 SHOP DRAWING AND MATERIAL SUBMITTALS -- The Contractor shall furnish to the City such working drawings, data on materials, certifications of materials, and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples for the piping materials and appurtenances to be installed as shown on the drawings. After the existing pipeline has been exposed to verify elevations and horizontal dimensions, the Contractor shall provide the City with piping and appurtenances, fittings, couplings, etc. in a true dimensional drawing. The shop drawings shall be submitted at least 10 working days before such drawings will be required for commencing work. SP-66 33-1.04 ABANDONMENT OF CONDUITS AND STRUCTURES -- Abandonment of existing sewer main and manholes shall comply with Section 306-5, "Abandonment of Conduits and Structures", of the Standard Specifications, these Special Provisions, as shown on the Plans, and as directed by the Engineer. 33-1.05 BYPASSING SEWAGE -- The Contractor, when required, shall provide for the flow of sewage around the section or sections of pipe designated for repair. The bypass shall be made by plugging the line at an existing upstream manhole and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The City may require a detail of the bypass plan to be submitted. 33-1.06 PAYMENT -- The contract bid unit price paid per linear foot for "10" HDPE SEWER FORCE MAIN", "10" STEEL SEWER FORCE MAIN" and 12" DIP SEWER MAIN" shall include full compensation for providing all the materials, tools and equipment and for performing all the work involved in the installation of sewer main line, including performing all excavation, furnishing and placing the pipe, plugs, bedding, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per linear foot for "16" WELDED STEEL ENCASEMENT & SUPPORTS" shall include full compensation for providing all the materials, tools and equipment and for performing all the work involved in the installation of steel encasement for sewer force main line, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid lump sum price paid for "CONSTRUCTION of SEWER LIFT STATION FACILITIES" and "COMBINATION AIR VALVE & FACILITIES" shall include full compensation for providing all the material, tools and equipment, and for performing all the work involved in the construction of sewer lift station facilities and combination air valve facilities, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid lump sum price paid for "ABANDONMENT of MANHOLES and SEWER MAIN" shall include full compensation for providing all the material, tools and equipment, and for performing all the work involved in the abandonment of existing sewer main, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-67 The contract bid lump sum price paid for "DEMOLITION of Existing Sewer Lift Station FACILITIES" shall include full compensation for providing all the material, tools and equipment, and for performing all the work involved in the demolition of existing sewer lift station facilities, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per linear foot for "EXCAVATION AND DEMOLITION of Existing Sewer Main Facilities" shall include full compensation for providing all the materials, tools and equipment and for performing all the work involved in the excavating and demolition of existing sewer main line, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Payment for excavation, including saw cut and removal of asphalt concrete surfacing, shall be considered as included in the contract unit price paid for the various sizes of sewer pipe, and no additional compensation will be allowed therefor. Imported backfill will be paid for as a separate item of work. Costs for compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-68 SECTION 34 34-1 MANHOLES 34-1.01 GENERAL -- Manholes shall be pre-cast concrete and shall conform with City Standard Drawing No.'s 300 and 301 respectively. Frames and covers shall conform with City Standard Drawing No. 304. Pre-cast manholes shall be coated on the inside with Hunt's Process Black No. 120 or approved equal. The coating shall be applied before the manhole is installed in place. Frames and covers shall be adjusted to grade, after completion of the restoration of the asphalt concrete pavement. All covers shall be marked with 2" letters, per the Engineer, as follows: "CITY OF SAN BERNARDINO" "CONFINED SPACE" "DO NOT ENTER" The above referenced City Standard Drawings are included in the "STANDARD DRAWINGS" in the appendix of these Special Provisions. 34-1.02 PAYMENT — The contract bid price paid per each for "CONSTRUCT INVERT in Existing SEWER MANHOLE, including Manhole Reconstruction as required" shall include full compensation for providing all materials, tools and equipment, and for performing all the work involved in the construction of manhole invert for new 10" HDPE force sewer main and reconstruction of existing manhole as required for a functioning system, including frame and covers, as shown on the Plans, per the Standard Specification, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid lump sum price paid for "ABANDONMENT of MANHOLES and SEWER MAIN" shall include full compensation for providing all the material, tools and equipment, and for performing all the work involved in the abandonment of existing sewer manholes, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-69 Full compensation for the plugging of unused existing sewer line inlets/outlets at manhole, including providing all the material, tools and equipment, and for doing all the work involved in the proper closure of existing inlets/outlets at manhole, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the prices paid for the various contract bid items of work, and no additional compensation will be allowed therefor. SP-70 SECTION 35 35-1 TRENCHING/BACKFILL AND RESTORATION OF ASPHALT PAVEMENT 35-1.01 GENERAL -- Trench excavation and backfill shall conform to the provisions of Section 308-2.2, "Trench Excavation and Backfill", and Section 306-1, "Open Trench Operations", of the Standard Specifications, and these Special Provisions. 35-1.02 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH -- Open trench, as referred to herein, is defined as al excavations made for the permanent installations required on the project, which have not been completely backfilled (including attaining relative densities) as required elsewhere in these Specifications and in which either temporary or permanent paving has not been placed. At no time shall traffic be allowed to drive over open trenches without steel plates or approval by the Engineer. At bus stops, steel plates shall be placed over all open trenches. The Contractor shall schedule his operations so that the time and length requirements specified below for open trench shall not be exceeded. 1. Time Requirements for Open Trench -- At any location, the trench excavation, pipe and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than 15 calendar days after removal of the existing pavement or surfacing. 2. Length Requirements for Open Trench -- Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. SP-71 35-1.03 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by the Contractor away from the site of the work. 35-1.04 BACKFILLING AND DENSIFICATION -- Backfilling and densification shall comply with the requirements of Section 306-1.3, "Backfilling and Densification", of the Standard Specifications and these Special Provisions. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 90%. Subgrade for asphalt concrete pavement in the traveled way shall be compacted to a relative density of not less than 95% down to a depth ending at the 12" minimum of 90% compacted cover over the pipe. Under no circumstances shall truck wheels be used for compacting soil. 35-1.05 ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. All areas to be repaired shall be saw cut to a neat, straight line prior to restoration. The Performance Grade of the asphalt concrete shall be PG 64-10. 35-1.06 AGGREGATE BASE - Aggregate base shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 3/4-inch, unless otherwise specified. SP-72 35-1.07 TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or to the areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed at noon as the backfill is densified to the relative density or immediately when so directed by the Engineer. 35-1.08 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. A self-propelled machine will not be required for any trench that is 2 feet or less in width. A tack coat shall be applied as directed by the Engineer. 35-1.09 PAYMENT -- The contract bid lump sum price paid for "TRENCHING / BACKFILL & RESTORATION of ASPHALT PAVEMENT", shall include full compensation for providing all materials, tools and equipment, and for doing all the work involved in trench excavation, backfilling and compacting, and constructing asphalt concrete pavement, including saw cut and disposal of existing material, placing and removal of temporary resurfacing, the application of tack coat, overlay and feathering, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-73 Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-74 SECTION 36 THROUGH SECTION 49 BLANK SP-75 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. SP-76 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract items of work involved, and no additional compensation will be allowed therefor. SP-77 PART III FEDERAL REQUIREMENTS Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment A SECTION 14 FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS GENERAL—The work herein proposed will be financed in whole or in part with Federal funds, and therefore all of the (This form need not be filled in if all joint venture firms are statutes, rules and regulations promulgated by the Federal Gov- DBE owned.) ernment and applicable to work financed in whole or in part with Federal funds will apply to such work. The "Required Contract Provisions, Federal-Aid Construction Contracts, "Form FHWA 1.Name of joint venture 1273, are included in this Section 14. Whenever in said required contract provisions references are made to "SHA contracting officer," "SHA resident engineer,"or"authorized representative of the SHA," such references shall be construed to mean "Engineer" 2.Address of joint venture as defined in Section 1-1.18 of the Standard Specifications. PERFORMANCE OF PREVIOUS CONTRACT.—In ad- dition to the provisions in Section II, "Nondiscrimination," and 3.Phone number of joint venture Section VII, "Subletting or Assigning the Contract," of the re- quired contract provisions, the Contractor shall comply with the following: 4.Identify the firms which comprise the joint venture. (The The bidder shall execute the CERTIFICATION WITH RE- GARD TO THE PERFORMANCE OF PREVIOUS CON- DBE partner must complete Schedule A.) TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS located in the proposal. No request for subletting or assigning any portion of the contract in excess of $10,000 will be considered under the provisions of Section VII of the required contract provisions unless such request is a.Describe the role of the DBE firm in the joint venture. accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. NON-COLLUSION PROVISION.—The provisions in this b.Describe very briefly the experience and business section are applicable to all contracts except contracts for Federal Aid Secondary projects. qualifications of each non-DBE joint venturer: Title 23, United States Code, Section 112, requires as a condition precedent to approval by the Federal Highway Administrator of the contract for this work that each bidder file a sworn statement executed by, or on behalf of, the person, firm, association,or corporation to whom such contract is to be awarded, 5.Nature of the joint venture's business certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the 6.Provide a copy of the joint venture agreement. submitted bid. A form to make the non-collusion affidavit statement required by Section 112 as a certification under penalty 7.What is the claimed percentage of DBE ownership? _ of perjury rather than as a sworn statement as permitted by 28, USC,Sec. 1746,is included in the proposal. PARTICIPATION BY DISADVANTAGED BUSINESS EN- 8.Ownership of joint venture: (This need not be filled in if TERPRISES IN SUBCONTRACTING.—Part 26, Title 49, Code of Federal Regulations applies to this Federal-aid project. described in the joint venture agreement, provided by question Pertinent sections of said Code are incorporated in part or in its entirety within other sections of these special provisions. 6.). Schedule B—Information for Determining Joint Venture Eligibility Revised 3-95 08-07-95 FR-1 Page 12-65 LPP 01-04 March 15,2001 - 12 E Local Assistance Procedures Manual EXHIBIT HIBIT 12 E PS&E Checklist Instructions a.Profit and loss sharing. Name of Firm Name of Firm b.Capital contributions,including equipment. c.Other applicable ownership interests. Signature 9.Control of and participation in this contract. Identify by Signature name,race,sex,and"firm"those individuals(and their titles) Name who are responsible for day-to-day management and policy Name decision making, including, but not limited to, those with prime responsibility for: Title Title a.Financial decisions Date Date b.Management decisions,such as: Date State of 1.Estimating County of 2.Marketing and sales 19 before me On this _ day of to me personally 3.Hiring and firing of management personnel — appeared (N ame) known, who, being duly sworn, did execute the foregoing affi- 4.Purchasing of major items or supplies davit, and did state that he or she was properly authorized by (Name of firm) to execute the affidavit and did so as his or her free act and deed. c.Supervision of field operations Notary Public Commission expires Note.—If, after filing this Schedule B and before the [Seal] completion of the joint venture's work on the contract covered by this regulation, there is any significant change in the Date information submitted, the joint venture must inform the grantee, either directly or through the prime contractor if the State of joint venture is a subcontractor. Affidavit County of On this day of 19 before me_,_ "The undersigned swear that the foregoing statements are to me personally known, correct and include all material information necessary to identify a pp eared(Name) and explain the terms and operation of our joint venture and the intended participation by each joint venturer in the undertaking. who,being duly sworn, did execute the foregoing affidavit,and Further, the undersigned covenant and agree to provide to grantee current, complete and accurate information regarding did state that he or she was properly authorized by (Name of actual joint venture work and the payment therefor and any to execute the affidavit proposed changes in any of the joint venture arrangements and firm) to permit the audit and examination of the books, records and files of the joint venture,or those of each joint venturer relevant and did so as his or her free act and deed. to the joint venture,by authorized representatives of the grantee or the Federal funding agency. Any material misrepresentation Notary Public will be grounds for terminating any contract which may be awarded and for initiating action under Federal or State laws Commission expires concerning false statements. [Seal] Revised 3-95 08-07-95 FR-2 Page 12-66 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) "' 6.Selection of Labor: During the performance of this contract, Page the contractor shall not: I. General 3 a.discriminate against labor from any other State,possession, II. Nondiscrimination 3 or territory of the United States (except for employment III. Non-segregated Facilities 5 preference for Appalachian contracts, when applicable, as IV. Payment of Predetermined Minimum Wage 6 specified in Attachment A),or V. Statements and Payrolls 8 VI. Record of Materials,Supplies,and Labor 9 b.employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on VII. Subletting or Assigning the Contract 9 parole,supervised release,or probation. VIII. Safety: Accident Prevention 10 IX. False Statements Concerning Highway Project 10 II. NONDISCRIMINATION X. Implementation of Clean Air Act and Federal Water Pollution Control Act 10 (Applicable to all Federal-aid construction contracts and to all XI. Certification Regarding Debarment,Suspension, related subcontracts of$10,000 or more.) Ineligibility,and Voluntary Exclusion 11 XII. Certification Regarding Use of Contract Funds for 1.Equal Employment Opportunity: Equal employment Lobbying opportunity (EEO) requirements not to discriminate and to take Y g 12 affirmative action to assure equal opportunity as set forth under ATTACHMENTS laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, and 41 CFR 60) and orders of the Secretary of A.Employment Preference for Appalachian Contracts(included Labor as modified by the provisions prescribed herein, and im- A. Appalachian Employment contracts only) posed pursuant to 23 U.S.C. 140 shall constitute the EEO and PP y) specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction I. GENERAL Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 1.These contract provisions shall apply to all work performed (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and on the contract by the contractor's own organization and with the 29 CFR 1630 are incorporated by reference in this contract. In the assistance of workers under the contractor's immediate execution of this contract,the contractor agrees to comply with the superintendence and to all work performed on the contract by following minimum specific requirement activities of EEO: piecework,station work,or by subcontract. a.The contractor will work with the State highway agency 2.Except as otherwise provided for in each section, the (SHA) and the Federal Government in carrying out EEO contractor shall insert in each subcontract all of the stipulations obligations and in their review of his/her activities under the contained in these Required Contract Provisions, and further contract. require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions b.The contractor will accept as his operating policy the shall not be incorporated by reference in any case. The prime following statement: contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required "It is the policy of this Company to assure that applicants are Contract Provisions. employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, 3.A breach of any of the stipulations contained in these age or disability. Such action shall include: employment, Required Contract Provisions shall be sufficient grounds for upgrading, demotion, or transfer; recruitment or recruitment termination of the contract. advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including 4.A breach of the following clauses of the Required Contract apprenticeship,pre-apprenticeship, and/or on-the-job training." Provisions may also be grounds for debarment as provided in 29 CFR 5.12: 2.EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will Section I,paragraph 2; have the responsibility for and must be capable of effectively Section IV,paragraphs 1,2,3,4,and 7; Section V,paragraphs 1 and 2a through 2g. 5.Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5,6, and 7. Disputes within the meaning of this clause include disputes between the contractor(or any of its subcontractors)and the contracting agency,the DOL,or the contractor's employees or their representatives. Form 1273—Revised 3-95 08-07-95 FR-3 Page 12-67 LPP 01-04 March 15,2001 Local Assistance Procedures Manual EXHIBIT 12-E Attachment B PS&E Checklist Instructions Information refer minority group applicants f employment.minority group of EEO and minority g with l cant for o referring an adequate a horny an program nsibility to employees. administering and promoting and responsibility applicants will be discussed with emp Y ed adequate authority conditions, and and who must be assign Wages, working administered, and do so. 5.Personnel Actions: Wag All members of the contractor's employee benefits shall be established inc including Upgrading, promote,and discharge and termination, shall be 3.Dissemination of recommend nd such,p or who are personnel actionof demotion,ve type, national origin, staff who are involved in to cognizant promotion, transfer,and rac color, religion,, a dt sex, of, andes, or who recommend tra c be made fullpsign and taken without regard in such action, policy The following procedures shall be followed: con ractially ibi tits the contractor's EEO P and age or disability• ro ect of, and will imp, provide EEO in each grade agreement nsibilities to P conditions and employee facilities contractual responsibilities To ensure that the above agr a.The contractor will conduct periodic inspections of project• classification of employment. will be taken as a minimum: sites to ensure that working treatment of project site will be met,the following personnel office do not indicate discriminatory s of supervisory and of work and then personnel• spread of a.Periodic w will be periodically evaluate the sevidence employees will be conduced before sore neat which time be b.The contractor will p not less often than once every ls, at which wages paid within each classification to determine any EEO policy and its implementation wage practices. contractor's swill be conducted by the of discriminatory personnel reviewed and explained. The meeting review selected p EEO All net. will be c.The contractor will periodically personnel office employees actions in depth to determine iv ge whether found,there contractor c will b.All new supervisory ra or to the EEO Officer,covering all discrimination. given a thorough indoctrination by promptly atio corrective extend io beyond review ns that the g discrimination take n may exnd bey major aspects of the contractor's duty with helcont actor.thirty EEO days All their reporting corrective action shall include all affected persons. complaints of personnel who are engaged in direct recruitment for the d.ed contractor will promptly investigate all coin c.All p the EEO Officer in the contractor's alleged t to resolve m lai s such f ct will be instructed by . minority group employees. ed under this contract, attempt with project and hiring procedures for locating his obligations will take appropriate corrective indicates that forth accessible ble contractor's tocem'1 y s complaints,and If the investigation the action omw thin a d.Notices and posters setting reasonable time. affect persons other than persons. Upon policy will be placed in areas readily potential employees employees,y discrimination may applicants for employment E and p aclud the contractor ons inform the procedures to such corrective action shall include such other p olic and completion of each investigation,brought to the attention of every complainant of all of his avenues of appeal. e.The contractor's c EEO policy ploy or other implement such policy s employee handbooks, and Promotion: employees by means of meetings, 6.Training the will assist in locating, qualifying, and appropriate means• employees, and women employees, advertising for The contractor 4.Recruitment: When All such increasing the skills of minority group an Employer." a large and applicants for employment. contractor will include ual in Opportunity advertisements for employees the a. adverbs: An will be placed in publications having a l large regulations, the advertisements groups in the area from State reg s i.e., minority gT b.Consistent with uheecon contractor's and work force requirements circulation among and as permissible full use of training programs, the project The ont a for will,normally pr dude d. a valid bargaining contractor shall ana on-tll us trfi trai �yherroo rams i 2, recluded by a renticeship, bt tram sh or be e a.The cd cprivate emt mates and direct recruitment ike to yield apprenticeship, hical area of contract performance. In the ble, a qualified requirement, percent of apprentices or trainees in e each occupation this in agreement, private employee referral sources likely to yield P°� P year of apprenticeship the contractor and o ou appliurces• Tp meet this req ou their first y is rovrdtd unng.this contras nt a empfiye minority g• b sources of potential ti feed ty u P ecial provision for training ceded id as i under t sn the P with such identified sources sp will be sup the res w whereby identify minority be referred subparagraph. employees, and establish group applicants may provision. procedures whereby minority gT to ees and applicants for consideration. and entrance to the contractor event for employment aining agreement c.The contractor will advise e training programs ected to employment of available b.In the event the contractor hall valid eferralsu,bargaining is expected requirements for each. providing the exclusive hiring agreement to the extent that the req provisions of that agT fiance with EEO contract The contractor will periodically review the training an provisions.i the p group and women employees• system permits the contractor's compliance EEO o contract of d. potential of minority mority to apply for such training (The DOL has held that where implementation a ainst promotion p e eligible mi employees provsions. ( will encourag such agreements have the effect of discriminating as and promotion. or obligatesExecutcontractor ve coterie 11246,same, and or women,minorities implementation violates such P amended.) to c.The contractor will encourage his present employees Form 1273—Revised 3-95 _4 08-07-95 page 12-68 March 15,2001 .. t -04 2-E 1 Local Assistance Procedures Manual EXHIBIT HIBIT 1 t B PS&E Checklist Instructions 7.Unions: If source contractor emploe relies in whole part se his/her requirements. Such records shall be retained for a period of three best efforts as a source of he c employees, the of years following completion of the contract work and shall be best efforts to obtain the cooperation of such unions to increase y g opportunities effect for eferrals by such Bunions of minority and female thorized representatives of the SHA places d the FHWApection by au- and employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures following:a.The records kept by the contractor shall document the set forth below: 1 The number of minority and non-minority group a.The contractor will use best efforts to develop, in coop- members and women employed in each work classification on eration with the unions, l ,joint training programs aimed toward qualifying more minority group members and women for the project; membership in the unions and increasing the skills of minority (2)The progress and efforts being made in cooperation group employees oym and women so that they may qualify for higher with unions, when applicable, to increase employment op- portunities employment. portunities for minorities and women; b.The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will (3) P gr The progress and efforts being made in locating,hiring, be contractually bound to refer applicants without regard to their training, qualifying,n and upgrading minority and female race,color,religion,sex,national origin,age or disability. c.The contractor is to obtain information as to the referral (4)The progress and efforts being made in securing the such informationtisewithin the exclusive possess to the labor meaningful minority sand femalerrepresentat on among their such union and such labor union refuses to furnish such information employees. to the contractor,the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such each b.The ly for acto s will f the project,n nu l report i to the a SHA information. of minority, women, and non-minority group employees d.In the event the union is unable to provide the contractor currently engaged in each work classification required by the with a reasonable flow of minority and women referrals within FIIWAt139rk If This he job information ngiss to be reported on special the contractor limit set,through in g the independent bargaining agreement, provision, the contractor will be required to collect and report the contractor will,through independent recruitment efforts, fill p the employment vacancies without regard to race, color, training data. religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group III NONSEGREGATED FACILITIES persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective (Applicable to all Federal-aid construction contracts and to all bargaining agreement providing for exclusive referral failed to related subcontracts of$10,000 or more.) refer minority employees.) In the event the union referral prac- tice a.By submission of this bid,the execution of this contract or pursuant ant to ec ive Order from meeting the obligations an these subcontract, or the consummation of this material supply pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the agreement or purchase order,as appropriate,the bidder,Federal- SHA aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain 8.Selection of Subcontractors, Procurement of Materials or provide for its employees any segregated facilities at any of and Leasing of Equipment: The contractor shall not discriminate its establishments, and that the firm does not permit its on the grounds of race, color,religion, sex,national origin, age or employees to perform their services at any location, under its disability in the selection and retention of subcontractors,including control, where segregated facilities are maintained. The firm procurement of materials and leases of equipment. agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no a.The contractor shall notify all potential subcontractors and employee will be denied access to adequate facilities on the suppliers of his/her EEO obligations under this contract. basis of sex or disability. I b.Disadvantaged business enterprises(DBE),as defined in 49 CFR 26, shall have equal opportunity to compete for and b.As used in this certification,the term"segregated facilities" means any waiting rooms, work areas, restrooms and perform subcontracts which the contractor enters into pursuant washrooms, restaurants and other eating areas, time clocks, to this contract. The contractor will use his best efforts to solicit locker rooms, and other storage or dressing areas, parking lots, bids from and to utilize DBE subcontractors or subcontractors drinking fountains, recreation or entertainment areas, with meaningful minority group and female representation transportation, and housing facilities provided for employees among their employees. Contractors shall obtain lists of DBE which are segregated by explicit directive, or are, in fact, seg- construction firms from SHA personnel. regated on the basis of race,color, religion,national origin,age or disability, because of habit, local custom,or otherwise. The c.The contractor will use his best efforts to ensure subcon- only exception will be for the disabled when the demands for tractor compliance with their EEO obligations. accessibility override(e.g.disabled parking). 9.Records and Reports: The contractor shall keep such Form 1273—Revised 3-95 08-07-95 FR-5 Page 12-69 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E B PS&E Checklist Instructions c.The contractor agrees that it has obtained or will obtain 2.Classification: identical certification from proposed subcontractors or material a.The SHA contracting officer shall require that any class of material prior agreements award off$10,000 or mor ore consummation of laborers or mechanics employed under the contract,which is not material supply agreements of$10,000 or more and that it will retain such certifications in its files. listed in the wage determination, shall be classified in conformance with the wage determination. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE b.The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the (Applicable to all Federal-aid construction contracts exceeding following criteria have been met: $2,000 and to all related subcontracts, except for projects located (1)the work to be performed by the additional classif- on roadways classified as local roads or rural minor collectors, cation requested is not performed by a classification in the which are exempt.) wage determination; 1.General: (2)the additional classification is utilized in the area by the construction industry; a.All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often (3)the proposed wage rate, including any bona fide fringe than once a week and without subsequent deduction or rebate on benefits, bears a reasonable relationship to the wage rates any account[except such payroll deductions as are permitted by contained in the wage determination;and regulations(29 CFR 3)] issued by the Secretary of Labor under (4)with respect to helpers, when such a classification the Copeland Act (40 U.S.C.276c) the full amounts of wages prevails in the area in which the work is performed. and bona fide fringe benefits(or cash equivalents thereof)due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the c.If the contractor or subcontractors, as appropriate,ro riate, the Secretary of Labor(hereinafter"the wage determination")which laborers and mechanics(if known)to be employed in the addi- is attached hereto and made a part hereof, regardless of any tional classification or their representatives, and the contracting contractual relationship which may be alleged to exist between officer agree on the classification and wage rate (including the the contractor or its subcontractors and such laborers and amount designated for fringe benefits where appropriate), a mechanics. The wage determination (including any additional report of the action taken shall be sent by the contracting officer classifications and wage rates conformed under paragraph 2 of to the DOL, Administrator of the Wage and Hour Division, this Section IV and the DOL poster (WH-1321) or Form Employment Standards Administration, Washington, D.C. FHWA-1495) shall be posted at all times by the contractor and 20210. The Wage and Hour Administrator, or an authorized its subcontractors at the site of the work in a prominent and representative, will approve, modify, or disapprove every accessible place where it can be easily seen by the workers. For additional classification action within 30 days of receipt and so the purpose of this Section, contributions made or costs advise the contracting officer or will notify the contracting reasonably anticipated for bona fide fringe benefits under officer within the 30-day period that additional time is Section 1(b)(2) of the Davis-Bacon Act (40 U.S.C.276a) on necessary. behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section d.In the event the contractor or subcontractors, as appro- IV,paragraph 3b,hereof. Also,for the purpose of this Section, priate, the laborers or mechanics to be employed in the addi- regular contributions made or costs incurred for more than a tional classification or their representatives, and the contracting weekly period (but not less often than quarterly) under plans, officer do not agree on the proposed classification and wage rate funds, or programs, which cover the particular weekly period, (including the amount designated for fringe benefits, where are deemed to be constructively made or incurred during such appropriate), the contracting officer shall refer the questions, weekly period. Such laborers and mechanics shall be paid the including the views of all interested parties and the appropriate wage rate and fringe benefits on the wage deter- recommendation of the contracting officer, to the Wage and mination for the classification of work actually performed, Hour Administrator for determination. Said Administrator, or without regard to skill,except as provided in paragraphs 4 and 5 an authorized representative, will issue a determination within of this Section IV. 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that b.Laborers or mechanics performing work in more than one additional time is necessary classification may be compensated at the rate specified for each The wage rate(including fringe benefits where appropriate) classification for the time actually worked therein,provided,that a the employer's payroll records accurately set forth the time determined pursuant to paragraph 2c or 2d of this Section IV spent in each classification in which work is performed. shall be paid to all workers performing work in the additional classification from the first day on which work is performed in c.All rulings and interpretations of the Davis-Bacon Act and the classification. related acts contained in 29 CFR 1,3,and 5 are herein incorporated by reference in this contract. 3.Payment of Fringe Benefits: a.Whenever the minimum wage rate prescribed in the con- tract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate,the contractor or subcontractors, as appropriate, shall either pay the benefit Form 1273—Revised 3-95 08-07-95 FR-6 Page 12-70 March 15,2001 LPP 01-04 -E 12 Local Assistance Procedures Manual EXHIBIT HIBIT 12 B PS&E Checklist Instructions 4 In the event the Bureau of Apprenticeship and Training, as stated in the t wage determination u Shen pay another bona or(a)State apprenticeship agency recognized by the Bureau, fide fringe benefit or an hourly case equivalent thereof. withdraws approval of an apprenticeship program, the b.If the contractor or subcontractor, as appropriate, does not contracttor rent sues antractothan will no longer be predetermined permitted make payments as a part a trustee e wages a other laborer person,mechanic may rate for the comparable work performed by regular employees consider as a part of the wages of any laborer or mechanic the p amount of any costs reasonably anticipated in pro ii tg bona until an acceptable program is approved. fide fringe benefits under a plan or program, provided, Secretary of Labor has found, upon the written request of the b.Trainees: contractor,that the applicable standards of the Davis-Bacon Act (1)Except as provided in 29 CFR 5.16,trainees will not be have been met. The Seca se of Labor may require the permitted to work at less than the predetermined rate for the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. performed they cpue vrvprior individually ually egist red in a program employed hih has rec ed rmal 4.Apprentices and Trainees(Programs of the U.S.DOL) Employment evidenced Train by m nictrai c tion by the DOL, and Helpers: (2)The ratio of trainees to journeyman-level employees on a.Apprentices: the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. (1)Apprentices will be permitted to work at less than the Any employee listed on the payroll at a trainee rate who is not predetermined rate for the work they performed when they are registered and participating in a training plan approved by the employed pursuant to and individually registered in a bona Employment and Training Administration shall be paid not fide apprenticeship program registered with the DOL, less than the applicable wage rate on the wage determination Employment and Training Administration, Bureau of for the classification of work actually performed. In addition, Apprenticeship and Training, or with a State apprenticeship any trainee performing work on the job site in excess of the agency recognized by the Bureau,or if a person is employed ratio permitted under the registered program shall be paid not in his/her first 90 days of probationary employment as an less than the applicable wage rate on the wage determination apprentice in such an apprenticeship program, who is not for the work actually performed. individually registered in the program, but who has been (3)Every trainee must be paid at not less than the rate certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency(where appropriate)to be eligible specified in the approved program for his/her level of for probationary employment as an apprentice. progress, expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination. (2)The allowable ratio of apprentices to journeyman-level Trainees shall be paid fringe benefits in accordance with the employees on the job site in any craft classification shall not provisions of the trainee program. If the trainee program does be greater than the ratio permitted to the contractor as to the not mention fringe benefits, trainees shall be paid the full entire work force under the registered program. Any amount of fringe benefits listed on the wage determination employee listed on a payroll at an apprentice wage rate, who unless the Administrator of the Wage and Hour Division is not registered or otherwise employed as stated above, shall determines that there is an apprenticeship program associated be paid not less than the applicable wage rate listed in the with the corresponding journeyman-level wage rate on the wage determination for the classification of work actually wage determination which provides for less than full fringe performed. In addition, any apprentice performing work on benefits for apprentices, in which case such trainees shall re- the job site in excess of the ratio permitted under the ceive the same fringe benefits as apprentices. registered program shall be paid not less than the applicable (4)In the event the Employment and Training Adminis- wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is tration withdraws approval of a training program, the con- performing construction on a project in a locality other than tractor or subcontractor will no longer be permitted to utilize that in which its program is registered, the ratios and wage trainees at less than the applicable predetermined rate for the rates (expressed in percentages of the journeyman-level work performed until an acceptable program is approved. hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. c.Helpers: (3)Every apprentice must be paid at not less than the rate Helpers will be permitted to work on a project if the helper specified in the registered program for the apprentice's level classification is be permit and defined on the project applicable the helper le of vel el hourly rate as a percentage of the fable wage determination or is approved pursuant to the conformance lever houon Apprentices specified in the applicable wage procedure set forth in Section IV.2. Any worker listed on a determination. Apprentices shall be paid fringe benefits in pa payroll at a helper wage rate, who is not a helper under an accordance with the provisions of the apprenticeship program. a proved definition, shall be paid not less than the applicable If the apprenticeship program does not specify fringe benefits, approved a rate on the wage determination for the classification of apprentices must be paid the full amount of fringe benefits work actually performed. listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. Form 1273—Revised 3-95 08-07-95 FR-7 Page 12-71 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E B PS&E Checklist Instructions 5.Apprentices and Trainees(Programs of the U.S.DOT): 9.Withholding for Unpaid Wages and Liquidated Damages: Apprentices and trainees working under apprenticeship and skill The SHA ed representative shall upon it own n the DOL wi�oniolri written request su to be training programs which have been certified by the Secretary of any hig way construction ograms are not subject to the requirements by the contractor on actor or subcontractor under any contract or any highway paragraph programs of paragraph 4 of this Section N. The straight time hourly wage other Federal contract with the same prime contractor,or any other established for apprentices the particular programs. The of apprentices n Safety federally-assisted Standards which is held bye the Contract same prime contractor, antablished to p and trainees to journeymen shall not be greater than permitted by such iilit es of such may or subcontractor for necessary aid satisfy ages and the terms of the particular program. liquidated damages as provided in the clause set forth in paragraph 8 above. 6.Withholding: The SHA shall upon its own action or upon written request of an V. STATEMENTS AND PAYROLLS authorized representative of the DOL withhold, or cause to be licable to all Federal-aid construction contracts exceeding withheld, from the contractor or subcontractor under this contract (App or any other Federal contractor, or $2,000 a except contract with the an y other federally-assisted contract subject to Davis-Bacon on roadways classified as local roads or rural collectors,which are prevailing wage requirements which is held by the same prime exempt.) contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including 1.Compliance with Copeland Regulations(29 CFR 3): apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the The contractor shall comply with the Copeland Regulations of contract. In the event of failure to pay any laborer or mechanic, the Secretary of Labor which are herein incorporated by reference. including any apprentice,trainee, or helper, employed or working on the site of the work, all or part of the wages required by the 2.Payrolls and Payroll Records: contract, the SHA contracting officer may, after written notice to a.Payrolls and basic records relating thereto shall be the contractor, take such action as may be necessary to cause the maintained Payrolls the contractor asic e and each subcontractor during the suspension of any further payment,advance,or guarantee of funds course of the thek and preserved and for a bcont of 3 years from until such violations have ceased. the date of completion of the contract for all laborers, 7.Overtime Requirements: mechanics,apprentices,trainees,watchmen,helpers,and guards working at the site of the work. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of b.The payroll records shall contain the name, social security laborers, mechanics, watchmen, or guards (including apprentices, number, and address of each such employee; his or her correct trainees, and helpers described in paragraphs 4 and 5 above)shall classification; hourly rates of wages paid (including rates of require or permit any laborer, mechanic, watchman, or guard in contributions or costs anticipated for bona fide fringe benefits or any workweek in which he/she is employed on such work,to work cash equivalent thereof the types described in Section 1(b)(2)(B) in excess of 40 hours in such workweek unless such laborer, of the Davis Bacon Act); daily and weekly number of hours mechanic,watchman,or guard receives compensation at a rate not worked; deductions made; and actual wages paid. In addition, less than one-and-one-half times his/her basic rate of pay for all for Appalachian contracts, the payroll records shall contain a hours worked in excess of 40 hours in such workweek. notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, 8.Violation: paragraph 1. Whenever the Secretary of Labor,pursuant to Sec- tion IV,paragraph 3b,has found that the wages of any laborer or Liability for Unpaid Wages; Liquidated Damages: In the event mechanic include the amount of any costs reasonably anticipated in of any violation of the clause set forth in paragraph 7 above, the in providing benefits thn Davis l acoor program ontsc or and contractor and any subcontractor responsible thereof shall be liable Section 1(b)(2)(B) to the affected employee for his/her unpaid wages. In addition, each subcontractor shall maintain records which show that the such contractor and subcontractor shall be liable to the United commitment l tan provide dinan financially benefits enforceable,o that bthe plan the States(in the case of work done under contract for the District of plan or has rtes communicated responsible,in i to ate laborers or Columbia or a territory, to such District or to such territory) for program liquidated damages. Such liquidated damages shall be computed mechanics affected, and show the cost anticipated or the actual with respect to each individual laborer, mechanic, watchman, or cost incurred in providing benefits. Contractors or guard employed in violation of the clause set forth in paragraph 7, subcontractors employing mapprenticesitt or evidence of the in the sum of$10 for each calendar day on which such employee approved programs required or permitted to work in excess of the standard work registration of apprentices and trainees, and ratios and wage week of 40 hours without payment of the overtime wages required rates prescribed in the applicable programs. by the clause set forth in paragraph 7. Form 1273—Revised 3-95 08-07-95 FR-8 Page 12-72 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E Attachment B PS&E Checklist Instructions c.Each contractor and subcontractor shall furnish,each week in which any contract work is performed, to the SHA resident VI. RECORD OF MATERIALS,SUPPLIES,AND engineer a payroll of wages paid each of its employees LABOR (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards en- 1.On all Federal-aid contracts on the National Highway System, gaged on work during the preceding weekly payroll period). except those which provide solely for the installation of protective The payroll submitted shall set out accurately and completely all devices at railroad grade crossings,those which are constructed on of the information required to be maintained under paragr a p a force account or direct labor basis, highway beautification of this Section V. This information may be submitted in any contracts, and contracts for which the total final construction cost form desired. Optional Form WH-347 is available for this for roadway and bridge is less than$1,000,000(23 CFR 635)the purpose and may be purchased from the Superintendent of contractor shall: Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The a.Become familiar with the list of specific materials and prime contractor is responsible for the submission of copies of supplies contained in Form FHWA-47, "Statement of Materials Construction payrolls by all subcontractors. and Labor Used Contractor Highway Federa Funds," prior to the commencement of work d.Each payroll submitted shall be accompanied by a under this contract. "Statement of Compliance," signed by the contractor or sub- contractor or his/her agent who pays or supervises the payment b.Maintain a record of the total cost of all materials and of the persons employed under the contract and shall certify the supplies purchased for and incorporated in the work,and also of following: the quantities of those specific materials and supplies listed on (1)that the payroll for the payroll period contains the Form FHWA-47,and in the units shown on Form FHWA-47. information required to be maintained under paragraph 2b of c.Furnish, upon the completion of the contract, to the SHA this Section V and that such information is correct and resident engineer on Form FHWA-47 together with the data complete; required in paragraph relative conract work indicating the total final labor summary (2)that such laborer or mechanic (including each helper, hours worked and the total amount earned. apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, 2.At the prime contractor's option, either a single report without rebate. either directly or indirectly, and that no covering all contract work or separate reports for the contractor deductions have been made either directly or indirectly from and for each subcontract shall be submitted. the full wages earned,other than permissible deductions as set forth in the Regulations,29 CFR 3; VII. SUBLETTING OR ASSIGNING THE CONTRACT (3)that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent 1.The contractor shall perform with its own organization for the classification of worked performed,as specified in the contract work amounting to not less than 30 percent(or a greater d applicable wage determination incorporated into the contract. peigiennatl a cgoe y i lcty o nitems designated by e.The weekly submission of a properly executed certification the State. Specialty items may be performed by subcontract and set forth on the reverse side of Optional Form WH-347 shall the amount of any such specialty items performed may be deducted satisfy the requirement for submission of the "Statement of from the total original contract price before computing the amount Compliance"required by paragraph 2d of this Section V. oof gaznrk ion required 3 CFR 635).e performed by the contractor's own f.The falsification of any of the above certifications may subject the contractor U.S.C.civil or criminal prosecution under 18 workers employed and paid directly y the prime contractor an U.S.C. 1001 and 31 S. .231. equipment owned or rented by the prime contractor, with or g.The contractor or subcontractor shall make the records re- without operators. Such term does not include employees or quired under paragraph 2b of this Section V available for inspec- equipment of a subcontractor, assignee, or agent of the prime tion, copying, or transcription by authorized representatives of contractor. the SHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during working hours on b."Specialty Items" shall be construed to be limited to work the job. If the contractor or subcontractor fails to submit the re- that requires highly specialized knowledge, abilities, or quired records or to make them available,the SHA,the FHWA, equipment not ordinarily available in the type of contracting the DOL, or all may, after written notice to the contractor, organizations qualified and expected to bid on the contract as a sponsor, applicant, or owner, take such actions as may be nec- whole and in general are to be limited to minor components of essary to cause the suspension of any further payment,advance, the overall contract. or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. Form 1273—Revised 3-95 08-07-95 FR-9 Page 12-73 March 15,2001 LPP 01-04 EXHIBIT 12-E Local Assistance Procedures Manual EXAHttachment B PS&E Checklist Instructions 2.The contract amount upon which the requirements set forth in garding the seriousness of these and similar acts, the following paragraph 1 of Section VII is computed includes the cost of notice shall be posted on each Federal-aid highway project (23 material and manufactured er products or the contract are provisions.t e urchased or CFR so63 concerned morthe aces where it is readily available to all produced by the contractor 3.The contractor shall furnish(a)a competent superintendent or NOTICE TO DE ALL HRSONNE P ENGAGED S ON supervisor who is employed by the firm,has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations 18 U.S.C. 1020 reads as follows: (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and "Whoever being an officer, agent, or employee of the United engineering services)as the SHA contracting officer determines is States, or any State or Territory, or whoever, whether a person, necessary to assure the performance of the contract. sttet, l a e °s corporation, se roa false fa representation, or false as to the character, 4.No portion of the contract shall be sublet, assigned or quality, quantity, or cost of the material used or to be used, or the otherwise disposed of except with the written consent of the SHA quantity or quality of the work performed or to be performed, or contracting officer, or authorized representative, and such consent the cost thereof in connection with the submission of plans, maps, when given shall not be construed to relieve the contractor of any specifications, contracts, or costs of construction on any highway responsibility for the fulfillment of the contract. Written consent or related project submitted for approval to the Secretary of will be given only after the SHA has assured that each subcontract Transportation;or is evidenced in writing and that it contains all pertinent provisions Whoever knowingly makes any false statement, false repre- and requirements of the prime contract. sentation,false report or false claim with respect to the character, VIII. SAFETY:ACCIDENT PREVENTION per- formed, or materials fuurnished or�torbe furnished,or n connection 1.In the performance Federal,State, nd local laws governing with the Secretary of Transportation or or related project approved comply with all applicable safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, other needed actionsvas it determines,ttor as the SHA sentation as to material fact in any any sttatement,rcertificate,lor report and take any contracting officer may determine, to be reasonably necessary to submitted pursuant provisions Federal-aid Roads Act and sup- the the life and health of employees on the job and the safety of approved July the public and to protect property in connection with the plemented; performance of the work covered by the contract. Shall be fined not more that $10,000 or imprisoned not more 2.It is a condition of this contract,and shall be made a condition than 5 years or both." of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not FEDERAL WATER POLLUTION CONTROL TACT AND permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous (Applicable to all Federal-aid construction contracts and to all or dangerous to his/her health or safety, as determined under related subcontracts total oF$100000 or more.) construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor,in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 By submission of this bid or the execution of this contract, or U.S.C.333). subcontract, as appropriate, the bidder, Federal-aid construction contractor,or subcontractor,as appropriate,will be deemed to have 3.Pursuant to 29 CFR 1926.3, it is a condition of this contract stipulated as follows: that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to 1.That any facility that is or will be utilized in the performance inspect or investigate the matter of compliance with the of this contract,unless such contract is exempt under the Clean Air construction safety and health standards and to carry out the duties Act, as amended (42 U.S.C. 1857 et seq., as amended by Pub. L. of the Secretary under Section 107 of the Contract Work Hours 91-604), and under the Federal Water Pollution Control Act, as and Safety Standards Act(40 U.S.C.333). amended(33 U.S.C. 1251 et seq.,as amended by Pub.L.92-500), Executive Order 11738,and regulations in implementation thereof IX. FALSE STATEMENTS CONCERNING HIGHWAY (40 CFR 15) is not listed, on the date of contract award, on the PROJECTS U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. In order to assure high quality and durable construction in degrees of reliability with approved on sta emen and and representations specifications made high y all2thet requirements of Sectio comply 14 of he Clean compliance ir Act and degree r engineers, contractors, suppliers, and workers on Federal-aid Section 308 of the Federal Water Pollution Control Act and all highway projects,it is essential that all persons concerned with the regulations and guidelines listed thereunder. project perform their functions as carefully, thoroughly, and honestly as possible. Willful ft i promptly nthe otify representation es ettoanyacts related to the projects a any communication from i t r Ofce o ederaActiviiti s, violation of Federal law. To prevent any misunderstanding re- EPA, indicating that a facility that is or will be utilized Form 1273—Revised 3-95 08-07-95 FR-10 Page 12-74 March 15,2001 LPP 01-04 EXHIBIT 12-E Local Assistance Procedures Manual EXAHttachment B PS&E Checklist Instructions for the contract is under consideration to be listed on the EPA List submitting this proposal include clause of Violating Facilities. "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," 4.That the firm agrees to include or cause to be included the provided by the department or agency entering into this covered requirements of paragraph 1 through 4 of this Section X in every transaction, without modification, in all lower tier covered nonexempt subcontract, and further agrees to take such action as transactions and in all solicitations for lower tier covered the government may direct as a means of enforcing such re- transactions. quirements. h.A participant in a covered transaction may rely upon a XI. CERTIFICATION REGARDING DEBARMENT, certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or SUSPENSION,INELIGIBILITY AND VOLUNTARY voluntarily excluded from the covered transaction, unless it EXCLUSION knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the el- 1.Instructions for Certification-Primary Covered gquired to, check the nonprocurement portion othe U Lists of Transactions: Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the (Applicable to all Federal-aid contracts 49 CFR 29) General Services Administration. a.By signing and submitting this proposal, the prospective i.Nothing contained in the foregoing shall be construed to primary participant is providing the certification set out below. require establishment of a system of records in order to render in b.The inability of a person to provide the certification set out good faith the certification required by this clause. The below will not necessarily result in denial of participation in this knowledge and information of participant is not required to covered transaction. The prospective participant shall submit an exceed that which is normally possessed by a prudent person in explanation of why it cannot provide the certification set out the ordinary course of business dealings. below. The certification or explanation will be considered in Except for transactions authorized under paragraph f of whetheri to enter the department or agency's we a determination lur o he these instructions, if a participant in a covered transaction whether to enter into a this transaction.to However, failure of the knowingly enters into a lower tier covered transaction with a explanation shall participant to perch a certification or an person who is suspended, debarred, ineligible, or voluntarily this transan shall disqualify such a person from participation in excluded from participation in this transaction, in addition to this transaction. other remedies available to the Federal Government, the de- c.The certification in this clause is a material representation partment or agency may terminate this transaction for cause or of fact upon which reliance was placed when the department or default. agency determined to enter into this transaction. If it is later *** determined that the prospective primary participant knowingly * * rendered an erroneous certification,in addition to other remedies Certification Regarding Debarment, available to the Federal Government, the department or agency Suspension,Ineligibility and Debarment, may terminate this transaction for cause of default. Exclusion—Primary Covered Transactions d.The prospective primary participant shall provide im- mediate 1 The prospective primary participant certifies to the best of poa written submitted to the department the prospective to whom cry its knowledge and belief,that it and its principals: proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed a.Are not presently debarred, suspended, proposed for circumstances. debarment, declared ineligible, or voluntarily excluded from circumstances. covered transactions by any Federal department or agency; e.The terms "covered transaction," "debarred," "suspended," b.Have not within a 3-year period preceding this proposal "ineligible," "lower tier covered transaction," "participant," been convicted of or had a civil judgment rendered against "person,""primary covered transaction,""principal,""proposal," them for commission of fraud or a criminal offense in and "voluntarily excluded," as used in this clause, have the connection with obtaining, attempting to obtain, or meanings set out in the Definitions and Coverage sections of cerformin a public (Federal, State or local) transaction or rules implementing Executive Order 12549. You may contact performing undeea public transaction; violation of Federal or the department to or agency a copy which oses proposal is submitted for State antitrust statutes or commission of embezzlement,theft, assistance in obtaining a copy of those regulations. forgery, bribery, falsification or destruction of records, f.The prospective primary participant agrees by submitting making false statements,or receiving stolen property; this proposal that, should the proposed covered transaction be c.Are not presently indicted for or otherwise criminally or entered into, it shall not knowingly enter into any lower tier civilly charged no pr b a governmental for entty (Federal,criminally or covered transaction with a person who is debarred, suspended, civillyw by a of any the entity (Federal, enumerated or declared ineligible,or voluntarily excluded from participation in ) lb commission of this certification;and this covered transaction,unless authorized by the department or paragraph agency entering into this transaction. g.The prospective primary participant further agrees by Form 1273—Revised 3-95 08-07-95 FR-11 Page 12-75 March 15,2001 LPP 01-04 Local Assistance Procedures Manual 2-E EXHIBIT 1 1 t B PS&E Checklist Instructions A EXHIBIT 3-year period preceding this ap- required to,check the Nonprocurement List. d.Have not within a 3-y P ublic transactions plication/proposal had one or more public h.Nothing contained in the foregoing shall be construed to (Federal,State or local)terminated for cause or default. require establishment of a system of records in order to render riinn 2.Where the prospective primary participant is unable to good faith the certification required by this of the statements in this certification, such knowledge and information of participant is not required to e prospective to any exceed that which is normally possessed by a prudent person in prospective participant shall attach an explanation to this the ordinary course of business dealings. proposal. paragraph e of **** * i.Except for transactions authorized under paragr p these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a 2.Instructions for Certification-Lower Tier Covered person who is suspended, debarred, ineligible, or voluntarily Transactions: excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the de- (Applicable to all subcontracts,purchase orders and other lower partment or agency with which this transaction originated may tier transactions of$25,000 or more-49 CFR 29) pursue available remedies, including suspension and/or debarment. a.By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b.The certification in this clause is a material representation Certification Regarding Debarment, of fact upon which reliance was placed when this transaction Suspension,Ineligibility and Voluntary was entered into. If it is later determined that the prospective Exclusion-Lower Tier Covered Transactions lower tier participant knowingly rendered an erroneous 1 The prospective lower tier participant certifies, by Federal Government,in addition other remedies agen available to the submission of this proposal,that neither it nor its principals is Federal transaction originated the department rpursue available remedies,includ including presently debarred, suspended, proposed for debarment, suspension originated may p declared ineligible,or voluntarily excluded from participation suspension and/or debarment. c in this transaction by any Federal department or agency. c.The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is 2.Where the prospective lower tier participant is unable to submitted if at any time the prospective lower tier participant certify to any of the statements in this certification, such learns that its certification was erroneous by reason of changed prospective participant shall attach an explanation to this proposal. circumstances. d.The terms "covered transaction," "debarred," "suusspen ans d "ineligible," "primary covered transaction," "p pant," "person," "principal,""proposal," and"voluntarily excluded," as XII. CERTIFICATION REGARDING USE OF used in this clause,have the meanings set out in the Definitions NTRACT FUNDS FOR LOBBYING CO and Coverage sections of rules implementing Executive Order A licable to all Federal-aid construction contracts and to all 12549. ub i You may contact obtaining person copy y which this of those regulations.r ( pP submitted for assistance in obtaining a copy related subcontracts which exceed$100,000-49 CFR 20) e.The prospective lower tier participant agrees by submitting 1 The prospective participant certifies, by signing and this ed into, it shall should the ing y proposed covered transaction be this P. entered into, it shall not knowingly isrdebarr debarred, suspended, and belief,that: or proposal,to the best of his or her knowledge covered transaction with a person ineligible,or voluntarily excluded from participation in person for influencing or this covered transaction,unless authorized by the department or by o on Federal appropriated ndeegundsthave been paid or will be pal agency with which this transaction originated. attempting to influence an officer or employee of any Federal f.The prospective this proposal lower tier participant def thiseclause titled agency, ongress,or Member employee of Congress,Member of Congress in connection submitting this eroposal thet it Federal contract, the making of any "Certification Regarding Debarment, Suspension, Ineligibility with the awarding of any and Voluntary Exclusion-Lower Tier Covered Transaction," Federal anti the making of any Federal extent the Bring non in all solicitations modification, in all lower covered ere transactions.transactions and renewal,amendment, or modification of any Federal contract, in all solicitations for lower tier covered transactions. grant,loan,or cooperative agreement. g.A participant in a covered transaction may rely upon a funds other than Federal appropriated funds have been transaction thof at a prospective de debarred, in a suspended, ineligible,er toe or a d or will be paid to any person for influencing or attempting to v l ntarily excl ie not debarred, redp transa onu or paid excluded from the covered transaction, unless it of influence an officer orpemployee f Congress, or employee a Member decide that the d and frequency is by which A participant may Congress, the method and frequency by which it determines the el- of a Member of Congress in connection with this Federal contract, igibility of its principals. Each participant may, but is not Form 1273—Revised 3-95 08-07-95 FR-12 Page 12-76 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B grant, loan, or cooperative agreement, the undersigned shall be subject to a civil penalty of not less than$10,000 and not more complete and submit Standard Form-LLL, "Disclosure Form to than$100,000 for each such failure. Report Lobbying,"in accordance with its instructions. 3.The prospective participant also agrees by submitting his or 2.This certification is a material representation of fact upon her bid or proposal that he or she shall require that the language of which reliance was placed when this transaction was made or en- this certification be included in all lower tier subcontracts, which tered into. Submission of this certification is a prerequisite for exceed $100,000 and that all such recipients shall certify and making or entering into this transaction imposed by 31 U.S.C. disclose accordingly. 1352. Any person who fails to file the required certification shall FEDERAL-AID FEMALE AND MINORITY GOALS In accordance with Section II, "Nondiscrimination," of 176 San Francisco-Oakland-San Jose,CA: "Required Contract Provisions Federal-aid Construction Contracts"the following are the goals for female utilization: SMSA Counties: 7120 Salinas-Seaside- Goal for Women Monterey,CA 28.9 (applies nationwide) (percent) 6.9 CA Monterey. 7360 San Francisco-Oakland,CA 25.6 The following are goals for minority utilization: CA Alameda;CA Contra Costa; CA Marin;CA San Francisco; CA San Mateo. CALIFORNIA ECONOMIC AREA 7400 San Jose,CA 19.6 CA Santa Clara. Goal 7485 Santa Cruz,CA. 14.9 (Percent) CA Santa Cruz. 174 Redding,CA: 7500 Santa Rosa,CA 9.1 CA Sonoma. Non-SMSA Counties 6.8 8720 Vallejo-Fairfield-Napa,CA 17.1 CA Lassen;CA Modoc; CA Napa;CA Solano CA Plumas;CA Shasta; CA Siskiyou;CA Tehama. Non-SMSA Counties 23.2 175 Eureka,CA: CA Lake;CA Mendocino; CA San Benito. Non-SMSA Counties. 6.6 Form 1273—Revised 3-95 CA Del Norte;CA Humboldt; 08-07-95 CA Trinity. 177 Sacramento,CA: 179 Fresno-Bakersfield,CA: SMSA Counties: SMSA Counties: 6920 Sacramento,CA. 16.1 0680 Bakersfield,CA 19.1 CA Placer;CA Sacramento; CA Kern. CA Yolo. 2840 Fresno,CA 26.1 CA Fresno. Non-SMSA Counties. 14.3 Non-SMSA Counties 23.6 CA Butte;CA Colusa; CA Kings;CA Madera; CA El Dorado;CA Glenn; CA Tulare. CA Nevada;CA Sierra; CA Sutter;CA Yuba. 180 Los Angeles,CA: 178 Stockton-Modesto,CA: SMSA Counties: 0360 Anaheim-Santa Ma-Garden SMSA Counties: Grove,CA 11.9 5170 Modesto,CA 12.3 CA Orange. CA Stanislaus. 4480 Los Angeles-Long 8120 Stockton,CA 24.3 Beach,CA 28.3 CA San Joaquin. CA Los Angeles. Non-SMSA Counties 19.8 6000 Oxnard-Simi Valley- CA Alpine;CA Amador; Ventura,CA 21.5 CA Calaveras;CA Mariposa; CA Ventura. CA Merced;CA Tuolumne. Form 1273—Revised 3-95 08-07-95 FR-13 Page 12-77 LPP 01-04 March 15,2001 2-E 1 Local Assistance Procedures Manual EXHIBIT HIBIT 1 t E PS&E Checklist Instructions 6780 Riverside-San Bernardino- 19.0 Ontario,CA. CA Riverside; CA San Bernardino. 7480 Santa Barbara-Santa Maria- 19.7 Lompoc,CA CA Santa Barbara. 24.6 Non-SMSA Counties CA Inyo;CA Mono; CA San Luis Obispo. 181 San Diego,CA: SMSA Counties 16.9 7320 San Diego.CA. CA San Diego. 18 2 Non-SMSA Counties CA Imperial. In addition to the reporting requirements set forth elsewhere in this contract the Contractor and subcontractors holding subcontracts,not including cnai material suppliers,of$10,000 or shall submit for to 23 CFR,Part 230),230),and in accordance e which h he instructions included thereon. as contained under Form FHWA PR-1391 (App Form 1273—Revised 3-95 08-07-95 FR-14 Page 12-78 March 15,2001 LPP 01-04 I QiP/ '/N14L BOUND ITEM FILE NO. 3.7747-2 COUNCIL MEETING—2/19/08 ACCT.NO. 242-362-5504-7747 RESOLUTION 2008-51 ITEM#11A CITY OF SAN BERNARDINO STATE OF CALIFORNIA a BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12350 FOR ' CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08 I-215 FREEWAY WIDENING, SEGMENT 3 p , r, `OfESSIJ'i► �� p 7 . ti sy o.54931c * Exp.Ow ' *I NI'OF C109. ' DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER, 2007 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON JANUARY 22 12008 k . VOLUME H 1,4 e7ligh5 1/04 PART IV CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD SPECIFICATIONS & SPECIAL CONDITIONS City of San Bernardino Municipal Water Department Standard Specifications & Special Conditions to the Standard Specifications FOR September 2007 BID & CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12350 CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET I-215 FREEWAY WIDENING, SEGMENT 3 CONTENTS: City of San Bernardino Municipal Water Department Standard Specifications and Drawings for Construction of Domestic Water Systems (Rev. No. 1). , April 2006 Section 1 - Supplementary Conditions to Greenbook Part I — General Provisions Section 2 - Materials Section 3 - Construction Methods and Control Sections 4—7 - (Not applicable) 1 Section 8 - Special Conditions to the Standard Specifications STANDARD SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION OF DOMESTIC WATER SYSTEMS REVISION NO . 1 'op 1/4 7,,Fisar lz-7.6,--!.5 4 • s. RR CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT APRIL 2006 STE "L“ 9 CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION OF DOMESTIC WATER SYSTEMS REVISION NO. 1 Approved By: alter William Bryden, P.E. Date . Director, Water Utility Approved By: Matthew . it field, P.E. Date. Principal Engineer 7,:`wniforn StandardeAppend'_r. E - `.;.c-r Standard Spec_fica=icns end Czawings .£tardari Specificaticns\_NTRCCUC.dcc INTRODUCTION These Water Standard Specifications are to be used as a guide by Private Engineers and Contractors in the design and installation of all additions or modifications to the San Bernardino Municipal Water Department (SBMWD) infrastructure. It is the intent that these Water Standard Specifications will provide uniformity in materials and installation of piping, valves, fire hydrants, service laterals, and other appurtenant equipment . These Water Standard Specifications will also provide for construction methods and controls to be used by Contractors to construct, pressure test, chlorinate, and place into service domestic water systems in the SBMWD service area . Note: Any changes to Sections 2 through 7 of these Water Standard Specifications shall be prepared as a separate document titled "Special Conditions to the Water Standard Specifications" (Section 8 of these Specifications) and shall be approved by SBMWD prior to construction. CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION OF DOMESTIC WATER SYSTEMS TABLE OF CONTENTS SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS 1-2 Definitions 1-3 Abbreviations 1-4 Units of Measure 2-0 Scope and Control of Work 2-3 Subcontracts 2-5 Plans and Specifications 3-0 Changes in Work 3-4 Changed Conditions 4-0 Control of Materials 5-0 Utilities 5-1 Locations 5-7 Title 22 Separation Requirements 6-0 Prosecution Progress and Acceptance of the Work 6-9 Liquidated Damages 7-0 Responsibilities of the Contractor 7-5 Permits 7-9 Protection and Restoration of Existing Improvements 7-15 As-Built Drawings 7-16 Public Notification SECTION 2 - MATERIALS 2-00 General 2-01 Ductile Iron Pipe 2-02 Special Applications Using Polyvinyl Chloride Pipe 2-03 Copper Tubing 2-04 Red Brass Pipe 2-05 Main Line Valves 2-06 Air and Vacuum, Air Release, and Combination Air Valves 2-07 Fire Hydrants 2-08 Main Line Pipe Fittings 2-09 Main Line Couplings 2-10 Service Lateral Installation 2-il Small Meters 2-12 Thrust Restraining Materials 2-13 Shop Drawing and Material Submittals 2-14 Coatings - Aboveground I nstallations 2-15 Access to Manufacturing and Test Facii,ti°s 2-16 Pipe Casing rater Quality _ar SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-01 Inspection 3-02 Preconstruction Details 3-03 Removals and Trench Excavation 3-04 Connection to Existing Facilities 3-05 Laying of Ductile Iron Pipe Water Main 3-06 Laying of PVC Pipe Water Main 3-07 Service Laterals 3-08 Pipe Bedding and Backfilling of Trench 3-09 Repaving and Finishing 3-10 Testing, Disinfection, and Flushing 3-11 Sheeting and Shoring 3-12 Jacking of Steel Casing 3-13 Polyethylene Protective Wrapping 3-14 Dedication of Improvements to the City 3-15 Record Drawings SECTION 4 - LARGE SERVICES AND FIRE SERVICES 4-01 General 4-02 Meters 4-03 Vault Installations 4-04 Coatings - Aboveground Installations 4-05 Aesthetics - Aboveground Installations SECTION 5 - BACKFLOW PREVENTION 5-01 Backflow Protection 5-02 Fire Line Assembly SECTION 5A - WELL CONSTRUCTION, DEVELOPMENT, AND TESTING 5A-0i General 5A-02 Materials 5A-03 Construction of Well 5A-04 Well Development Procedures 5A-05 Production Test Pumping 5A-06 Capping of Well 5A-07 Cleanup 5A-08 Records 5A-09 Abandonment 5A-10 Noise Abatement 5A-11 Site Inspection SECTION 5B - SUBMERSIBLE WELL PUMP 5B-01 General 5B-02 Products 5E-03 Execution 11 SECTION 5C - VERTICAL TURBINE SUPPLY WELL PUMPS 5C-01 General 5C-02 Products 5C-03 Execution SECTION 6 - ELECTRICAL 6-01 General Provisions 6-02 Temporary Construction Facilities 6-03 Conduits 6-04 Underground Ductbank • 6-05 Conductors 6-06 Boxes 6-07 Wiring Devices 6-08 Branch Circuit Panelboards 6-09 Disconnects 6-10 Overcurrent Protective Devices • 6-11 Support Devices 6-12 Diesel Standby Generators , , 6-13 Transfer Switch 6-14 Solid State Reduced Voltage Starters 6-15 Switchboards 6-16 Grounding, Ground Electrode 6-17 Transformer 6-18 Lighting Fixtures 6-19 General Control Devices 6-20 Motor Control SECTION 7 - SCADA SYSTEM *Currently Under Development SECTION 8 - SPECIAL CONDITIONS TO THE WATER STANDARD SPECIFICATIONS SECTION 9 - STANDARD DRAWINGS INDEX AND STANDARD DRAWINGS SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS PART 1 - AMENDMENTS TO GENERAL CONDITIONS These Supplementary Conditions amend or supplement the Standard Specifications for Public Works Construction Part I, Sections 1- 9 (SSPWC, 2003 Edition) to the extent that they are incorporated by reference in this specification and provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect . SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 1-2 DEFINITIONS Add the following to the definition of Agency: "The agency is San Bernardino Municipal Water Department (SBMWD) or Water Department or Department ." Add the following definition: "Owner - See Agency" Add the following to the end of the definition: "Project Specifications - Sections included under Water Standard Specifications and Special Conditions thereto. " Add the following to the definition of Specifications: "Project Specifications" Remove existing definition for "Engineer" and replace with the following: Engineer - The Department ' s Principal Engineer or his/her authorized representative . Add the following definition: City - The City of San Bernardino, California. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS Add the following definition: Developer - The person or organization having legal responsibility for construction of water systems in conjunction with development of property. Add the following definition: Superintendent - The field representative of the Contractor, present on the job site at all times during work, who is authorized to receive and fulfill instructions from the City. Add the following definition: Private Engineer or Design Engineer - The agent of the developer or independent engineer who has responsibility for the design and drawing of construction documents . • Add the following definition: Approved Equal - An equivalent product to that specified in these standard specifications and approved by the Utility before beginning of construction . No approved equal product is intended, unless so stated in these standard specifications . Add the following definition: Drawings - The words "DRAWINGS" or "CONTRACT DRAWINGS" or "PLANS" shall mean those drawings accompanying the specifications which show the location, nature, extent and form of the work, together with applicable details. Equivalent to the definition of "PLANS . " 1-3 ABBREVIATIONS 1-3.2 Common Usage Add the following abbreviations: ASTM - American Society for Testing and Materials ' -? SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS AWWA - American Water Works Association ANSI - American National Standards Institute DIPRA - Ductile Iron Pipe Research Association CAL-OSHA - California Occupational Safety and Health Administration SSPC - Steei 'Structures Painting Council UBC - Uniform Building Code UFC - Uniform Fire Code UPC - Uniform Plumbing Code WSS - Water Standard Specifications (SBMWD) f NSF - National Sanitation Foundation 1-4 UNITS OF MEASURE 1-4 .1 General Add the following to the end of Section 1-4. 1 : "The units of measure for this project are U.S. customary. " SECTION 2 - SCOPE AND CONTROL OF WORK Section 2-3 SUBCONTRACTS Delete this section and all subsections in their entirety. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General • Add the following after first paragraph: All work shall be subject to fees as provided for in the current cost letter, Rules and Regulations, and these standard 1-3 SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS specifications and shall be inspected by the Department or contracted Inspection Consultant to insure conformity to these specifications . Remove and replace last paragraph with the following: Conflicts and discrepancies noted by the Contractor shall be brought to the attention of the Department 's Engineer, or designated Water Utility Engineering Department personnel . The Department ' s Engineer or designated representative will review the conflicts or discrepancies and determine the appropriate course of action to follow, if any. Unless otherwise determined by the Department 's Engineer, the most stringent/restricted condition shall govern over all . Add following paragraph to the end of Section 2-5.1 : Provisions of reference specifications noted in these specifications and plans shall have the same effect as if written herein, unless expressly modified by these specifications. Any reference specification shall be understood to refer to the latest revision at the time of the beginning of work. 2-5.2 Precedence of Contract Documents Add the following to 2-5.2: Remove and replace No. 1 through Nc. 10 with the following: If there is a conflict between any of the Contract Documents, the document highest in precedence shall control . The precedence shall be as follows: 1 . Permits issued by jurisdictional regulatory agencies . 2 . Change Orders and/or Supplemental Agreements; whichever occurs last. 3. Contract/Construction Agreement SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS 4 . Addenda . S . Bid/Proposal . 6. Information For Bidders 7 . Supplementary Conditions to Greenbook, Part 1 - General Provisions . 8 . Greenbook, Part 1 - General Provisions - Sections 1 through 9. 9 . Special conditions to the Water Standard Specifications . 10. Plans . 11 . Standard Drawings . 12 . Standard Specifications. 13 . Reference Specifications . Detail drawings shall take precedence over general drawings . 2-5.3 Submittals Section 2-5.3 and all subsections Remove and replace with the following: 2-5.3 Submittal Procedures A. Accompany submittal with transmittal form provided at the end of this section or substitute form approved by Engineer. Submittals not accompanied by such a form, cr where all applicable items on the form are not completed, will be returned for resubmittal . All items being submitted shall be listed separately on the form. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing and detail number; and technical specification section number, as appropriate . C. Apply Contractor 's stamp, signed or initialed, certifying that review, verification of products required, field dimensions, adjacent construction, and coordination of information is in accordance with requirements of the Work and Specification. D. Allow ten (10) working days for each submittal for review, excluding delivery time to and from Contractor. • Add the following sections : 2-5.4 Shop Drawing A. Submit four (4) prints of each required item with Contractor' s stamp of approval. B. Stamp of approval to indicate: 1 . Contractor 's name. 2 . Name and number of contract . 3. Applicable specification section and paragraph. 4 . Applicable contract drawing. 5. Intended use . 6. Current revision and issue number on drawings and descriptive date . C. Indicate and identify deviations from Contract Documents, at time of Shop Drawing submittal . 2-5.4 .1 Shop Drawings (a) Wherever called for in the contract specifications er on the drawings, or when required by the Engineer, the Contractor shall submit to the Engineer four (4) prints of each required shop drawing for review . T.rle term .� "shop drawing" as used ?7c1'e_,. shall ;',n SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS • understood to include, but not be limited to, • manufacturing, fabrication, assembly, and installation drawings; catalog cuts; lists; graphs, etc. Any shop drawing submitted after 3 : 00 p.m. on any working day shall be considered received on the following workday and date stamped accordingly. Within ten (10) working days after receipt of the required number of prints of the shop drawings, the Engineer will return the herein- designated number of prints of each shop drawing to the Contractor marked "APPROVED, " "APPROVED AS NOTED, " "APPROVED PENDING REVISION, " OR "REJECTED. " The manufacture or fabrication of any item requiring the submittal of a shop drawing shall not start before the Contractor' s receipt of the Engineer' s authorization. (b) If the shop drawing is marked "APPROVED" by the Engineer, one (typical of all returned drawings) print of the submitted shop drawing will be returned to the Contractor and shall be authorization for the commencement of the manufacture and/or fabrication of the item or items showing thereon. Such approval shall not relieve the contractor of the responsibility of furnishing materials in complete compliance with the requirements of these specifications and drawings nor shall such approval operate to waive or modify any provisions of these specifications and drawings . (c) If the shop drawing is marked "APPROVED AS NOTED" by the Engineer, one print of the submitted shop drawing will be returned to the Contractor with notations requiring revisions, corrections, or additional information. The Contractor shall be authorized for the commencement of the manufacture and/or fabrication of the item or items as noted on the submittal including the required revisions 1-7 SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS and/or corrections shown thereon . Such . approval shall not relieve the Contractor of the responsibility of furnishing materials in complete compliance with the requirements of these specifications and drawings nor shall such approval operate to waive or modify any provisions of these specifications and drawings . The Contractor will not be required to resubmit a shop drawing marked "APPROVED AS NOTED. " (d) If the shop drawing is marked "APPROVED PENDING REVISION" by the Engineer, one print of the • submitted shop drawing with the revisions required shown in contrasting color will be returned to the Contractor, and the manufacture and/or fabrication of the item or items shown thereon may commence provided; however, the Contractor shall, within 21 calendar days, submit four copies of the revised shop drawing to the Engineer. If the shop drawing has been revised as required, the Engineer will return two prints marked "APPROVED" to the Contractor, and the provisions of Subsection (b) above shall be in full force and effect. If the shop drawing has not been revised as required, the Engineer will return two prints marked "REJECTED" to the Contractor, and the provisions of Subsection (e) below of these specifications shall be in full force and effect . (e) If the shop drawing is marked "REJECTED" by the Engineer, one print of the submitted shop drawing with the reason (s) for rejection shown in contrasting color will be returned to the Contractor, and the manufacture and/or fabrication of the item or items shown thereon shall not commence, and the Contractor shall submit new shop drawings in accordance with the provisions of Subsection (a) of these specifications . Items manufactured and/or fabricated in accordance with sh= drawings of SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS record not marked "APPROVED" by the Engineer shall not be placed into the work. Shop drawings rejected by the Engineer shall not be taken as the basis of claims for extra work. The Contractor shall have no claim for damages or extension of time due to any delay resulting from making any revisions to shop drawings as required by the Engineer. (f) All submittals, regardless of origin, shall be stamped with the approval of the Contractor and identified with the name and number of this specification, Contractor' s name, and references to applicable specification paragraphs and contract drawings . Each submittal shall indicate the intended use of the item in the work. When catalog pages are submitted, applicable items shall be clearly identified. The current revision, issue number, and date shall be indicated on all drawings and other descriptive data. • (g) The Contractor' s stamp of approval is a representation to the Department and Engineer that Contractor accepts full responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that he has reviewed or coordinated each submittal with the requirements of the work and the contract documents. (h) All deviations from the contract documents shall be identified on each submittal and shall be tabulated in the Contractor' s letter of transmittal . The letter of transmittal shall be in the form as shown at the end of this section. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by the Contractor, including modifications to other facilities that may be a result cf the deviation, and all required piping and wiring diagrams . _a SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS 2-9.1 Permanent Survey Markers In the 1st paragraph: Delete the first sentence in its entirety. In the 1st paragraph, 2nd sentence: Replace "the Engineer or the owner" with "the Contractor" 2-9.2 Survey Service In the 1st paragraph, last sentence: Delete "by the Engineer" In the 2nd paragraph: Delete the first sentence in its entirety In the 3rd paragraph: Replace "the Engineer" with "the Contractor" SECTION 3 - CHANGES IN WORK 3-2.2.1 Contract Unit Prices Add a new paragraph following to the 4th paragraph: "The above does not apply to the add/deduct portion of the bid form" 3-4 CHANGED CONDITIONS Revise the last paragraph to read: "The Contractor' s failure to give notice of changed conditions within seven (7) days of their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith" . SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS SECTION 4 - CONTROL OF MATERIALS 4-1 . 1 General Revise the last paragraph to read: "Used or secondhand materials, parts, and equipment shall not be used. " 4-1.3.3 Inspection by the Agency In the 1st sentence: Delete "and testing laboratory" Add the following paragraph to the end of this section: • The decision of the Engineer shall be final on all issues relating to the acceptability and classification of material, machinery, or plant equipment, the proper performance, or sequence of the work, quantities, and the interpretation of • Specifications and/or drawings. 4-1. 4 Test of Materials In the 3rd sentence: Replace "at no expense to the Contractor" to "at the Contractor' s expense" . Add the following paragraph to the end of this section: The Engineer shall make the final determination regarding the acceptability of materials to be used and the methods to be employed on all water projects. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS 4-1. 9 Construction Materials Dispute Resolution Add the following section: Inspection oversights committed by the Department' s inspectors in no way constitute a de facto approval or acceptance of substandard conditions. The Contractor shall be held liable for any and all substandard material and/or workmanship discovered during any phase or stage of construction up to one (1) year after the project has been accepted and a performance bond has been posted. SECTION 5 - UTILITIES 5-1 LOCATIONS Remove and replace the first sentence of the final paragraph of this section with the following: The Department and/or Design Engineer has located and potholed • existing utilities at locations deemed critical and those locations are so noted on the plans . The Contractor is responsible for potholing and locating all other existing utilities that may become apparent from markings by Underground Service Alert or other sources . Contractor shall provide pipeline lay sheets submitted in accordance with Section 2 - 5. 4 of these specifications. SECTION 5-7 - TITLE 22 SEPARATION REQUIREMENTS Add the following section: If the horizontal separation between parallel sewer and water lines is less than ten (10) feet, or if the sewer crosses below the water line with less than one (1) foot of separation, special construction is required by the State Department of Health Services . Special construction will only be performed with prior approval from the Department. It is the Contractor' s responsibility to understand and follow the requirements for sewer and water crossings as mandated by the State Department of Health Services. SECTION 1 — SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS SECTION 6 - PROSECUTION PROGRESS, AND ACCEPTANCE OF THE WORK 6-9 LIQUIDATED DAMAGES Remove and replace entire section and replace with the following: Failure of the Contractor to complete the work within the time allowed will result in damages being sustained by the Department. Such damages are, and will continue to be, • impracticable and difficult to determine . For each day in excess of the time specified for completion of the work (as adjusted by any Change Orders) , the Contractor shall be liable to the Department for the sum stated as liquidated damages in the Construction Agreement . Execution of the contract by the Department and the Contractor shall constitute agreement: (a) That the sum stated in the Construction Agreement as liquidated damages is the minimum amount of the costs and actual damage caused the Department by failure of the Contractor to complete the work within the allotted time . (b) That such sum constitutes liquidated damages and shall not be construed as a penalty. (c) That such sum may be deducted from payments due the Contractor. Nothing contained in this provision or in the contract shall be construed to limit or defeat the right of the Department to recover compensation for any and all actual damages sustained as a result of the untimely completion of the work. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-5 PERMITS Delete the first Paragraph in its entirety and replace with the following: The Contractor is responsible for all permits and fees for said permits unless provided for by the Agency. The Contractor shall obtain copies of, and comply with, all applicable current statutes, laws, ordinances, rules, regulations, and specifications of the United States Government, the State of California, the county of San Bernardino, city of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required r permits and bear the cost of same. All required permits shall be obtained by the Contractor prior to starting construction. The Agency will assist the Contractor in obtaining the street cut permit and lane closure permit from the City of San Bernardino and pay the fees associated with these permits. r - { In the event of conflict between the requirements of these Specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern . The Contractor shall furnish to the Agency copies of all required permits and licenses prior to the start of construction. Upon completion of construction, the Contractor shall provide the Department with documentation attesting to the satisfactory closure of said permits and licenses . 7-8.6.1 Fluid Discharges Add the following section: It is illegal to discharge fluids of any sort including water from the construction sites without completing Regional Water Quality Control Board (RWQCB) discharge permits. This includes, but is not limited to, accidental discharges, clean water, flushing, cleaning, chlorinating, and pressure testing. All 1 -1 P SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS • such discharges require that the Contractor obtain all applicable waste discharge permits from the RWQCB. Failure to obtain permits may result in fines and imprisonment . • SECTION 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS Add the following to the end of the first paragraph: • The Agency will not be held liable for any damage or disruption of preexisting service, appurtenances, or infrastructure regardless of their nature, which may occur during the execution of any construction project being performed for this Agency. The responsibility for any and all repairs and/or remuneration associated with damages occurring to either public or private property as a result of the construction of water utilities shall rest solely with the Contractor (s) . 7-10 .1 Traffic and Access Add the following paragraphs after paragraph No. 1 : 1 . The Contractor shall conduct his operations so as to offer the least possible obstruction and inconvenience to the public and he shall have under construction no greater length or amount of work than he can complete properly with due regard to the rights of the public. Unless otherwise provided, all public traffic shall be permitted to pass through the work area with as little inconvenience and delay as possible. Where possible, such traffic shall be routed on new or existing paved surfaces . Spillage, resulting from hauling operations along or across any public traveled way, shall be removed immediately by the Contractor at no expense to the Department. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS Remove paragraph No. 4 and replace with the following: Convenient access to driveways, houses, and buildings along the line of the work shall be maintained and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition . When the abutting property owner' s access across the right-of-way line is to be eliminated or to be replaced by another access, the property owner' s access shall not be closed until the replacement access facilities are usable. Add the following to the end of paragraph No. 6: Water or dust palliative shall be applied as required for the alleviation or prevention of dust nuisance. 7-10.4 Safety Add the following paragraphs: All work shall be performed in compliance with the California Code of Regulations, Title 8, Industrial Relations (CAL/OSHA) , • Construction Safety Orders (CSO) , and General Industry Safety Orders (GISO) . • Whenever the Contractor' s operations create a condition hazardous to traffic or to the public, the Contractor shall at Contractor's expense and without costs to the Department, furnish, erect, and maintain such fences, barricades, lights, signs, and other devices, and take such other protective measures as are necessary to prevent accidents, damage, or injury to the public. The Contractor shall also furnish such flaggers as are necessary to give adequate warning to traffic, or to the public, of any dangerous conditions to be encountered. Signs, lights, flags, and other warning and safety devices shall conform to the requirements set forth in the current "MANUAL OF TRAFFIC CONTROLS - Warning Signs, Lights, and Devices for the Use in Performance of Work Upon Highways", issued by the State of California Department of Transportation. "When construction results in only one (1) paved traffic lane being open to traffic, a minimum of two (2) flaggers, with appropriate signs SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS and protective equipment, shall be required to direct traffic • through the construction zone. In certain cases, pilot cars and/or radio communication between flaggers may be required. " Should the Contractor appear to be negligent in taking any protective measures that may be required, the Department may direct the Contractor's attention to such situation, and the Contractor will provide the necessary warning devices and protective measures needed at no expense to the Department . If the Contractor fails to provide traffic controls and other safety devices that are needed, the Department will provide them and charge any costs against the Contract amount. Any such failure to comply with safety requirements will result in removal of the Contractor for future opportunities to bid for at least two full calendar years . Where necessary for public safety and convenience, the Contractor shall, at the Contractor's expense, provide and • maintain suitable drainage of the roadway and erect such temporary structures as are necessary. The suspension of the work from any cause whatsoever shall not relieve the Contractor of his responsibility to provide for the safety and convenience of public traffic and local residents. Emergency Repairs : Contractor shall furnish names and telephone numbers of persons to contact in case immediate repairs are needed. If a responsible person is not available at this number, the Department may make immediate repairs and deduct the costs from the Contract amount. Should any traffic striping and/or pavement markings be damaged or removed as a result of the Contractor's operations, they shall be restored or replaced at the Contractor' s expense. Traffic stripes and/or pavement markings shall be restored or replaced by application of thermoplastic material . Under certain situations, traffic stripes and/or pavement markings may be restored or replaced with retroreflective paint with the prior approval of the Permit Engineer. SECTION 1 - SUPPLEMENTARY CONDITIONS TO GREENBOOK, PART 1 - GENERAL PROVISIONS At the end of the work shift (s) , prior to departing the construction area, the Contractor will ensure that safety devices adequately identify hazards and control traffic flow. 7-15 RECORD DRAWINGS Add the following section: The Contractor shall be required to keep a separate set of construction Plans upon which he shall designate as-built conditions using sufficient sketches to properly indicate locations of valves, hydrants, services, and other pertinent items in accordance with Section 3 of the Water Standard Specifications . Contractor shall also provide, make, and configuration all valves. Prior to filing of the "Notice of Completion", the Contractor shall certify the as-built information in a letter transferring the as-built documents to the Department in accordance with the AutoCAD standards listed in Section 4 of Department ' s Design and Construction Standards and Section 3-15 of the Standard Specifications . 7-16 PUBLIC NOTIFICATION Add the following section: The Contractor shall be required to provide and place door hangers on all residences and businesses fronting the work and where directed by the Engineer. The hangers shall be placed at least seven. (7) calendar days prior to work commencing and shall contain the start and ending dates for the work. The door hangers shall be manufactured in accordance with standard Drawing No. 6. 35 . `...-:-...:- .1...::._•:.,-...,.,-.-:-•-• .:.; •-:,,'”.:-:.::•;,,--_:';;••:1:z.;;. .:.•:::.,-‘4-•,,-•-:':. .4-.•;..1-7,--,ii•-':-,,-..1,,i'..--':.:":":':•.•-•',..,:itirt,q,;-.'4't.',4--'1--•-',--.•'-'"---'-'''.:. -• ...,-::..:., --,_.- ,-:.,.,,, -,,-.,-::::'-t.':-...-•:_'$A4-titi-4NArsillti1:010140.01,40* ,1.1;;:PARMT4MgKT-;:..::.:1 ..-:,...-. .-...-,-.,..-..: -.-:::. ....-.-'.._.'-.ti400.=...i517*,101i.,,wsiiEtmi,TfAt4:3.1. 010,....,: pit-,..-.;:‘,.....i' .„:...._::::::::.:::::-..-- ,......:_:,.-- -.:-:;;:, --,:::::::...i,-,..-,, ,-.:.:-,1‘f::,-..-...,::-:::,:i±:,.,.,...----:-..,-;-!->.:-:-H-:-/::::;,!'v--,.-P.-:t.:::..•:...-.. --,..,:Yi.::-..:..:,:..;.-:.:.-..,;.-,...-,..-.,:r.:-::,-. ...,..:-.-,:.-:-:.:. Date: Specification or Construction Order: To: Received:Fr:OM: ' • . . . . , - • - • . - . . San Bernardino Municipal Water Department Contractor . - Designer . 195 North"D"Street . . San Bernardino, CA 92401 .. . - . . . . • ... • • . Attention: Steve Ledbetter . . . . . . .. . . .. . • . . • . . . . . • Project Manager,Construction • • • • • • • • • • .. ...,,.,..... _ : . . . . . , . .• CONSTRUCTION MANAGEMENT COMMENTS: . PleasereVieiV•ifid.return by • . . .... . ,. .. ., ... . .. . .. . . , .. . . . . .. ' •• .,.. • For your information No return required.-- . • ____ . . ....... .....- - •-. Para Review Submittal No. Qty. Subject of Shop Drawing or Submittal • No. Action . . . , - • • . . • . . - • , '. .". ... .- . . . - • . . , . . . 1 . . , .. • . :... . 1 . .. . . , ! • . i . .• . • -• ' .... . - .. • . . . • 1 . • . • . . . •, • - • • .. , . . . .. . . . • .,..-..... .. .. ... • . . . . . . '..• .,- Engirieees.RevieW COmMentS: ... . . • . - . • . . . . . . . . . ' - . ' • - • .•..., . .. : .'... ...- . . . . . . . .. . ... • . • - , •. - • .. . . •. • . .• . ' . - ..- - • . . . , • . •• . ..:. . •.• . . ., . - :. • .. • • . • - • .•:• •-- • . • •-•: . . . - • -.•• ..- -. - . ,.-:.• .•• . . • •. . .•. _•• • . . . . .. Signature: .- ' - .:.•-.•• • -..--: .........:.,.. -: •. -• .. ...- ....-.Hr :... ....: Date:: -• • . • - '' .-..:'....... .7'... ' . • ... '.• ..1.:::.,...:-.,,-.:::-...';',..-....:-.•:.:'-:1:.:::::f.,..--,, - ..•-'-•,..-:::.-.,---..•.....::. , : •• . '. .. . . .: - • Review Action EZplanatiori: -...: • ,..,,.....•-.. •-•• . •. ..‘.. . ... A Approved ,.•.t •Approved 4 .140e d - P:Aiprovedpendiig:k... ,iis. ior R Rejected Resubmit . . • • • - . .•.• .. . • -. . ., _ ..•. . ... .• . , . - • ...•. — ...... .. Shaded area ..17-,,,-,. for Department use only. . TI.-' 9 ..: SECTION 2 - MATERIALS 2-00 GENERAL All materials and equipment installed in SBMWD's water system shall meet all state and federal standards as well as standards developed by nationally recognized organizations such as AWWA, ANSI and NSF. In order to protect human health, all materials and equipment shall meet ANSI/NSF 60, Drinking Water Treatment Chemicals - Health Effects, and ANSI/NSF 61, Drinking Water System Components - Health Effects standards, and shall be so certified by an ANSI accredited certification program. 2-01 DUCTILE IRON PIPE 2-01 . 01 GENERAL Ductile iron pipe shall conform to the requirements of the AWWA Standard C151 . Unless otherwise specified, size four-inch (4") through eight-inch (8") shall be Pressure Class 350 . Pipe ten-inch (10") or larger shall be minimum Thickness Class 50. 2-01 . 02 PIPE JOINTS Ductile iron pipe shall be furnished in eighteen- foot (18 ' ) or twenty-foot (20 ' ) nominal laying lengths and shall have a push-on joint employing a single rubber gasket in accordance with AWWA Standard C111, ("TYTON" Joint as manufactured by U.S . Pipe, or approved equal) . Where restrained joints are indicated on the drawings, push-on joints shall be restrained in accordance•with the requirements of Section 2-12. 02 . 2-01 . 03 COATING AND LINING All pipe shall have the interior cement-mortar lined with a seal coat in accordance with AWWA Standard C104, and the outside coated with a bituminous material as specified in AWWA Standard C151 . 2 SECTION 2 - MATERIALS 2-01 .04 POLYETHYLENE PROTECTIVE WRAPPING (NOT USED) 2-02 SPECIAL APPLICATIONS USING POLYVINYL CHLORIDE PIPE (NOT USED) 2-03 COPPER TUBING 2-03 . 01 GENERAL This specification shall cover the requirements for 1-inch thru 2-inch seamless, annealed, Type "K", copper water tube. Copper tubing shall meet the requirements of ASTM B-88, "Specifications for Seamless Copper Water Tube" . The 111-inch and 2-inch copper water tube shall be of the rigid type. 2-03 .02 DIMENSIONS Copper tubing shall be furnished in coils or straight lengths, as follows: SIZE FORM LENGTH 1" Coils 60' to 100' 1k" & 2" Straight Lengths (rigid) 20' Coils shall be wound in a single layer flat with a minimum 24-inch inside diameter. 2-03.03 TEMPER Copper tubing shall be furnished in the annealed • condition in accordance with the technical property requirements of ASTM B-88. Straight lengths shall be annealed after being drawn . 2-04 RED BRASS PIPE Brass pipe shall conform to the requirements of the "Specifications for Seamless Red Brass Pipe, Standard Sizes" ASTM Specification B-43 and referenced in the Appendix to AWWA Standard C800 . Fittings shall be of bronze conforming to the requirements of ASTM B-62, "Specifications for Composition Bronze or Ounce Metal Castings" . 2-2 SECTION 2 - MATERIALS 2-05 MAIN LINE VALVES 2-05.01 GENERAL Valves shall be iron-body fusion bonded epoxy lined, nonrising stem, butterfly, or fully encapsulated resilient wedge disk type and shall not have more than two internal moving parts . All valves shall open by turning the wrench nut counter-clockwise. Operating nut for butterfly valves shall be p uedeat the north or east side of the water line, impractical to do so. e When required, aboveground installations with shall be resilient seat/wedge disk typ evalves • screw and yoke. All bronze parts shall contain not more than 7 percent zinc, nor more than 2 percent aluminum. Stems shall be bronze, and equipped with a 2-inch operating nut conforming to AWWA C509 . e valve manufacturer shall employ a positive physical of indicating the specified stem material to insure ready recognition during inspection. The bolts and nuts on the bonnet shall be stainless steel type 304 or 316. The cast or ductile iron exterior of all valves shall be coated with two coats of asphalt varnish conforming to Federal Specification TT-V-51, unless the valve is to be used in aboveground or vault installation. See Section 2-14 for coating on aboveground cr vault installation . The cast or ductile iron interior of all valves shall • be protected with fusion bonded epoxy. Coating shall conform to AWWA Standard C550, Interior Coating for Valves and Hydrants" . Resilient wedge type valves with a flanged end may be used as "tapping valves" . SECTION 2 - MATERIALS All valves shall be provided with a stem extension if depth of valve nut exceeds 5 feet. All valve extensions shall be centered in the valve well by use of a guide and shall operate freely without binding after installation. 2-05 . 02 GATE VALVES Gate valves shall conform to the requirements of AWWA Standard C509, "Resilient-Seated Gate Valves for Water Supply Service", with fully encapsulated disk and as supplemented herein. All gate valves shall be equipped with double 0-ring stem seals . 2-05. 03 APPROVED GATE VALVE MANUFACTURERS ACIPCO American Flow Control Series 500 & Series 2500 M & H 4067 Clow Resilient Wedge Valve Series 6100 Mueller A-2360 American AVK Series 25 2-05 .04 BUTTERFLY VALVES Butterfly valves shall conform to the requirements of AWWA Standard C504, except the valves shall be tested and certified for 150 psi differential pressure in the closed position. Valves shall be flanged end or restrained mechanical joints, short body rated for working pressures up to 150 psi . Valves shall be designed for buried installation. Valve body, flange, and disc material shall be ductile iron or cast iron. Flanges shall be drilled per ANSI/B16.1, 125-pound standard bolt template. The ductile iron or cast iron interior shall be shop coated with NSF approved fusion bonded epoxy or coated with NSF approved 12 mils DFT high solids 2 part epoxy of not less than 65 percent conforming to AWWA standard • C550. The ductile iron or cast iron exterior shall be shop coated with two coats of asphalt varnish per Federal Specification TT-C-494A. Valve operators shall be the manual type. Buried valves shall come furnished with a standard 2" AWWA nut. The operators shall be of a worm gear or 2-4 SECTION 2 - MATERIALS traveling nut type with adjustable stops to limit the disc travel and shall be totally enclosed and self locking. The actuator shall be capable of withstanding 450 foot-pounds at the stops . The actuator shall also be sized for bi-directional seating at 16 feet per second. All external bolts shall be stainless steel . The operator shall be of the size required for opening and closing the valve in accordance with AWWA C-504 . All valve operators shall be designed for permanent installation and operation and shall be fully gasketed, sealed, and factory packed with grease. Valve shaft material shall be stainless steel. Valve seat shall be peroxide cured EPDM rubber located on the valve body and discs shall be furnished with stainless steel seating edge to mate with the rubber seat. Valves with the seat located on the disc shall not be accepted. r . Affidavits of compliance shall be furnished for the butterfly valves . Affidavits shall include "holiday • free" paint, actuator stops compliance of 450 foot pounds, proof of design per AWWA C504 latest version for valves and actuator, and seat leak test in both directions . 2-05 . 05 APPROVED BUTTERFLY VALVE MANUFACTURERS M & H 4500 Mueller B-3211 (Lineseal XP) Pratt Ground hog 2-05.06 END CONNECTIONS & GASKET MATERIAL Valves shall have mechanical joints or flanged ends, or a combination of both . Gaskets shall conform to the requirements of Section 2-08 . 03 of these specifications. • Unless otherwise shown on plans, all valves installed at fittings shall be flanged by mechanical ends, with the flange abutting the fitting. L-� SECTION 2 - MATERIALS 2-06 AIR AND VACUUM, AIR RELEASE, AND COMBINATION AIR VALVES Air and Vacuum, Air Release and Combination Air Valves shall conform to AWWA C512 and be designed for a working pressure of 150 psi, unless otherwise specified. Float, linkage and all internal parts shall be 8-18 stainless steel . Interior coating for cast iron body shall be NSF 61 approved fusion bonded epoxy. Valves shall be APCO as manufactured by Valve and Primer Corporation, Crispin by Multiplex Manufacturing Co. , Cla-Val, or approved equal . APCO CRISPIN CLA-VAL Air/Vacuum Series 140 Series AL Series 35 Air Release 50/200A Series AR/PL Series 34 Combination Air Series 140C Series UL Series 36 2-07 FIRE HYDRANTS 2-07 . 01 GENERAL i _ Fire hydrants shall be of the wet-barrel type, conforming to AWWA C503, and as supplemented herein. The Engineer may require a break-off check valve with the wet-barrel type due to location, terrain, available drainage area, and/or system pressure. 2-07. 02 MATERIALS AND PARTS Fire hydrants used in residential areas shall have one 2-1/2-inch hose outlet and one 4-inch pumper outlet. Fire hydrants used in commercial/industrial areas shall have two 2 1/2-inch hose outlets and one 4-inch pumper outlet. Outlet threads shall conform to ANSI-B26 "National Standard Fire-Hose Coupling Screw Threads". Fire hydrants shall be furnished with a pentagon shaped operating nut 1-1/8 inch per side, and opening shall be counterclockwise. Fire hydrants shall be furnished with hollow break off bolts or an equivalent grounded break off spool at the ground level flange. Fire hydrants shall be equipped with plastic outlet nozzle caps attached to the body of the fire hydrant with non-kinking electro-gal vani zed steel chains and fitted with appropriate neoprene rubber .:faske .s . SECTION 2 - MATERIALS All fire hydrant burys shall be cast iron, asphalt coated and cement lined. Fire hydrant burys shall be provided with a Mechanical Joint-end at the shoe. Wet barrel type fire hydrants shall have a nominal six-inch (6") base flange with a six-hole bolt pattern. All internal working parts, including stem, shall be bronze containing no more than seven percent (7%) zinc or two percent (2%) aluminum or 316 stainless steel . The inside of the Cast Iron or Ductile Iron body shall be epoxy lined. 2-07 . 03 APPROVED FIRE HYDRANT MANUFACTURERS Clow F - 860, F-2060, and LB 430 James Jones Co. J-3765 and J-4060 American AVK 2490 2-08 MAIN LINE PIPE FITTINGS 2-08. 01 GENERAL Main line pipe fittings shall conform to the requirements of AWWA Standard C110, "Ductile Iron and Gray-Iron Fittings, 3-inch Through 48-inch, for Water and Other Liquids". Short body type fittings conforming to AWWA Standard C153 may be used for sizes 4-inch through 24-inch. All fittings shall be made of ductile iron. Fittings up to 24-inch size shall be 350 psi pressure ratings and over 24-inch size shall be 150 psi pressure rating. Fittings shall be cement mortar lined in accordance with AWWA Standard C104, "Cement Mortar Lining for Ductile-Iron Pipe and Fittings for Water". 2-08 .02 END CONNECTIONS • 2-08 .02. 1 MECHANICAL JOINTS Mechanical Joints shall conform to the requirements of AWWA Standard Cill 2-7 SECTION 2 - MATERIALS "Rubber-Gasket Joint for Ductile Iron Pressure Pipe and Fittings" . Glands shall be made of ductile iron. 2-08 . 02. 2 FLANGED FITTINGS Flanged fittings shall conform to the requirements of AWWA Standard C110 or C153 . Flanges shall be drilled to ANSI B16. 1, 125 lb. standard bolt template. The 250 lb. flanges, when required, shall be drilled to ANSI B16. 1, 250 lb. standard bolt template. 2-08 . 03 GASKETS Gaskets for flanged fittings shall be either ring or full-faced, 1/8-inch thick, vulcanized styrene butadiene rubber (SBR) or Neoprene rubber gaskets. The full-faced gaskets shall extend from the inside diameter of the flange to beyond the outside edge of the bolt holes. Use ring type gaskets for 14-inch and larger sizes. Whenever blind flanges are shown, the gasket shall consist of 1/8-inch thick SBR or neoprene rubber sheet which shall cover the entire inside surface of the blind flange and shall be cemented to the surface of the blind flange. In lieu of rubber gasket, the 1/16-inch polytetrafluoroethylene (PTFE) GORE-TEX GR sheet gasketing material, applied full-faced, is an approved equal . 2-08 . 04 BOLTS AND NUTS FOR MECHANICAL JOINTS AND FLANGED FITTINGS Tee-head bolts and hexagonal nuts for all mechanical joints shall be high strength, low alloy steel, meeting the current provisions of American National Standard ANSI/AWWA C111/A21 . 11, "Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings", and must be Cor-Ten as manufactured by NSS Industries, or approved equal. Stainless Steel nuts and bolts that come with approved stainless steel tapping sleeves are allowed; however, the Contractor shall strictly follow the torque limitations and shall use Anti- Cease as manufactured by Loc-Tite or approved equal with the stainless steel nuts and bolts . SECTION 2 - MATERIALS Hexagonal bolts, nuts and washers for flanged fittings shall be zinc plated, high strength, low- carbon steel conforming to the chemical and mechanical requirements of ASTM A307, Standard Specification for Carbon Steel Bolts and Studs, 60, 000 psi Tensile Strength, Grade A. All exposed nuts and bolts shall be coated after assembly with an approved mastic as described in Section 2-09.01 . Threads shall be showing beyond the installed nuts and correct size (diameter) bolts shall be used in all installations . 2-08. 05 TAPPING SLEEVES All Tapping Sleeves for tapping a water main under pressure shall conform to the following requirements: 2-08 .05. 1 DUCTILE IRON, GRAY IRON AND ASBESTOS- CEMENT PIPE Tapping sleeves shall be of the mechanical joint type. All tapping sleeves specified in this Section must withstand a 150 psi minimum working pressure. Tapping sleeves that seal only around the opening in the pipe may be used. For working pressures above 150 psi, special approval must be obtained from the SBMWD. Mechanical joint type tapping sleeves shall be made of ductile iron and conform to the requirements of AWWA Standard C110 "Ductile-Iron and Gray-Iron Fittings, 3- inch through 48-inch, for Water and Other Liquids" and AWWA Standard C111 "Rubber Gasket Joints for Ductile-Iron Pressure Pipe and Fittings". All interior and exterior surfaces of ductile iron sleeves shall be lined and coated with a fusion bonded epoxy coating. Approved mechanical joint type tapping sleeves are listed in Section 2-08.05.2. SECTION 2 - MATERIALS 2-08.05.2 APPROVED DUCTILE IRON TAPPING SLEEVE MANUFACTURERS Mueller Model H-615 (Used on DIP or CIP) Mueller Model H-619 (Used on AC Pipe) Tyler Ductile Iron MJ Tapping Sleeve or approved equal 2-08 .05 .3 (NOT USED) 2-08 . 05 .4 (NOT USED) 2-08 . 05.5 CONCRETE CYLINDER PIPE At the sole discretion of the SBMWD, tapping sleeves for concrete cylinder pipe may be required to be of the weld-on type, provided that welding is performed by a State certified pipe welder. For concrete cylinder pipe with a steel cylinder wall thickness of 13 gauge or thinner, the SBMWD may require a full circle, split body, fabricated steel type tapping sleeve, conforming to the • provisions of Section 2-08 . 05. 4 of these specifications. 2-08 .05. 6 APPROVED TAPPING SLEEVES MANUFACTURERS FOR CONCRETE CYLINDER PIPE Full Circle Two-Piece Type: Koppl Model AS-150 APAC Style 503 Or approved equal Weld-On Type: Koppl Model CN-100 APAC Style 504 Superior Style 826 Or approved equal 2--10 SECTION 2 - MATERIALS 2-09 MAIN LINE COUPLINGS 2-09. 01 SLEEVE TYPE COUPLINGS Sleeve type couplings shall provide a flexible, water tight connection between two plain ends as described on the construction drawings . For ductile iron and gray iron pipe, all couplings shall be ductile iron solid sleeve type couplings conforming to AWWA C 110, with mechanical joint ends and body not less than 12 inches long. For steel or asbestos cement pipe, all couplings shall be standard steel couplings, with body not less than 7 inches long. Bolts for exposed steel couplings shall be hot-dip galvanized. Bolts for buried steel couplings shall be of type 316 stainless steel . All sleeve type steel couplings shall be fusion bonded epoxy lined with Scotchkote 206N, as manufactured by 3M/Corrosion Protection Products, or approved equal . Steel couplings shall be epoxy primed with a minimum thickness of 3 . 0 mils prior to shipment . Steel sleeve type couplings which are to be buried, shall be coated with a mastic after they are assembled. Coal-tar mastics shall be Protecto-Wrap No. CA1200 coating as manufactured by Protecto-Wrap Company, Denver, Colorado or an approved equal . 2-09.01 . 1 APPROVED SLEEVE TYPE COUPLINGS MANUFACTURERS FOR DUCTILE IRON AND GRAY IRON PIPE Clow - MJ Solid Long Sleeves Tyler Corporation - 5-144L Long Solid Sleeves Romac Style 501 Series Or approved equal 2-09. 01 .2 APPROVED FLEXIBLE COUPLING MANUFACTURERS FOR STEEL OR ASBESTOS CEMENT PIPE Smith Blair, Inc. - 411 Steel Couplings Dresser Industries, Inc. - Style 38 Romac Style 400 L-11 SECTION 2 - MATERIALS Or approved equal 2-09.02 MECHANICAL GROOVED-TYPE COUPLINGS Mechanical grooved-type couplings shall provide a positive thrust restraint by locking two grooved or shouldered ends of pipe together. The couplings shall be Style 77 for steel pipe and Style 31 for ductile iron pipe as manufactured by Victaulic Company, or approved equal . These couplings shall have Grade H rubber gaskets and the interior shall be lined with fusion bonded epoxy. Mechanical grooved-type couplings shall be used in aboveground or vault installation only. 2-09.03 DISMANTLING JOINTS Dismantling joints shall be a self-contained flanged restrained joint fitting, including both • flanged components and sufficient harness bars to withstand the imposed thrust. The dismantling joint shall be designed to provide no less than 5 inches of longitudinal adjustment and shall be installed with 4 inches of inward adjustment and 1 inch of expansion. The pressure rating will be determined by the flange configuration and all commonly used flanges shall be available. As standard, flanges conforming to AWWA C207 class D shall be used. The dismantling joint shall be furnished as a complete assembly consisting of spigot piece, flange adapter, tie bars and gasket . The spigot piece and the flange adapter shall be steel per AISI C1010-C1015 . All exterior fasteners including tie bars shall be 304 or 316 stainless steel. Stainless steel fasteners and tie bars shall not be painted. Gasket material shall be EPDM or Buna-S . The dismantling joint shall be coated inside and out with a fusion bonded Epoxy coating applied to a thickness of 5 -10 mils. The epoxy shall comply with the requirements of NSF 61 and AWWA C550. The dismantling joint shall comply with AWWA C219 where applicable, and the manufacturer shall operate an accredited Quality Management_ System to SECTION 2 - MATERIALS ISO 9001 . The design pressure rating shall be equal to or greater than the mating flanges . The gasket seal and compression stud and nut arrangement shall be separate and independent of the tie bar restraint system. Seals between companion flanges and dismantling joint flanges shall made by full faced or drop in ring-style gaskets . Tie bar diameter shall be equal to the corresponding bolt diameter of the mating flange and shall not extend outside the diameter of the flange diameter. The dismantling joint shall be Style 131 as manufactured by Dresser Industries, or approved equal . 2-10 SERVICE LATERAL INSTALLATION 2-10. 01 GENERAL All valves and fittings for use in the buried service line from the main to the meter setting appurtenance shall conform to the requirement of AWWA standard C800 "Underground Service Line Valves and Fitting". Materials in contact with potable water shall be made from copper alloy No. C83600, in accordance with ASTM B-62 . This alloy contains nominally 85 percent copper and 5 percent each tin, lead and zinc. All corporation stops and angle meter valves used for copper installations shall have compression connection of copper tubing. Approved manufacturers are James Jones, Ford, Mueller, and A.Y. McDonald. 2-10. 02 FITTINGS 2-10 . 02 . 1 CORPORATION STOPS Corporation stops shall have inlet threads per AWWA National Pipe Thread (NPT) as specified by AWWA Standard C800 "Underground Service Line Valves and Fittings". Outlet shall be compression connection for copper tube. 2--3 • SECTION 2 - MATERIALS 2-10.02 .2 ANGLE METER VALVES All angle meter valves shall be full port "ball" type, have a locking 90° rotation wing on the key operator, and with full 90-degree or 360-degree rotation of tee head. All valves for 5/8 x 3/4 inch and 1-inch meters shall have a compression connection inlet and a meter swivel nut outlet. All 2-inch valves shall have a compression connection inlet for 2-inch copper tubing and a meter flange outlet slotted to accommodate 1 -inch and 2-inch meters . Slot should not extend to the outside edge - open slot will not be accepted. 2-10. 02 .3 COUPLINGS AND SOLDER Couplings required in 2-inch service laterals shall be made with copper tube fittings in accordance with ANSI B16.22. The diametral clearance between the tube and fitting shall be .004 to . 010 inches . Solder shall be 95/5 (tin- antimony) or an approved equal . Solder with a lead content of 0. 2 percent or • greater will not be accepted. 2-10. 02 . 4 BOLTS AND NUTS FOR METER FLANGE CONNECTIONS All bolts, nuts and washers for flanged fittings shall be silicon-bronze per ASTM B98 or of an approved similar metal as the flanges, to resist corrosion and for easy removal after lengthy service . 2-10 .03 SERVICE SADDLES All service saddles shall be bronze conforming to ASTM B- 62, double strap, and tapped for AWWA taper thread as specified by AWWA Standard C800 "Underground Service Line Valves and Fittings". 2-14 SECTION 2 - MATERIALS 2-10 . 04 METER BOXES Meter boxes shall be polymer concrete having a compressive strength of 4, 000 psi . Meter boxes shall have a polymer concrete cover. Body of the meter box shall be constructed with a "ring" at the top to prevent settlement. Meter boxes shall have a mesh wire installed at the base to prevent filling the meter box by gopher activity. Where required, meter boxes shall have traffic load rating covers . Meter boxes shall be manufactured by Armorcast Products Company or approved equal, as indicated below. Meter CDR Size Box/Cover 5/8" x 3/4" A6000485/ and 1" A6000484R F 1' A6001419/ and 2" A6001420R 2-11 SMALL METERS 2-11 . 01 POSITIVE DISPLACEMENT TYPE 2-11 .01 . 1 GENERAL Meters 2-inch or less in size are classified as small meters and shall conform to AWWA C700, • Standard Specifications for "Cold Water Meters - Displacement Type, Bronze Main Case" . All meters shall consist of a bronze main case with serial numbers stamped on the main case. All meters shall be read in 100x cubic feet and shall be issued by SBMWD only. 2-15 SECTION 2 - MATERIALS 2-11 . 01 .2 APPROVED POSITIVE DISPLACEMENT TYPE METER MANUFACTURERS Hendy Technology Group: 5/8" x 3/4" Model T-10 1" Model T-10 14" Model T-10 2" Model T-10 Badger Metering Systems : 5/8" x 3/4" Model SR 1" Model SR 14" Model SR 2" Model SR Badger Meter With Itron ERT Transceiver: 5/8" x 3/4" Model EB2 Recordall M25 3/4" Model EB2 Recordall M35 1" Model EB2 Recordall M70 14" Model EB2 Recordall M120 2" Model EB2 Recordall M170 2-11 . 02 TURBINE TYPE 2-11 .02 . 1 GENERAL Where specified 1%-inch and 2-inch turbine type meters shall be installed. All turbine meter installations shall include a strainer and shall conform to AWWA C701 and shall be issued by SBMWD only. 2-1E SECTION 2 - MATERIALS 2-11 .02 .2 APPROVED TURBINE TYPE METER MANUFACTURERS Hendy Technology Group: 11-2" Model HP Turbine 2" Model HP Turbine Actaris Metering Systems : 1'-f" Model W-120 DRS 2" Model W-160 DRS 2-12 THRUST RESTRAINING MATERIALS All mechanical thrust restraining devices shall be ductile • iron designed to withstand a working pressure of at least 250 psi with minimum safety factor of two and the heat treat hardened restraining mechanism shall consist of wedges which, when activated, impart a multiple wedging action against the pipe. 2-12 . 01 MECHANICAL JOINT FITTINGS Restraining devices for mechanical joint fittings shall be incorporated with design of the follower gland and shall include a restraining mechanism which when activated, imparts multiple wedging action against the pipe, increasing its resistance as the pressure increases . The joint shall maintain flexibility after burial . Glands shall be manufactured of ductile iron conforming to ASTM A536. The mechanical joint restraint shall be MEGALUG as manufactured by EBAA Iron, Inc. , Uni- Flange Series 1400 as manufactured by Ford Meter Box, Inc. or approved equal . 2-12. 02 PUSH-ON PIPE BELLS Where restrained joints are indicated on the Construction Drawings, push-on joints shall be restrained with "Field-Lok" gaskets as manufactured by U.S. Pipe or approved equal . "TR-Flex" restrained joint pipe as manufactured by U.S . Pipe or approved equal is also an acceptable option for SECTION 2 - MATERIALS restraint of push-on joints. Restrained push-on joint pipe and fittings shall be capable of being deflected after assembly. 2-12 . 03 FLANGE ADAPTERS Flange Adapters shall be manufactured from ductile iron per ASTM A536 and shall have bolt circles and bolt holes to meet ANSI B16 . 1 - Class 125 or Class 250 if required and shown on the plans . Flange Adapters shall be as manufactured by EBAA IRON, Inc. , Uni-Flange by Ford Meter Box Company, Inc. , • Tyler Corporation, or approved equal . 2-12 . 04 CONCRETE THRUST BLOCKS Thrust Blocks are generally unacceptable to the SBMWD. Concrete for thrust blocks shall conform to • Concrete Class 420-C-2000. If thrust block is to • be disturbed or backfill is to be placed prior to developing its required strength, additional mechanical thrust restraining devices approved by the SBMWD shall be installed. Concrete for In-Line Thrust Blocks shall conform to Class 560-C-3250 . 2-13 SHOP DRAWING AND MATERIAL SUBMITTALS The Contractor shall furnish to the SBMWD such working drawings, data on materials, certifications of materials, and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples specifically required in Section 1 .0 of these specifications . The shop drawings shall be submitted at least ten (10) working days before such drawings will be required for commencing the work. 2-13 .01 SBMWD SUPPLIED MATERIALS In the cases where the SBMWD will supply materials to the Contractor, the Contractor shall coordinate the ordering of said materials with the SBMWD Inspector. The Contractor shall provide a 72-hour turnaround time between the time the material is requested to the time the materials will be available for pick-up at the SBMWD Yards (in-stock items) . Out of stock items may take longer than 72-hours for SBMWD to procure and it is the 2-_3 SECTION 2 - MATERIALS Contractor's responsibility to determine the amount of lead time that is necessary. The Contractor shall be responsible for delivery of the materials from the SBMWD to the project site. In no instance shall a materials order by a Contractor be allowed to be picked up in phases by the Contractor. The Contractor shall pick up the entire material order one time only, whether or not the materials are needed. Once the materials have been transferred to the Contractor, SBMWD will not be held liable for theft or loss of the materials nor be held responsible for a storage location of these materials by the Contractor . Any excess or spare materials the Contractor desires to return to SBMWD will be allowed on a case-by-case basis with the SBMWD Inspector. The Contractor shall thoroughly clean said material (s) and be held responsible for any restocking fee incurred by SBMWD. 2-14 COATINGS - ABOVEGROUND INSTALLATIONS After ALL Testing and Disinfection has passed, but prior to Final Acceptance by the SBWMD, all aboveground installations shall be coated in accordance with the following: Remove ALL dirt, oil, grease, rust, concrete, bituminous coating, and other contaminants from surfaces to be painted by sand-blasting, pickling, or wire brushing as required. Clean all surfaces with solvent then apply primer to all surfaces to be painted. Allow primer to dry, then apply intermediate coat to all surfaces; allow intermediate coat to dry, then apply finish coat . The underlined generic terms in the above paragraph shall be considered together as a coating system and shall be supplied by a single manufacturer selected from the list of Approved coating Systems at the end of this section. The above-specified work shall be accomplished per the appropriate sections of Steel Structures Painting Manual, Volumes 1 and 2, published by the SSPC of Pittsburgh, Pennsylvania AND strict adherence to the manufacturer' s recommendations . SECTION 2 - MATERIALS Approved Coating Systems By Manufacturer: Manufacturer Carboline Tnemec Dunn Edwards Solvent Surface Cleaner Xylol GMA 571 Bio- No. 3 (Xylene) degradable Cleaner Primer 891 High-Gard Series 69 670 HS @ 4-6 mils DFT @ 3-5 mils @ 4-8 mils DFT DFT Intermediat 891 High Gard Series 69 670 HS e Coat @ 4-6 mils DFT @4-6 mils DFT @4-8 mils DFT Finish Coat 134 Carbonthane Series 73 990 UHS @ 2-3 mils DFT @ 2-3 mils @ 2-3 mils DFT DFT (DFT = Dry film thickness) From the following approved list, use the semi-gloss top coat color that corresponds with the application or as directed by the City. Approved Finish Coat Colors : Carboline Tnemec Dunn Edwards Backflow Prevention Device Blue Blue Blue Fire Line Safety Red 71007 Safety Assemblies Red 5555 SC09 Red Fire Hydrant Yellow Bright Yellow 71039 Yellow 6666 SCO2 Guard Post Yellow Bright Yellow 71039 Yellow 6666 SCO2 Air Vents Type I Yellow Bright Yellow 71039 Yellow 6666 SCO2 Air Release Yellow Bright Yellow 71039 Yellow Valve Cover 6666 SCO2 Water Sampling Station Blue Blue Blue SECTION 2 - MATERIALS All exposed Ductile Iron Pipe installations in vaults shall be uncoated shop primed and field epoxy coated with amine cured epoxy with a solids content of at least 80 percent by volume 12 Mils Dft, and shall be suitable for long-term immersion service in potable water. The coating material shall be listed in the NSF International as in compliance with NSF Standards 61 - Drinking water system components - Health effects . All buried DIP Pipe shall be in accordance with AWWA C151 and SBMWD Specifications . 2-15 ACCESS TO MANUFACTURING AND TEST FACILITIES The SBMWD shall at all times have access to the manufacturing and test facilities, and the right to inspect the work, and materials. The manufacturer shall furnish the SBMWD with reasonable facility access for obtaining such information as necessary to assess the progress of the work, and the character and quality of materials used. When requested by the SBMWD, the manufacturer shall submit a certificate of compliance that the product meets the requirements of these specifications. • 2-16 PIPE CASING 2-16 .01 STEEL CASING The pipe casing shall be laid true to line and grade with no bends or changes in grade for the full casing length . The casing material used shall be a minimum of one-quarter (1/4) inch thick steel (design calculations must be submitted by the engineer) and conform to ASTM A283, Grade B, C, or D. All joints shall be welded. Interior joints shall be grounded to a smooth finish. All welding shall be performed in accordance with AWWA C206, "AWWA Standard for Field Welding of Steel Water Pipe" . Coatings for steel casings are not required. Other casing materials may be utilized for applications other than boring when approved by SBMWD. 2-16 . 02 PIPE SPACERS The pipe shall be symmetrically supported about its centerline inside the casing at each joint end with a SBMWD approved polyethylene spacer, sized, and designed per manufacturer recommendations . 2-21 SECTION 2 - MATERIALS 2-16.03 CASING END CAPS The casing ends shall be sealed in a manner acceptable to SBMWD per Standard Drawing W6. 17 . The annular space between the pipe and the casing shall be filled with air-blown sand. 2-17 WATER QUALITY SAMPLING STAND 2-17 .01 SAMPLING STAND The sampling stand shall be aluminum, 44-inch in height, rain shield, side guards, and tamper proof screws. The opening shall be 8-inch by 8-inch with a removable sample tray. The stand shall be powder-coated light blue and shall have the SBMWD' s logo affixed to the front of the stand. The sample stand shall be Model W-98-983 by American Machine and conveyor or approved equal . 2-22 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-01 INSPECTION The construction of any water system improvement intended for dedication to the SBMWD shall be subject to inspection by SBMWD. Such inspection will assure the SBMWD that all phases of the work are in compliance with these approved specifications and plans . The inspector will be the representative of the SBMWD and shall coordinate the various responsibilities of the utility throughout the work. Inspection costs will be paid by the Developer at a rate prescribed by the approved rules and regulations effective at the time of service. The SBMWD shall have access to the work and shall be furnished with every reasonable facility for ascertaining full knowledge of the progress, material, and workmanship used to complete the work. The SBMWD shall be given 48-hours advance notice of major phases of construction for purposes of inspection unless noted otherwise on the construction drawings . All material shall be inspected prior to placement and all workmanship shall be visually inspected prior to backfilling. Reasonable aid shall be given to ascertain the exact location of all work. The inspection of the work shall not relieve the Contractor of any obligation to complete the work as prescribed by these specifications. Defective work shall be made good and unsuitable materials may be rejected notwithstanding the fact that such defective work and unsuitable materials have been previously accepted by the SBMWD. The SBMWD shall have the authority to suspend the work wholly, or in part, for such time as it may deem necessary due to the failure of the Contractor to perform any provisions of the plans or specifications. The work can only continue when the defective material or method is recognized as corrected by the SBMWD. 3-02 PRECONSTRUCTION DETAILS 3-02 . 01 PERMITS AND LICENSES The Contractor shall have a Class "C-34" or Engineering "A" Contractor' s License valid in the State of California and shall meet all the applicable requirements of the SBMWD. The Contractor shall have a current, valid City of San 3-1 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Bernardino Business License. The Contractor shall obtain all necessary permits, licenses, or agreements required by any legally constituted agency. A street cut permit from the City Engineer shall be required for excavation in the public right-of-way within the City of San Bernardino. A copy of all licenses and permits required for the project shall be provided to the SBMWD prior to starting work. The Contractor shall observe all safety procedures as required by CAL-OSHA. All provisions of these permits, licenses, or agreements shall be binding • upon the Contractor as though stated herein. The SBMWD will not be responsible for actions involving the agencies controlling such permits, licenses, or agreements . 3-02.02 TRAFFIC CONTROL The Contractor shall furnish all materials, labor, and traffic controls necessary to safeguard the work and the public safety. Traffic and pedestrian control shall comply with the applicable provisions as contained in the latest edition of the Manual of Traffic Controls - Warning Signs, Lights, and Devices for the Use in Performance of Work Upon Highways. All traffic control plans shall be reviewed and approved by the City. 3-02. 03 SURVEYING The Contractor shall provide equipment, method, and labor to locate accurately all proposed water facilities. The Contractor shall further guarantee the accurate location of all water facilities by constructing curb and gutter prior to the beginning of any water improvements . If, in the opinion of the SBMWD, this sequence of construction cannot be followed, the Contractor will sign a "Waiver of Curb and Gutter Requirements" and assume all responsibility and costs for correcting any resulting errors or emissions. 3-2 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Contractor shall be required to submit cut sheets for all pipelines and appurtenances from the Surveyor in accordance with the shop drawings requirements listed in Section 2-5.4 of Section 1, of these Specifications . 3-03 REMOVALS AND TRENCH EXCAVATION 3-03.01 REMOVAL OF PAVEMENT a. Furnish all labor, material, equipment, and incidentals required to remove and properly dispose of the entire section of pavement over the trenches used to install the water mains on the attached Plans. b. Furnish all labor, material, and equipment necessary to remove and dispose of all excess spoil after the ground asphalt has been returned to the trench for use as a temporary f . driving surface until main construction is complete. c . Furnish all labor, material, and equipment necessary to maintain all ground pavement surfaces free from potholes and large loose gravel areas . d. Furnish all labor, material, and equipment necessary to remove any and all concrete underlayment beneath the pavement as encountered during the pavement removal process. e. Use locally available materials and aggregate gradations that exhibit a satisfactory record of previous installations. Any imported material, necessary to fill potholes or soft spots in the ground trench, shall comply with "Green Book" requirements for Class II base. f. Layout and Alignment The Plans contain enough information for the Contractor to determine horizontal and vertical controls within the tolerances required by the SBMWD. The Contractor may 3-3 SECTION 3 - CONSTRUCTION METHODS AND CONTROL elect to contact the surveyor of record directly for construction staking services (at no additional expense to the owner) or supply an alternate method of laying out the project. It is the sole responsibility of the Contractor to layout the pipeline in the field. All cut sheets or survey notes generated during the process of laying out the pipeline must be submitted to the SBMWD for their records. g. Asphalt Removal Asphalt shall be removed by either of the following two methods: Grinding Saw-cut and removal Whether the pavement is cut or ground, the machine must cut entirely through the pavement 7 before removal takes place. At the end of each business day and upon completion of work, all driving surfaces shall r . have the following characteristics: The uncut pavement surface shall be clear of all loose material . The cut trench shall be approximately level with the surrounding area. All surfaces shall be free of soft or loose material . h. Concrete Removal and Pavement - It is the opinion of the SBMWD that the roadbed may contain concrete underlayment. The following process shall be followed whenever concrete underlayment is encountered: When concrete underlayment is encountered, it shall be clearly marked so that the area of concrete removal can be clearly calculated. 3-4 SECTION 3 - CONSTRUCTION METHODS AND CONTROL The Contractor shall meet the SBMWD Representative in the field and review the concrete prior to removal . The Contractor shall submit an invoice to the SBMWD clearly identifying the concrete needing removal (from station to station in a specific street) , the area of concrete, the unit price for removal submitted on the bid schedule, and the total price for each section of concrete. The SBMWD will then review the invoice and provide the Contractor with written permission to proceed with concrete removal . Payment for concrete removal will be issued upon verification of the completion of work. The unit price provided the SBMWD on the bid schedule shall include removal, disposal, and overhead profit. The unit price shall apply to all concrete regardless of condition or thickness . Disposal of concrete shall be done in a safe and legal manner. It is the opinion of the SBMWD that the Contractor may encounter the removal of concrete underlayment on this project. For the purpose of this Specification, the Contractor shall include in the base bid the amount of concrete removal as stated in the bid proposal documents. The SBMWD will add or deduct from the Contract the number of square feet, greater or less than the amount stated in the bid proposal documents, based on the unit price in the bid schedule. i . Maintenance - Upon completion of the asphalt removal, the Contractor shall maintain all surfaces free from potholes and large loose gravel areas until the final pavement is placed. 3-5 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-03 . 02 REMOVAL OF UTILITIES Utilities shall be removed only as stated on the construction plans. Structures or piping not shown on the construction plan shall be brought to the attention of the SBMWD. Disposition of these structures shall be determined by the SBMWD prior to proceeding with the work. The Contractor shall notify and coordinate with representatives of any utility which must be removed or relocated. 3-03. 03 TRENCH EXCAVATION Trench excavation shall include any excavation in which the depth is greater than the width at the bottom of the excavation. Such excavations as required for vaults, thrust blocks, boring pits, and service laterals shall be considered as trench excavations . All earthen material and water that will interfere with the placement of the pipe shall be removed. Contractor shall use sufficient means to protect any existing utilities from damage during trench excavation. Contractor shall also use Best Management Practices (BMP) to prevent silt, mud, or other pollutants from entering storm drains or catch basins as a result of trenching or excavating activities. All excavation, trenching, backfilling, and pavement refurbishing of existing and proposed streets shall be performed in accordance with California Code of Regulations, Title 8 (Cal/OSHA) , San Bernardino City Public Works requirements, or any other agency having jurisdiction, except as noted in these specifications. In case of conflict in requirements for excavation, trenching, and backfilling between these specifications and any statutes, laws, ordinances, rules, regulations, and/or specifications of any political subdivision or agency having jurisdiction, it shall be understood that the more exacting requirements shall govern. In general, 3-6 SECTION 3 - CONSTRUCTION METHODS AND CONTROL these specifications will apply in City of San Bernardino right-of-ways and easements while the aforementioned statutes, laws, ordinances, rules, regulations, and specifications of any political subdivision or agency having jurisdiction will apply within the political boundaries of public right-of-ways to which they apply. The maximum length of open trench shall be 500 feet or the length of pipe installed in one day, whichever is greater. An open trench of up to 1, 000 feet is permissible only in areas not subject to public traffic. The width of the trench at the bottom of the excavation shall not exceed twelve (12) inches on either side of the pipe . Bell and coupling holes shall be used as required to complete a satisfactory pipe joint . Water main installation will not be permitted until subgrade is established and the storm drain and sewer installation have been completed. Pipe shall be placed to the grade and depth specified on the construction drawings . When not specified, pipe shall be placed as follows: a. Right-of-Way Without an Established Street Grade A sixty (60) inch minimum depth of cover shall be maintained over any pipe where there is not an established street grade. The Engineer shall consider possible, and probable, future development and grading to achieve the minimum depth of cover as described in Section 3-03. 03 b and following development of the area . 3-.7 SECTION 3 - CONSTRUCTION METHODS AND CONTROL b. Right-of-Way With an Established Street Grade ! Right-of-Way Pipe Diameter 1 Minimum Depth of ' (Feet) (Inches) Cover (Inches) Sixty (60) Twelve (12) and Thirty-six (36) or less smaller Sixty (60) Greater than Forty-two (42) or less twelve (12) , Less than twenty-four (24) Sixty (60) Twenty-four (24) Forty-two (42) or less and greater Greater than Eight (8) and Thirty-six (36) sixty (60) smaller Greater than Greater than Forty-two (42) sixty (60) eight (8) , Less than twenty-four (24) Greater than Twenty-four (24) Forty-two (42) sixty (60) I and greater 1 • In all cases pipe shall be installed so that there is a minimum of thirty-six (36) inch cover between top of pipe and top of finished pavement. The minimum cover and clearance herein stated applies to construction where there are existing underground facilities. These minimums are not intended as "design minimums" where all new underground facilities or two or more conflicting facilities are installed at the same relative time. The design shall attempt to maximize clearance between conflicting facilities and provide standard • cover as the minimum. The trench bottom shall be graded to provide a smooth, firm, and stable foundation which is free of rocks and other obstructions . All • soft, spongy, and unstable material shall be ,,F over excavated to a depth of two (2) feet, replaced with backfill material per Section 3- 08 of these specifications, and compacted to provide a firm and stable foundation. All rocks or cobbles one (1) inch or greater in 3-8 SECTION 3 - CONSTRUCTION METHODS AND CONTROL any dimension shall be removed to a depth of six (6) inches below pipe grade and replaced with compacted backfill material . The Contractor will pothole all existing utilities, regardless of whether they are shown on the construction drawings, far enough in advance of construction to allow minor grade adjustments of pipe to avoid local high points . All excavation shall be performed to the depths and alignment indicated on the construction drawings regardless of subsurface condition, or special circumstances unless otherwise authorized by the SBMWD. During excavation, material suitable for backfilling shall be piled in an orderly manner, a sufficient distance from the banks of the trench to avoid overloading and to prevent slides or cave-ins. Roads, driveways, and pedestrian walkways shall not be obstructed by spoils or pipe. All excavated materials not required or not suitable for backfill shall be removed and disposed of by the Contractor at no expense to the SBMWD. The width of the trench at the top level of the pipe shall be in accordance with the following table: PIPE SIZE- NOMINAL INCHES INSIDE TRENCH DIAMETER WIDTH-INCHES 2 24 4 28 6 30 8 32 10 34 12 36 14 38 16 40 20 40 24 48 30 54 36 60 3-9 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Where the bottom of the trench is in rock, large boulders, hard materials, or when other utilities are encountered near the pipe alignment, the trench shall be excavated six (6) inches below the bottom of pipe elevation. Where the trench has been excavated below grade for any purpose, the trench shall be refilled to the proper trench grade with selected backfill material or SE 30 Sand and compacted to ninety percent (90%) of its maximum density as determined by ASTM 1556 and D 1557 . (The SBMWD may, based on State, County, and/or City compaction requirements, • modify this requirement. At no time shall the pipe be installed within a six (6) inch radius of a large rock or hard surface) . Excavation for the placement of concrete for structural support and thrust blocks shall be finished by hand in order to ensure a solid undisturbed native surface. 3-04 CONNECTION TO EXISTING FACILITIES 3-04 . 01 GENERAL The Contractor shall make connection to the existing public facilities as shown on the construction drawings. All connections must be made under inspection by a SBMWD representative. The Inspector shall consider the means of chlorinating those sections of main, fittings, or valves in contact with the public system. When such connection provides a direct closure between the existing public system and that under construction, such valves shall become the property of the SBMWD and shall be operated only by the SBMWD. Test plates or the construction of a "physical disconnect of pipe" is required at all times during construction and prior to final tie-in of pipe. 3-10 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-04 .02 HOT TAPPING Steel, cast iron, ductile iron, or asbestos cement pipe can be tapped under pressure by the Contractor. The exterior surface of the pipe shall be cleaned to provide a smooth surface for the tapping sleeve. The tapping sleeve shall be secured to the pipe to prevent movement during the tapping process. Tapping contour nozzles shall be welded on. The SBMWD shall determine the necessity and requirements for a "doubler" or full wrap of pipe around the existing pipe. A full wrap nozzle shall always be required when the diameter of the tap is equal to the diameter of the existing pipe to be tapped. 3-04 .03 SHUTDOWN OF MAIN All work necessary to shut down an existing public water main for the benefit of a Contractor shall be by SBMWD Distribution personnel and shall require prior approval by the SBMWD. Unless under the direct supervision of the SBMWD Inspector, under no circumstances shall the Contractor operate valves, hydrants, and other appurtenant equipment on the existing public system. It shall be the ► Contractor's responsibility to coordinate the necessary shutdown schedules through the SBMWD Inspector assigned to the project. Scheduled shutdowns shall require sufficient time to allow operations personnel to review, approve, and develop an appropriate Operation Program. The Contractor shall be responsible for coordinating all schedule deviations, which may occur from time to time with the SBMWD Inspector. The SBMWD will make a concerted effort to isolate the system as planned with the Contractor. However, the Contractor shall be prepared to employ pumping equipment if a water tight seal cannot be achieved. SBMWD will not be responsible for any delays or extra work claims associated with system shutdown and isolation. = - 11 SECTION 3 - CONSTRUCTION METHODS AND CONTROL All emergency situations shall be reported immediately to the SBMWD (24-hour emergency number (909) 384-5141 . When extensive main shutdown is required, the SBMWD will determine what temporary service connections may be required. The SBMWD shall furnish all necessary hose, piping, valves, water trucks, and associated labor required to provide such temporary service. All piping, hoses, and associated equipment used in temporary service connections shall be flushed and disinfected in accordance with Section 3-10, TESTING, DISINFECTION, AND FLUSHING. 3-05 LAYING OF DUCTILE IRON PIPE WATER MAIN 3-05.01 GENERAL Installations of pipe and fittings shall be in accordance with AWWA Standard C600, "Installation of Ductile Iron Water Mains and Their Appurtenances" and the pipe manufacturer ' s installation manual . The DIPRA Publication "Guide for the Installation of Ductile Iron Water Mains" shall be used for details of pipe installation practice except as follows and where noted otherwise on plans . Water mains constructed parallel to sanitary or storm sewers shall be installed to provide a ten (10) foot minimum horizontal separation between the outside wall of the water main and the outside wall of the sanitary or storm sewer. In addition, installation shall comply with Standard Drawing W5 . 1 . Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the trench. If the pipe laying crew cannot put the pipe into the trench and in place without getting soil into it, the Engineer may require that before lowering the pipe into the trench, a temporary plug be placed over each end and left there until the connection is to be made 3-12 SECTION 3 - CONSTRUCTION METHODS AND CONTROL to the adjacent pipe. During laying operations, no debris, tools, clothing, or other materials shall be left in the pipe. At times when pipe laying is not in progress, the open ends of pipe shall be closed by watertight plug or other means approved by the Engineer. This provision shall apply during the lunch hour breaks as well as overnight. If water is in the trench, the seal shall remain in place until the trench is pumped. The cutting of pipe for inserting tees, fittings, or closure pieces shall be done in a neat workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right angles to the axis of the pipe. No pipe shall be laid in water or when, in the option of the Engineer trench conditions are unsuitable. rf Field welding of Ductile Iron Pipe for repair or for joining is prohibited. 3-05.02 THRUST RESTRAINT The Contractor shall be responsible for anchoring the pipe and fittings against movement due to water pressure. The materials specified in Section 2-12 will be used for restraining any movement of underground piping systems . In general, thrust blocks are unacceptable as restraint devices to SBMWD. When approved by the SBMWD, concrete thrust blocks shall be poured in place against an undisturbed earth-bearing surface. Concrete shall be placed so as not to interfere with the fitting joint. Concrete shall be per Section 2-12 . 04 . Thrust block locations and dimensions shall be per Standard Drawings W6.4A and Section 2-12 . 04 of • these specifications. 3-05.03 STANDARD ASSEMBLIES Fire hydrants shall be constructed per Standard Drawing W2 .2 and Section 2-07 of these specifications. 3-13 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Fire Hydrants shall be placed at a location shown on the construction drawing or as directed by the Inspector. The determination will be based on specific locations which, in the opinion of the inspector, could result in potential hazard from the fire hydrant being hit and broken, such as closeness to overhead power lines or water damage to property. Water valves shall be installed at locations shown on the construction drawing or as directed by the SBMWD. Valves shall be set plumb and shall be stabilized and supported separately from the pipeline. Information regarding size, type, make, and number of turns to close shall be witnessed by the SBMWD. All valves shall be covered with a valve box assembly. Valve boxes shall be plumb, centered over the valve nut, and supported separately from the valve body per Standard Drawing W3 .1 . Valve boxes shall be lowered to below paving grade level prior to street paving and after final grade has been established and raised flush. In any event, Contractor shall ensure that all valve boxes will provide access to the operation of the valve by the SBMWD personnel . Valve boxes shall be flagged and barricaded, during construction to divert traffic around their location. All valves located outside of the roadway shall have a blue Carsonite marker placed adjacent to the valve can per Standard Drawing W3. 1 . 3-05 . 04 PROTECTION AND CLEANING OF PIPE AND FITTINGS The Contractor shall take extreme care to insure cleanliness and protection of the inside coatings of all piping and fittings. The interior surfaces of all pipe, fittings, and other appurtenances shall be kept free of dirt or foreign matter at all times. In the event that any foreign matter has entered the pipe, the Contractor shall thoroughly remove all foreign matter and clean the pipe to the satisfaction of the Engineer. All lumps, blisters, excess lining, and coating materials shall be removed from the flanged end or bell and spigot end of each pipe or fittings . The outside of the 3-14 SECTION 3 - CONSTRUCTION METHODS AND CONTROL spigot and the inside of the bell shall be wire brushed and wiped clean and free from oil and grease before the pipe is laid. 3-05 . 05 HANDLING PIPE AND OTHER MATERIALS Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. All pipes, fittings, and valves shall be carefully lowered into the trench in such a manner as to prevent damage to water main materials and protective coatings and linings . Under no circumstances shall water main materials be dropped or dumped into the trench. • V : 3-05. 06 PROTECTION OF METAL SURFACES All noncoated surfaces of the valves, flanges, bolts, nuts, tie-rods, turn buckles, etc. in ; ' contact with the earth and backfill materials shall be coated with a minimum of 30 mils of bitumastic coating prior to backfilling. cz 3-06 LAYING OF PVC PIPE WATER MAIN (NOT USED) 3-07 SERVICE LATERALS 3-07 . 01 GENERAL One (1) inch, one and a half (1-1/2) inch, and two (2) inch diameter service laterals shall be installed per Standard Drawing W1 .1 and W1 .2, • respectively. The service lateral shall consist of the double strap service saddle, corporation stop, angle meter valve, meter, meter box and lid, and • Type K copper tubing. Service laterals shall be installed perpendicular to the centerline of the street. Meters and meter boxes shall be supplied by the • SBMWD and installed by the Contractor. Meter boxes located in areas subject to traffic loading or 3 -15 SECTION 3 - CONSTRUCTION METHODS AND CONTROL located within traffic areas shall be installed with an approved traffic bearing lid. Special consideration shall be given to backfill and compaction in the area adjacent to the copper tubing that is "snaked" in the trench. The area adjacent to the tubing shall be considered to extend not less than four (4) inches below and (four) 4 inches above the copper tubing and shall include the entire width of the trench. Backfill material shall be compacted under the service 1; lateral so as to create a firm laying bed prior to placing and compacting any material over the top of the lateral . Compaction of backfill material by mechanical means directly over the exposed service tubing shall not be allowed until six (6) inches of cover has been achieved. For replacement projects, the Contractor shall be responsible for proper abandonment per Standard Drawing W1 . 16, including cut and cap at the main, of existing services and laterals under the direction of the SBMWD. Some water service connections may require the installation of a backflow device in accordance with Section 5 of these specifications. 3-07 .02 IRRIGATION SERVICES Services installed for the primary purpose of providing irrigation of landscapes or commercial crops, and which may have booster pumps downstream of the meter, shall conform to the following requirements: 1 . A hydraulically actuated, slow open/close valve shall be provided immediately downstream of the pump or a surge tank, properly sized and approved by the SBMWD. 2 . A Reduced Pressure Principle (RPP) type backflow preventer will be required immediately downstream of the flow meter. • 3-16 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-08 PIPE BEDDING AND BACKFILLING OF TRENCH The Contractor shall backfill the pipe trench as soon after placement of pipe as practical with due regard of the requirements in this Section. All fittings, valves, utility crossings, and assemblies shall be visually inspected by the Engineer prior to backfilling. Pipe bedding shall be defined • as that material supporting, surrounding and extending to a minimum of twelve (12) inches above the top of pipe and shall consist of imported sand Native free draining material having a sand equivalent (SE) of not less than thirty (30) or other material may be substituted only when approved by the Engineer. All backfill for pipe or conduit shall be densified to a relative compaction of 90 percent minimum by water densification, mechanical tampers or rollers, or other mechanical means in accordance with ASTM D1556 and ASTM D1557 and the maximum particle size shall not exceed one (1) inch . No hard sharp or otherwise objectionable objects shall be placed within a six (6) inch radius of the exterior of the pipe. Reference is made to Standard Drawing W5 . 1 . All buried valves and fittings are to be backfilled with clean sand. The sand shall be installed in such a manner that after '"' compaction no earth or other backfill will be less than six (6) inches from any part of the valve, fitting, flanges, bolts, or nuts. The sand shall be compacted as specified for other backfill . • Air Voids - Special attention shall be given to the underside of the pipe during construction to ensure full compaction and • to avoid the possibility of air voids in the soil . Compaction Tests - The backfill soil shall be tested for compaction at a minimum rate of one test every 300 feet for • every 2 feet of fill. Additional tests may be required at the discretion of the Engineer. If test results indicate a lower than acceptable density, additional compaction will be required and retesting taken under the direction of the Engineer. All compaction testing and associated reports shall be completed at no cost to the SBMWD. Copies of compaction tests and written results shall be provided to the Engineer • within three (3) working days of the compaction test. 3- 17 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Damage Assessment - Where trench settlement occurs or where it is determined that damage is caused by inadequate compaction in a trench, the Contractor shall reopen the street and recompact the backfill material to an acceptable level . The Contractor shall repair all damage at no cost to the SBMWD. Non-Compactable Soils - For the purpose of this specification, "non-compactable soils", shall be defined as follows : Soils that are made up primarily of fines that when compacted do not compact down to the required 90 percent compaction, regardless of the energy put into compaction. This condition must be determined by the Engineer after at least 1/2 hour of observation of the compaction and after consulting with the Soils Engineer. When "non-compactable soil" is encountered, the Contractor shall notify the Engineer immediately to determine if it meets the definition. Once the Engineer has determined that "non- compactable soil" exists, he shall authorize the Contractor to import Class II Base at the unit price defined in the Contract and bid documents. The soil conditions shall be reevaluated at least two (2) times per day by the Engineer to verify that it continues to meet the definition of "non-compactable soil" . It is the opinion of the SBMWD that the Contractor may encounter "non-compactable soil" on this project . For the purpose of this specification, the Contractor shall include in the base bid the amounts of "non-compactable soil" as stated in the bid proposal documents. The SBMWD will add or deduct from the Contract the number of linear feet, greater or less than the amount stated in the bid proposal documents, based on the unit price in the bid schedule. Sewer Laterals - It is the opinion of the SBMWD that the Contractor may encounter sewer laterals on this project . For the purpose of this specification, the Contractor shall include in the base bid the quantity of sewer lateral relocations stated in the bid documents . The SBMWD will add or deduct from the Contract the number of sewer lateral relocations, greater or less than the quantity stated in the bid documents, based on the unit price in the bid schedule. Sewer laterals shall be replaced with like material placed on a fully compacted soil bed with a flexible coupling at each connection to the existing lateral . All soil below and adjacent to sewer laterals shall be compacted to a minimum of ninety percent (90%) . 3-18 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-09 REPAVING AND FINISHING 3-09 . 01 GENERAL All pavement work shall be completed in accordance with these specifications and SBMWD Standard Drawing No. W5 . 1, whichever is more exacting. The Contractor shall furnish all labor, materials, equipment, and incidentals required to replace pavement removed over trenches and install approximately one (1) inch final cap, per Section 3-09. 05 . It is the responsibility of the Contractor to field measure the entire project. Should the lead agency require any other pavement cap other than the trench width itself and one (1) foot wide by one (1) inch deep beyond the edge of both sides of the trench, the Contractor shall provide the SBMWD a written notification of the change in square footage quantity. The change in quantity shall be multiplied by the add or deduct unit price provided in the Bid Schedule for an adjusted contract amount at the end of the project. Furnish all labor, materials, equipment, and l incidentals required to repair, replace, or restore streets, traffic stripping, drain ribbons, driveways, parking areas, or sidewalk pavements damaged or disturbed during construction. All work shall be in a manner satisfactory to the SBMWD. 3-09 .02 REFERENCE SPECIFICATIONS Except as otherwise specified herein, the current Standard Specifications for Construction, (a.k.a. "Green Book") , shall apply to materials and • workmanship required for the work of this Section. 3-19 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-09 . 03 MATERIALS A. Use locally available materials and aggregate gradations that exhibit a satisfactory record of previous installations and as follows : (1) Tack Coat: Per "Green Book" Section 302- 5 . 4 either AR/4000 or Grade SS-1h. (2) Asphalt Cement: Per "Green Book" Section 203-6 having the following Specifications: a. Asphalt shall consist of AR 4000 oil as defined in Section 203-1 . b. Aggregate for base pavement shall consist of 3/4" crushed rock as defined in Section 200-1, Table 200- 1 .2 (A) . c . Aggregate for final cap shall consist of 3/8" crushed rock as defined in Section 100-1, Table 100- E 1 .2 (A) . B. Calcium chloride shall conform to AASHTO M144, Type I or Type II. 3-09. 04 PREPARATION FOR PAVEMENT Removal of Material - All cold mix asphalt and/or excess backfill material shall be removed from the compacted trench to a depth of 7" below finish grade or to a depth as required by the agency having jurisdiction over the pavement repairs . Damaged Pavement - All damaged pavement adjacent to the edge of trench shall be saw cut and removed in rectangular sections beyond the limits of damage. The Contractor may, at the time of saw cut, review a specific damaged area in the field with the Engineer or distribution superintendent and receive approval for alternate removal methods. All material below the removed pavement area shall be excavated to a depth of 7" below finish grade. Adding cf Subbase Material - The trench shall be 3-20 SECTION 3 - CONSTRUCTION METHODS AND CONTROL backfilled with Class II subbase and compacted to 95 percent compaction so that once compacted the elevation of the surface of the trench is equal to the bottom of the existing pavement or three (3) inch whichever is greater. Should the lead agency responsible for the pavement repair require a section other than the one specified above, the contract amount will be adjusted only in accordance with the unit prices • specified in the Bid Schedule as follows: It is the opinion of the SBMWD that the Contractor will encounter the need for a pavement cap on this project. For the purpose of this specification, the Contractor shall include in the base bid the amount of pavement cap 'as stated in the bid proposal documents. The SBMWD will add or deduct from the Contract the number of square feet, greater or less than the number stated in the bid proposal documents. f l 3-09.05 PLACEMENT OF NEW PAVEMENT Tack Coat - All surfaces of the existing pavement, which may come in contact with the new pavement, shall be clean, dry, and tack coated with tack coat as defined in Section 3-09.03, "Materials" . Base Pavement - Asphalt concrete as defined in I Section 3-09. 03, "Materials", shall be placed and compacted flush with existing pavement adjacent to the trench. (1) Provide joints between old and new pavements and between successive days ' work for continuous bond between adjoining works. Clean and dry contact surfaces and apply tack coat. (2) Place mixture at not less than 260°F (1272C) . Place each course to required grade cross- section and compacted thickness. 3-21 SECTION 3 - CONSTRUCTION METHODS AND CONTROL (3) All paving shall be compacted to a minimum of 95 percent using a smooth drum roller or approved equal . -1 (4) All Asphalt base pavement shall be placed by a self-propelled paving machine; use of a dump truck ditch gate is not an approved method. Maintenance - The compacted pavement shall be maintained for thirty (30) days with regular traffic over it. At the end of the thirty (30) days period, the finished repaired surface shall not vary more than 1/8" above or 1/2" below the design grade for the base pavement. Pavement Rework - If at the end of the thirty (30) days period the new pavement surface is outside the parameters stated in the above "Maintenance" paragraph C, the pavement shall be reworked in the following manner: � 1 (1) The top three (3) inches of the newly installed asphalt shall be ground and the material removed. (2) The remaining asphalt shall be compacted in place to achieve 95 percent compaction as measured at a depth of 4-1/2" below finish grade. (3) All the newly ground dry surface shall then be tack coated and repaved as described above. (4) The repaved section of trench shall be maintained for another thirty (30) days and then rechecked for conformance. All pavement rework shall be at no additional cost to the SBMWD. Final Cap Placement - Final pavement cap shall be hot-mixed asphalt concrete as defined in "Materials" Section 3-09.03. Area of overlay shall be clean, dry, and uniformly tack coated. Asphalt concrete overlay must extend at least one (1) foot laterally and five (5) feet longitudinally beyond edges of trench excavation and/or pavement damaged by trenching or remove full depth of asphalt 3-22 SECTION 3 - CONSTRUCTION METHODS AND CONTROL concrete section within the same limits. For streets that have been resurfaced within the past three (3) years prior to this trench excavation (as identified by public works records) , grinding shall be extended a minimum one (1) foot beyond the trench limits, or a full traffic lane width, which ever is greater. Asphalt concrete overlay shall be placed parallel to the centerline. The pavement cap shall be placed to provide a dense and smooth riding surface. Compaction of the pavement cap shall be obtained by means of at least one (1) 2- ti axle, self-propelled, steel wheeled, five (5) to ( _ eight (8) ton roller unless otherwise permitted by the Engineer. (1) Begin rolling when mixture will bear roller weight without displacement. Repair surface defects with hot material as rolling progresses. Cut out and patch defective areas and roll to blend with adjacent satisfactory paving. Continue rolling until maximum t density is attained and roller marks are eliminated. (2) Protect paving from damage and vehicular traffic until mixture has cooled and attained its maximum degree of hardness. { 3-09.06 ENVIRONMENTAL CONDITIONS Dry Subbase - Whenever the subbase becomes dry enough to cause dust problems, spread calcium chloride uniformly over the gravel surface in sufficient quantity to eliminate the dust. subbase - Shall be free of standing water and shall appear dry prior to asphalt pavement. All pavement surfaces coming in contact with new pavement shall be clean and completely dry prior to tack coating. It is the responsibility of the Contractor to only place asphalt under the above conditions regardless of weather or other circumstances. 3-23 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Cold Temperature - When the air temperature falls � I below 50°F, extra precautions shall be taken in drying the aggregates, controlling the temperatures of the materials, and placing and compacting the mixture. No mixtures shall be placed when the air temperature is below 40°F, or when the material on which the mixtures are to be placed contains frost i or has a surface temperature not suitable to the Engineer. Vehicle Traffic After Placement - No vehicular traffic or loads shall be permitted on the newly completed pavement until adequate stability has been attained and the material has cooled [-. : sufficiently to prevent distortion or loss of . lines. If the climatic or other conditions warrant it, the period of time before opening to traffic may be extended at the discretion of the Engineer. r 3-09 .07 GUARANTEE All pavement placed shall be maintained by the Contractor for a period of thirty (30) days. During this period all areas, which have settled or 1.1 are unsatisfactory for traffic shall be refilled and replaced. 3-10 TESTING, DISINFECTION, AND FLUSHING r3-10 .01 GENERAL The Contractor shall supply all material, labor, equipment and method necessary to conduct the required hydrostatic tests and flushing. All bacteriological tests shall be made by SBMWD Water Quality only and all bacteriological tests shall be performed at laboratories certified by the ' California Department of Health Services . All constructed facilities shall be isolated from the existing public system while being tested with the use of a test plate or "physical disconnect" of pipe. 3-24 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-10 .02 HYDROSTATIC PRESSURE TESTING Pressure and Leakage Test - After main, hydrant, and service lateral installation, backfill, and compaction is completed, but prior to connection to the City water system the pressure and leakage test procedures shall be followed. Test pressure shall be 1 .5 times the working pressure at the highest point along the test section. (1.5 TIMES WORKING PRESSURE FOR THE PIPELINE SHALL BE NO LESS THAN 80 PSI .) The hydrostatic test shall be of at least 2 hour [. duration. Test pressure shall not vary by more than 10± psi for the duration of the test . All newly laid pipe shall be filled by a water truck or through an approved reduced pressure principal backflow device. All air shall be expelled completely from the pipe, ' valves, hydrant, and service laterals. If permanent air release valves are not located at all high points, the Contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. Leakage is defined as the quantity of water that must be supplied into the newly laid pipe to maintain pressure within ten (10) psi of the specified test pressure. Supply water shall be �� . measured through an approved meter. No pipe installation will be accepted if the leakage is greater than that determined by the following formula: L = SD • P (T) 133,200 Where: L = Allowable leakage (in gallons) S = Length of pipe tested (in feet) D = Nominal Diameter of the pipe (in inches) 3-25 SECTION 3 - CONSTRUCTION METHODS AND CONTROL P = Average test pressure (in psi) T = Time (in hours) Should any test of a section of pipeline disclose ! leakage, the Contractor shall, at his own expense, locate and repair the defective joints until the leakage is within the permitted allowance described above. The pipe shall then be retested by the Contractor, at his expense. 3-10.03 DISINFECTION 3-10.03. 1 GENERAL r"' All water mains, water services, attached appurtenances and connections shall be disinfected in accordance with Cl AWWA Standard C651 "Disinfecting Water i Mains", and as modified herein. fl Contractor shall furnish all equipment, labor, materials, safety requirements, and water necessary for chlorinating and t flushing the pipeline. Disinfection of new mains, including all chlorination, chlorine residual measurements, collection of samples, and certification of the pipeline disinfection shall be E ` performed by trained personnel with a minimum of three (3) years experience. T Gauges and apparatus used for chlorine l injection shall bear the current State certification. The SBMWD shall collect j the samples and a State Certified 1 laboratory shall perform the bacteriological tests. All costs for disinfection, including laboratory retest fees, shall be paid for by the Contractor. Contractor shall insure that all pipe, fittings, and appurtenances are kept free from dirt and foreign matter at all I times. During construction all open 1 pipe ends and fittings shall be fitted with a water tight plug. At the end of 3-26 • SECTION 3 - CONSTRUCTION METHODS AND CONTROL the work day the open pipe in the trench shall be plugged in an equally suitable manner. The Contractor shall swab the interior surfaces of the new valves, pipes and appurtenances as well as interior surfaces of existing main; both upstream and downstream of the new pipe section, with a five percent concentration of hypochlorite disinfection solution before installation. During the chlorination or chlorinating process, all valves shall be operated, and the chlorine solution shall be drawn through all laterals and appurtenances . Disinfection of mains and appurtenances, ( hydrostatic testing, and chlorine t. retention may run concurrently for the required minimum 24-hour period only if prior approval is obtained from the f_ SBMWD. In the event of leakage or where repairs are necessary, added disinfection shall be made only by injecting chlorine into the line whereby adequate mixing is assured. If the test results are not satisfactory, the Contractor shall provide additional disinfection, as required. Such additional disinfection shall be at the Contractor's expense. Disinfection of pipelines shall be �. accomplished by chlorination using direct chlorine gas. 3-10.03.2 CHLORINE GAS FEED � ' The new system which is being disinfected shall be thoroughly pre- flushed, utilizing a minimum velocity of 2.5 feet per second throughout the I entire system with a volume of three times the newly installed pipeline. The 3-27 SECTION 3 - CONSTRUCTION METHODS AND CONTROL chlorinating agent shall be applied at a point not more than ten feet from the beginning of the section to be chlorinated and shall be injected through a two (2) inch flushing port, a hydrant, or other approved connection to ensure treatment of the entire system being disinfected. All required corporation stops and other plumbing materials necessary for chlorination or flushing of all parts of the main being disinfected shall be installed by and at the expense of the Contractor. I ' Chlorine gas shall be fed directly from the chlorine cylinder equipped with a suitable device capable of regulating the rate of flow and diffusion of gas within the pipe. Water shall be concurrently fed into the pipe at a rate which produces a residual between 50-70 (parts er million)) PPM of chlorine in F . all sections of the pipeline and appurtenances being disinfected. Chlorinated water shall be retained in the system for a minimum duration of 24 hours to a maximum duration of 36 hours and shall produce at the end of the retention period not less than 1/2 dosage of chlorine in all sections of the pipeline being disinfected. 3-10.03.4 FINAL FLUSHING Following the chlorination period of 24 hours, the newly laid line shall be thoroughly flushed to remove any foreign material. A suitable connection shall be provided by the Contractor at the end of each new line at the top of pipe f 3-28 SECTION 3 - CONSTRUCTION METHODS AND CONTROL large enough to achieve a flushing velocity in the line of at least five (5) feet per second. Water shall be flushed from the line at its extremities and at all outlets until the chlorine residual of the water system being flushed is equal to or less than the distribution system level . 3-10.03.5 DISPOSAL OF TEST WATER All water used in testing and disinfecting the portions of pipeline, including that used for retesting, shall be disposed of following such testing, ( retesting, and disinfecting by the tf Contractor at his sole expense. The disposal of water shall, in all cases, be carried out in strict observance of the water pollution control requirements of the California Regional Water Quality Control Board - Santa Ana Region, 3737 Main Street, Suite 500, Riverside, CA 92501, Telephone (909) 782-4130. For contracts administered by the SBMWD, the Contractor will be authorized to discharge under the National Pollution Discharge Elimination System (NPDES) permit issued to the SBMWD or Contractor if all requirements and procedures per such permit are followed. For all other projects, including Developer projects, Contractor or Developer shall obtain an NPDES permit and comply with that permit. L When necessary, the Contractor shall apply a reducing agent to the solution to neutralize residual chlorine remaining in the water. Additionally, the flow of water from the portions of pipeline shall be controlled to prevent erosion of surrounding soil, damage to 3-29 SECTION 3 — CONSTRUCTION METHODS AND CONTROL a vegetation, and altering of ecological conditions in the area and shall not contribute to silt, mud, debris, or other contaminants entering storm drains or surface waters. The Contractor's attention is directed to that portion of the pipe with a low elevation. All water used in testing and disinfecting in that portion of the pipe shall be pumped out by the Contractor, at his expense, as specified in the paragraph hereinbefore. The Contractor shall furnish and operate all necessary pumps, pipelines, valves, hoses and all other appurtenances needed for pumping out water from the said low portion. 1 . 3-10.03. 6 BACTERIOLOGICAL TESTS After the system y em has been flushed, the Contractor shall have tests conducted for chlorine residual by SBMWD Water Quality staff. Should the hl c orine residual in any part of the disinfected system be higher than the distribution system level, the Contractor shall repeat the flushing procedure. If the chlorine residual, after flushing, is equivalent to the distribution system level, the Contractor may have SBMWD Water Quality staff proceed with the ( bacteriological tests. Samples shall be taken by SBMWD Water Quality Section or r Engineer with at least one set of samples collected at 1, 200 foot intervals along the new water main, plus one set at each dead-end main section, land at least one set from each branch (i.e. , laterals four (4) inch and larger) . The bacteriological sample shall be taken 24 hours after flushing. If bacteriological test results fail to pass the requirements, the Contractor 3-30 • SECTION 3 - CONSTRUCTION METHODS AND CONTROL shall take corrective actions and daily bacteriological sampling shall be continued until negative samples are demonstrated. All samples shall be collected and tested for bacteriological quality in accordance with Standard Methods for the Examination of Water and Wastewater and shall show the absence of coliform organisms . All such testing will be conducted and { paid for by the SBMWD; however, any retests that may be required will be at the Contractor's expense. The following tests are required to provide information for water quality ( evaluation: Presence/Absence of Total Coliform by any of the three methods: Multiple Tube Fermentation, Membrane Filtration, or Colilert/Colisure. (1 Report shall include: a. Presence/Absence of Coliform Bacteria Count per 100 ml. b. Total and Free Chlorine Residual, taken at time of sample collection. All Coliform test results must be negative. The results of these tests must be { approved in writing by the SBMWD Water Quality Supervisor prior to activating any new water facilities. Should the { test results from the State certified laboratory disclose that the water from the new line does not meet the above standards, the disinfection process shall be repeated until it meets the required standards. 3-31 SECTION 3 - CONSTRUCTION METHODS AND CONTROL Acceptance - The SBMWD will not accept the pipeline until backfill and pavement operations are complete, all gate valve boxes are raised to proper grade, and until the pipelines are proven free from leakage and other defects to the satisfaction of the SBMWD. The acceptance of the dedication of the water system by the SBMWD of the completed work as herein specified is subject to the written guarantee of the Contractor that any defects, excessive settlement of backfill, and/or leaks in such pipelines arising from defective workmanship or by any negligence of the Contractor which may develop within one (1) year from such acceptance, shall be repaired and made good by Contractor in accordance with the General Conditions and/or Developer-Installed Agreement. f . 3-11 SHEETING AND SHORING All trench excavation shall be adequately protected to provide a safe working condition and protection to adjacent facilities and structures. The Contractor shall work in such a manner and install such protective devices, shoring, and bracing to comply with all rules, regulations, and orders of CAL-OSHA, Division of Industrial Safety. Prior to any trench excavation where the depth is more than { five (5) feet, the Contractor shall submit a detailed plan in accordance with Section 3-03.03 of these specifications to the SBMWD showing the design of shoring, bracing, sloping, or other provisions to protect the workers from the hazard of caving ground during the excavation of such trench. If the 1. plan varies from the shoring system standards, the plan shall be prepared by a Civil or Structural Engineer registered in the State of California. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from CAL-OSHA, Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer and available at the job site at all times. Sheeting and shoring shall not place any undue strain on existing utilities or structures, nor on completed sections of construction. Sheeting and shoring may be removed during 3-32 SECTION 3 - CONSTRUCTION METHODS AND CONTROL backfilling, provided adequate protection is provided at all times . The Contractor shall be responsible for any damage to existing utilities or structures due to placement, removal, or failure of any sheeting and/or shoring system. The Contractor shall repair or have repaired any damage as soon as practical. 3-12 JACKING OF STEEL CASING Steel casing shall be placed at the location, elevations, and limits shown on the construction drawings . Any utilities or structures encountered, which will interfere with construction, shall be brought to the attention of the SBMWD. Only new steel casing shall be used for jacking. Jacking r shall be at a rate that will not overstress the casing, causing failure. Any damage to the casing during placement of the pipe shall be brought to the attention of the SBMWD. The r . jacking and receiving pit shall be sheeted and shored as r required by CAL-OSHA and as provided in Section 3-11 of these specifications. The excavated area ahead of the casing shall not be larger than 0. 1 foot greater than the outside diameter C `• of the casing. Over excavation beyond the above described limits shall be sanded or pressure grouted as directed by the SBMWD. Sluicing or jetting ahead of the jacking casing shall (-I not be permitted. i 3-13 POLYETHYLENE PROTECTIVE WRAPPING (NOT USED) 3-14 DEDICATION OF IMPROVEMENTS TO THE CITY i._ 1 ' The SBMWD may serve temporary construction water through facilities installed by the Contractor. This use shall be permitted following written confirmations from the laboratory conducting bacteriological tests that all samples meet the requirements of the SBMWD and from the SBMWD. This use does not constitute acceptance of these facilities by the SBMWD. The SBMWD will serve domestic water h facilities rough Facilities installed by the Contractor after the following items are received. } 3-33 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 1 . Written confirmation from the laboratory conducting bacteriological tests that all samples meet the requirements of the SBMWD. 2 . Confirmation by the SBMWD that all water improvements have been constructed per applicable specifications and plans. Contractor shall be responsible to maintain accurate records of any changes made during the course of construction and shall submit such information to SBMWD. 3. Public Utility Easements dedicated to the City, as required to gain access to public water facilities located on private property. 4 . Such agreements, fees, or other items as required by the SBMWD. Prior to serving domestic water through the installed facilities, the Developer shall present all deeds or instruments of conveyance to the SBMWD and shall dedicate all water system improvements intended for public use to the SBMWD_ In addition, all service acquisition fees must be paid in full to the SBMWD prior to SBMWD providing domestic water service either through direct payment from the Contractor (non-deferred) or through escrow, by means of a mechanics lien recorded at the County placed by SBMWD on each parcel requiring service through a letter of guarantee signed and notarized by Contractor/Developer when service acquisition fees are deferred by the Contractor/Developer. The Contractor shall warrant the quality of all material and workmanship for a period of one year from the date of acceptance of these facilities by the SBMWD. The Contractor shall make all repairs to facilities due to defect in material or construction method. Such repair shall not be the responsibility of the SBMWD. If the SBMWD representative should deem the repair of such defective work is an emergency situation, the Contractor shall be held liable for all costs required to correct such defective work. 3-34 SECTION 3 - CONSTRUCTION METHODS AND CONTROL 3-15 RECORD DRAWINGS The Contractor shall provide and maintain a complete, legible, and accurate record set of prints. Such prints shall be kept up to date as work progresses and shall be maintained at the job site during construction. Record drawings shall be prepared in accordance with the Uniform Standards for Design and Construction and shall show all changes in the work constituting deviations from the original contract drawings. All conceptual or major design changes shall be approved by the SBMWD before implementing the change in the construction contract. Upon completion of the work, all required information, dimensions, and adjustments to the original contract drawings shall be submitted to the SBMWD to be transferred to the record [ . drawings. Facilities and items to be located and verified on the record drawings shall include the following: E ' a. Point of connections. b. Utility locations. c. Water Mains: Where deviations along installed water mains are more than 1/2 foot vertically and more than one (1) foot horizontally, actual location (line and grade) shall be noted on the plans at intervals of 100 feet. d. Services: Where service tie-in differs from the plan station by more than one (1) foot or when meter box is not perpendicular from the main, corporation stops shall be stationed. For all service lines that have directional changes, such as in the case of cul-de-sacs, the actual • installation shall be noted regardless of field changes, and shall be adequately referenced to the satisfaction of the SBMWD Inspector. e. Any material changes, including additions, deletions, and substitutions. f. Other related facilities, as required by the SBMWD Inspector g. Contractor shall write on all sheets where the water improvements were built per plan that the construction was made "Per Plan". 3-35 SECTION 3 - CONSTRUCTION METHODS AND CONTROL The SBMWD' s receipt and acceptance of all document submittals shall be a condition precedent to the release of the Contractor's retention/final payment. For projects constructed by Developers, the SBMWD will not accept final conveyance of water system improvements to the SBMWD until approved record plans and other required documents per the Developer-Installed Agreement have been received and are correct. r . t S I . . 3-36 SECTIONS 4 -7 (NOT APPLICABLE) 4 thru-7-1 Section 8— Special Conditions To The Standard Specifications 8-01 APPLICABILITY OF STANDARD SPECIFICATIONS TO SEWER FORCE MAIN The Contractor shall comply with the City of San Bernardino Municipal Water Department Standard Specifications and Drawings for Construction of Domestic Water Systems. These Standard Specifications and Drawings for Construction of Domestic Water Systems do not contain standards for construction of sewer force mains, but, due to the fact that a sewer force main is a pressure pipe conveying (mostly) water, these aforementioned Standards are hereby determined to be applicable for this construction project. 8-02 POTHOLING EXISTING UTILITIES TO VERIFY PLANNED PROFILE, There are existing and proposed utilities shown on the piping profiles. These proposed utilities will not be in place at the time of construction, but the "window' of space must be left for future installation as depicted. Existing utilities that have been potholed are identified. The Contractor is responsible to pothole all existing utilities in the trench line prior to construction in order to verify there will be no conflict with the alignment and profile shown. The Contractor shall submit results of potholing as completed and notify the Engineer if any conflicts are anticipated. 8-03 MILL STREET—TEMPORARY DIVERSION OF 12-INCH SEWER The Contractor may install a temporary diversion of sewage from the existing 12-inch sewer main to the existing 36-inch sewer main in order to construct the 12-inch DIP sewer main replacement and encasement. The temporary diversion point may be installed at the west end of the 12-inch replacement section and may divert flow by gravity to the existing 36-inch sewer main. A temporary 12-inch tap to the 36-inch main shall be constructed at a location on the main which will later be concrete encased. When the final segment of 12-inch DIP replacement sewer main is ready for installation, the Contractor shall provide other means of temporarily plugging the 12-inch main and/or bypassing sewage from the upstream of the final segment to the downstream of the final segment. When the new 12-inch DIP sewer main has been placed into service, the temporary tap to the existing 36-inch sewer main shall be plugged and the construction of the concrete encasement for the existing 36" sewer main shall be completed. 8-04 DUCTILE-IRON PIPE FOR 12-INCH SEWER REPLACEMENT The sewer pipe to be utilized shall be the thickest wall readily available (minimum class 53) and it shall be lined with Protecto 401 Ceramic Epoxy. Pipe shall be have mechanical joints, and use gaskets suitable for sewer service. 8-1 8-05 HIGH DENSITY POLYETHYLENE ( HDPE ) PRESSURE PIPE AND FITTINGS, 8-05.01 REFERENCES A. The following is a list of standards that may be referenced in this section: 1. American Society of Mechanical Engineer's (ASME): a. B16.1, Cast Iron Pipe Flanges and Flanged Fittings. b. B18.2.2, Square and Hex Nuts (Inch Series). 2. American Water Works Association (AWWA): C906, Polyethylene (PE) Pressure Piping and Fittings, fl- inch through 63-inch, for Water Distribution and Transmission. 3. ASTM International (ASTM): a. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service. b. A194, Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High-Pressure and High- Temperature Service. c. A240, Standard Specification for Heat-Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A536, Standard Specification for Ductile Iron Castings. f. A563, Standard Specification for Carbon and Alloy Steel Nuts. g. D638, Standard Test Method for Tensile Properties of Plastics. h. D2657, Standard Practice for Heat Fusion Joining of Polyolefin Pipe and Fittings. i. D2774, Standard Practice for Underground Installation of Thermoplastic Pressure Piping. j. D3350, Standard Specification for Polyethylene Plastics Pipe and Fittings Materials. k. F714, Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. 8-2 8-05.02 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Catalog information confirming pipe, fittings, and other materials conform to requirements of this section. b. Drawings of specific connection details. c. Specifications of fusing machine and fusing procedures and restrictions. B. Information Submittals: 1. Manufacturer's Certificate of Compliance. 2. Certification from pipe manufacturer that Contractor is qualified to join, lay, and handle pipe. 3. Testing Plan: Submit at least 15 days prior to testing and at minimum, including the following: a. Testing dates. b. Piping systems and section(s) to be tested. c. Method of isolation. d. Method of conveying water from source to system being tested. e. Calculation of maximum allowable leakage for piping section(s) to be tested. 4. Certifications of Calibration: Approved testing laboratory certificate if pressure gauge for hydrostatic test has been previously used. If pressure gauge is new, no certificate is required. 5. Test report documentation 8-05.03 QUALIFICATIONS A. Pipe Manufacturer: Listed with Plastic Pipe Institute as meeting recipe and mixing requirements of resin manufacturer pipe for this Project. 8-3 8-05.04 DELIVERY, STORAGE AND HANDLING A. Shipping: Do not cut, kink, or otherwise damage pipe during transportation. B. Storage: 1. Limit stacking of pipe to a height that will not cause excessive deformation of bottom layers of pipes under anticipated temperature conditions. 2. Where necessary due to ground conditions, store pipe on wooden sleepers, spaced suitably and of such widths as not to allow deformation of pipe at point of contact with sleeper or between supports. 3. Damaged pipe is defined as pipe with any kinks or with gouges exceeding 10 percent of wall thickness. 8-05.05 MANUFACTURERS A. Pipe and fittings specified in this section shall be products of: 1. CP Chem Performance Pipe. 2. JM-Manufacturing Co. 3. ISCO Industries. 8-05.06 MATERIALS A. Pipe and Fittings: 1. Conform to requirements of AWWA C906. 2. Polyethylene resin shall meet or exceed requirements of ASTM D3350 for PE 3408 material with cell classification of 345464C, or better. 3. Maximum Allowable Hoop Stress: 800 psi at 73.4 degrees F. 4. Pipe sizes shall conform at ASTM F714. 5. Pipe and fittings shall have a pressure rating of (nominal standard dimension ratio (SDR) DR 17 or less). B. Pipe lengths, fittings, and flanged connections to be joined by thermal butt-fusion shall be of same type, grade, and class of polyethylene compound and supplied from same raw material supplier. 8-4 C. Fittings shall be fabricated from polyethylene pipe by means of thermal butt-fusion. Ends of fabricated fittings shall not be trimmed to match pipe section to which they are going to be joined. Polyethylene fittings shall have same or higher pressure rating as pipe when installed. D. Flanges: ASTM A240, Type 316 stainless steel, backing rings with ASME B16.1 Standard drilling. Flanges shall be complete with one-piece, molded polyethylene stub ends. Flanged connections shall have same or greater pressure rating as pipe. E. Gaskets: Gasket material, size, and thickness shall be as recommended by pipe or flange manufacturer. F. Joints: Thermal butt-fusion, except where connecting to unions, valves, and equipment with threaded connections that may require future disassembly. G. Bolts, Nuts, Washers: Type 315 stainless steel, ASTM A193, Grade B8 hex head bolts; and ASTM A194, Grade 8 hex head nuts. Bolts shall be fabricated in accordance with ASME B18.2.2 and provided with washers of same material as bolts. H. Wall Anchor 1. Material: Same as HDPE pipe. 2. Internal Diameter: Equal to adjacent pipe. 3. Outside Diameter: 5 inches greater than adjacent pipe. 4. Shear Strength: Equal to or greater than tensile strength of adjacent pipe. 5. Fabrication: Butt-fusion. Extrusion bead welding is not allowed. 8-05.07 INSTALLATION A. General 1. Fabricate and install polyethylene pipe in strict conformance with ASTM D2774, and pipe manufacturer's recommendations. 2. Joining: Butt-fuse pipes and fittings in accordance with pipe manufacturer's recommendations. Depending on Site conditions, perform butt-fusion joining in or outside of excavation. 3. Mechanical Connections: Connect HDPE pipe to auxiliary equipment such as valves, pumps, tanks, and other piping systems with flanged connections as follows: a. Polyethylene "stub end", thermally butt-fused to ends of pipe. 8-5 b. Backing ring, as specified. c. Bolt and nut of sufficient length to show a minimum of three complete threads when joint is made and tightened to manufacturer's standard. Retorque nuts after 4 hours. d. Gaskets as specified. 4. Special Precautions at Flanges: Support polyethylene pipe connected to heavy fittings, manholes, and rigid structures in such a manner that no subsequent relative movement between polyethylene pipe at flanged joint and rigid structures is possible. B. Placement in Trench: 1. Handle joined pipeline in such a manner that pipe is not damaged by dragging it over sharp and cutting objects. 2. Position slings for handling pipeline away from butt-fused joints. 3. Remove sections of damaged pipe and replace it with undamaged pipe. Damaged pipe is defined as pipe with kinks or gouges exceeding 10 percent of pipe wall thickness. 4. Exercise care when lowering pipe into trench to prevent damage or twisting of pipe. 5. Snake pipe from one side of trench to other to allow for thermal and settling movements. 6. At flanges, valves, and connections, excavate trench bottom out sufficiently to ensure clearance between undisturbed trench bottom and flange, valve, or connections. 8-05.08 TESTING AND INSPECTION A. Pipeline Hydrostatic Test: 1. General: a. Notify Engineer in writing not less than 5 working days in advance of testing. Perform testing in presence of Engineer. b. Test newly installed pipelines. Using water as test medium, pipes shall successfully pass a leakage test prior to acceptance. 8-6 c. Furnish testing equipment and perform tests in manner satisfactory to Engineer. Testing equipment shall provide observable and accurate measurements of leakage under specified conditions. d. Isolate new pipelines that are connected to existing pipelines. e. Conduct field hydrostatic test on buried piping after trench has been completely backfilled. Testing may, as approved by Engineer, be done prior to placement of asphaltic concrete or roadway structural section. f. Contractor may, if field conditions permit and as determined by Engineer, partially backfill trench and leave joints open for inspection and conduct an initial service leak test. Final field hydrostatic test shall not, however, be conducted until backfilling has been completed as specified above. g. Contractor shall make all necessary arrangements to provide water for testing. 2. Preparation: a. Install temporary thrust blocking or other restraint as necessary to prevent movement of pipe and protect adjacent piping or equipment. Make necessary taps in piping prior to testing. b. Wait 5 days minimum after concrete thrust blocking is installed to perform pressure tests. If high-early strength cement is used for thrust blocking, wait may be reduced to 2 days. c. Prior to test, remove or suitably isolate appurtenant instruments or devices that could be damaged by pressure testing. d. New Piping Connected to Existing Piping: Isolate new piping with grooved-end pipe caps, blind flanges, or other means as acceptable to Engineer. 3. Procedure: a. All HDPE pipe shall be hydraulically tested to 60 psi. b. Maximum filling velocity shall not exceed 0.25 feet per second, calculated based on full area of the pipe. 8-7 c. Expel air from pipe system during filling. d. Test procedure consists of two steps: initial expansion phase and test phase. During initial expansion phase, apply and maintain specified test pressure with hydraulic force pump. Valve off piping system when test pressure is reached. Add make-up water at hourly intervals for 3 hours to maintain test pressure. Continue initial expansion phase for 4 hours and then begin test phase. Test phase shall continue for 1 hour. e. At conclusion of test phase, determine actual leakage by measuring quantity of water necessary to return system to test pressure. f. If test is not completed due to leakage, equipment failure, or other reasons, depressurize test section and allow it to relax for at least 8 hours before retesting. g. If measured leakage exceeds allowable leakage or if leaks are visible, repair defective pipe section and repeat hydrostatic test. 4. Allowable Leakage: a. Maximum allowable make-up water at conclusion of test phase shall not exceed recommended amounts stated in the following table. b. Table is based on test pressure equal to 1.5 times pressure class of pipe. If lower pressure is used for test, allowances shall be reduced by ratio of test pressure to pressure class of pipe. Make-up Water Allowance for Test Phase (U.S. Gallons per 100 feet of Pipe) Nominal Pipe 1-Hour Test 2-Hour Test 3-Hour Test Size (gallons) (gallons) (gallons) (inches) 3 0.10 0.15 0.25 4 0.13 0.25 0.40 6 0.30 0.60 0.90 8 0.50 1.0 1.5 10 0.85 1.3 2.1 12 1.1 2.3 3.4 14 1.4 2.8 4.2 16 1.7 3.3 5.0 18 2.2 4.3 6.5 20 2.8 5.5 8.0 24 4.5 8.9 13.3 28 5.5 11.1 16.8 32 7.0 14.3 21.5 8-8 8-06 PIPING SUPPORT SYSTEMS 8-06.01 REFERENCES A. The following is a list of standard which may be referenced in this section: 1. American Society of Civil Engineers (ASCE): 7, Minimum Design Loads for Buildings and Other Structures. 2. American Society of Mechanical Engineers (ASME): B31.1, Power Piping. 3. ASTM International (ASTM): a. A123/A123M, Standard Specification for Zinc(Hot- Dip Galvanized) Coatings on Iron and Steel Products. b. A663/A653M, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvanealed) by the Hot-Dip Process. 4. International Code Council (ICC): a. International Building Code (IBC). b. International Mechanical Code (IMC). 5. Manufacturers' Standardization Society (MSS): a. SP 58, Pipe Hangers and Supports—Materials, Design and Manufacture. b. SP 69, Pipe Hangers and Supports —Selection and Application. c. SP 89, Pipe Hangers and Supports—Fabrication and Installation Practices. d. SP 127, Bracing for piping Systems, Seismic-Wind- Dynamic Design, Selection and Application 8-06.02 SUBMITTALS A. Action Submittals: 1. Catalog information and drawings of piping support system, locating each support, sway brace, seismic brace, hanger, guide, component, and anchor for piping 6 inches and larger. Identify support, hanger, guide, and anchor type by catalog number and Shop Drawing detail number. 8-9 2. Revisions to support systems resulting from changes in related piping system layout or addition of flexible joints. B. Informational Submittals: Maintenance information on piping support system. 8-06.03 QUALIFICATIONS A. Piping support systems shall be designed and Shop Drawings prepared and sealed by a Registered Professional Engineer in the state where the Work is to be installed. 8-06.04 DESIGN REQUIREMENTS A. General: 1. Design, size, and locate piping support systems throughout facility, whether shown or not. 2. Meet requirements of MSS SP 58, MSS SP 69, MSS SP 89, and ASME B31.1 or as modified by this section. B. Pipe Support Systems: 1. Pipe support systems shall be designed for gravity and thrust loads imposed by weight of pipes or internal pressures, including weight of fluid in pipes. 2. Maximum support spacing and minimum rod size in accordance MSS SP-69 Table 3 and Table 4. 8-06.05 GENERAL PRODUCTS A. When specified items are not available, fabricate pipe supports of correct material and to general configuration indicated. B. Special support and hanger details may be required for cases where standard catalog supports are inapplicable. 8-06.06 SADDLE SUPPORTS A. Pedestal Type: Schedule 40 pipe stanchion, saddle, and anchoring flange. 1. Nonadjustable Saddle: MSS SP 58 and MSS SP 69, Type 37 with U-bolt. a. Anvil; Figure 259, sizes 4 inches through 36 inches with Figure 62C base. b. B-Line; Figure B3090, sizes 34 inches through 36 inches with B3088 base. 8-10 2. Adjustable Saddle: MSS SP 58 and MSS SP 69, Type 38 without clamp. a. Anvil: Figure 264, sizes 2-1/2 inches through 36 inches with Figure 62C base. b. B-Line; Figure B3093, sizes 1 inch through 36 inches with Figure B3088T base. B. Elbow and Flange Supports: 1. Elbow with Adjustable Stanchion: a. Sizes 2-1/2 inches through 42 inches. 1) Anvil; Figure 62C base. 2. Elbow with Nonadjustable Stanchion: a. Sizes 2-1/2 inches through 42 inches. 3. Flange Support with Adjustable Base: a. Sizes 2 inches through 24 inches. 1) B-Line; B3094, with Figure B3088T base 2) Standon; Model S89 8-06.07 WALL BRACKETS AND SUPPORTS A. Welded Steel Wall Bracket: MSS SP 58 and MSS SP 69, Type 33 (heavy-duty). 1. Anvil; Figure 199, 3,000-pound rating. 2. B-Line; Figure B3067, 3,000-pound rating. B. Offset Pipe Clamp: 1. Anvil; Figure 103, sizes 3/4 inch through 8 inches. 2. B-Line; Figure B3148, sizes 1/2 inches through 12 inches. C. Channel Type: 1. Unistrut. 2. Anvil; Power-Strut. 3. B-Line; Strut System. 4. Aickinstrut (FRP) 8-11 8-06.08 INSTALLATION A. General 1. Install support systems in accordance with MSS SP 69 and MSS SP 89, unless shown otherwise. 2. Support piping connections to equipment by pipe support and not by equipment. 3. Support large or heavy valves, fittings, and appurtenances independently on connected piping. 4. Support no pipe from pipe above it. 5. Support pipe at changes in direction or in elevation, adjacent to flexible joints and couplings, and where shown. 6. Install lateral supports for seismic loads at changes in direction. B. Standard Pipe Supports: 1. Horizontal Piping Supported from Walls: a. Single Pipes: Wall brackets or wall clips attached to wall with anchors. Clips attached to wall mounted framing also acceptable. 2. Horizontal Piping Supported from Floors: a. Stanchion Type: 1) Pedestal type; adjustable with stanchion, saddle, and anchoring flange. 2) Use yoked saddles for piping whose centerline elevation is 18 inches or greater above floor and for exterior installations. 3) Provide minimum 1-1/2 inch grout beneath base plate. 3. Vertical Pipe: Support with wall brackets and base elbow or riser clamps on floor penetrations. 4. Standard Attachments: a. To Concrete Walls: Concrete inserts or brackets or clip angles with anchor bolts. b. Existing Walls and Ceilings: Install as specified for new construction, unless shown otherwise. 8-12 8-06.08 INSTALLATION A. General 1. Install support systems in accordance with MSS SP 69 and MSS SP 89, unless shown otherwise. 2. Support piping connections to equipment by pipe support and not by equipment. 3. Support large or heavy valves, fittings, and appurtenances independently on connected piping. 4. Support no pipe from pipe above it. 5. Support pipe at changes in direction or in elevation, adjacent to flexible joints and couplings, and where shown. 6. Install lateral supports for seismic loads at changes in direction. B. Standard Pipe Supports: 1. Horizontal Piping Supported from Walls: a. Single Pipes: Wall brackets or wall clips attached to wall with anchors. Clips attached to wall mounted framing also acceptable. 2. Horizontal Piping Supported from Floors: a. Stanchion Type: 1) Pedestal type; adjustable with stanchion, saddle, and anchoring flange. 2) Use yoked saddles for piping whose centerline elevation is 18 inches or greater above floor and for exterior installations. 3) Provide minimum 1-1/2 inch grout beneath base plate. 3. Vertical Pipe: Support with wall brackets and base elbow or riser clamps on floor penetrations. 4. Standard Attachments: a. To Concrete Walls: Concrete inserts or brackets or clip angles with anchor bolts. b. Existing Walls and Ceilings: Install as specified for new construction, unless shown otherwise. 8-12 Table 1 Nonchemical Areas Exposure Conditions Support Material Galvanized steel or precoated steel, plastic Pipe Galleries coat hangers for uninsulated copper or stainless steel piping Notes: 1. Galvanized steel to be per ASTM A653/A653M, Class G90, or hot-dip galvanized after fabrication to ASTM A123/A123M. 8-07 CONSTRUCTION SCHEDULE AND PHASING Time is of the essence for this project at both locations: Mill Street and Inland Center Drive. The work is to be coordinated with a major expansion (widening) and improvements to the 215 Freeway by Caltrans. Therefore, the City will require that portions of the work to be coordinated with Caltrans schedule of improvements as described in the following: 8-07-01 MILL STREET IMPROVEMENTS This work must be completed at the earliest possible date, since it is desired to be completed prior to the freeway construction. The work can be started at the earliest possible date and pursued diligently to completion. However, it is imperative that the City Contractor and the State Contractor coordinate the construction of the new 12" sewer main and encasements of the 12" and 36" sewer to insure that Mill Street is not closed to the general public. 8-07-02 INLAND CENTER DRIVE There are three (3) phases of work for the construction at Inland Center Drive. 1. "Pre-Bridge Phase" As shown on the plans, the piping segments can be constructed on the west side of Inland Center Drive from the Colton pump station to 5' away from the approach slab of the Inland Center Drive Bridge and 5' away from the approach slab on the east side to the end of the proposed sewer force main. This construction may occur in advance of the bridge reconstruction. The segments of pipe that cross existing Inland Center Drive may be installed at the earliest possible date. Ends shall be temporarily capped. 8-13 2. "Bridge Phase 1B" Caltrans Phase 1B for the bridge consists of removing the existing railroad bridge and construction of a portion of the new bridge. The segment casing from the east abutment through the bridge girder to the abutment of bridge may be installed immediately following Caltrans completion of the Bridge Soffit Phase 1 B. The Contractor shall coordinate a construction time schedule closely with the Caltrans Contractor in order to schedule and perform the work in concert with bridge construction. Ends of casing may be temporarily capped. Advance notices and working duration stipulated in the Caltrans Contract document, to which the City Contractor shall be expected to comply, is shown in the table below: CITY OF SAN BERNARDINO DEVELOPMENTAL SERVICES/PUBLIC WORKS ADDRESS: 300 N "D" Street,3111 Floor San Bernardino, CA 92418 PHONE: (909)384-5166 Description of Work Approximate Location Advance Notice Working SBDS (Metric STA) Required Days Parcel# Relocate City Sewer Facilities in Inland Center Drive 30 Business Days 90 Days 19359 Bridge and Pump Station Bridge Station 89+60 Relocate City Sewer Facilities Mill Street Station 97+60 30 Business Days 30 Days 20504 36°Sewer Concrete Encasement Relocate City Sewer Facilities Mill Street Station 97+65 30 Business Days 30 Days 20504 12"Sewer Concrete Encasement During Bridge Phase 1B, Caltrans will backfill the area east of the east abutment. When the area is backfilled and soil densities verified, the final segment of casing at the east end may be constructed. End of casing may be temporarily capped. This will likely complete the work that can be done with Bridge Phase 1B. 3. "Bridge Phase 1D" During bridge construction Phase 1 D, Caltrans will close the existing southbound off-ramp to Inland Center Drive. Caltrans will also backfill the area west of the west abutment. When the area is backfilled and soil densities verified, the final segment of casing at the west end may be constructed. Immediately following completion of the casing construction the carrier pipe may be installed in the casing, and the final pipeline segments completed at the east and west ends of the bridge. 4. "Lift Station Final Modifications" Phase Note that the piping modifications within the lift station must be coordinated with the availability of the new force main. Piping modifications can be done at any time, except for the final change of pump discharge piping and connection to new force main which must wait until the entire new force main is completed and serviceable. Refer to drawings for additional detail on lift station modifications. Completion of the Lift Station modifications must occur during Bridge Phase 1D prior to Caltrans moving to demolish the existing bridge and force main during Phase 2. 8-14 8-08 STAINLESS STEEL PIPE AND FITTINGS—GENERAL SERVICE STAINLESS STEEL PIPE AND FITTINGS—GENERAL SERVICE Item Size Description 8-08.01 Pipe A. 2-1/2" & smaller Schedule 40S: ASTM A312/A312M, Type [A: 304] [B: 316] seamless, pickled and passivated 8-08.02 Joints A. 1-1/2" & smaller Threaded or flanged at equipment as required or shown B. 2" & larger Butt-welded or flanged at valves and equipment 8-08.03 Fittings A. 1-1/2" & smaller Threaded: Forged 1,000 CWP minimum, ASTM A182/A182M, Grade [B: F316] or cast Class 150 ASTM A351/A351M, Grade [D: CF8M/316] B. 2" & 2-1/2" Butt Welded: ASTM A403/A403M, Grade [F: WP316L] conforming to ASME B16.9 and MSS SP43, annealed, pickled and passivated; fitting wall thickness to match adjoining pipe; long radius elbows, unless shown otherwise 8-08.04 A. Forged Stainless ASTM A182/A182M, Grade [C: F316L], ASME B16.5 Steel Flanges Class 150 or Class 300, slip-on weld neck or raised face B. Cast Carbon ASTM A216/A216M Grade WCA, drilled, ASME B16.5 Steel Flanges: Class 150 or Class 300 Van Stone Type with stainless steel stub ends, ASTM A240 Type [E: 316L] "as- welded grade", conforming to MSS SP 43, wall thickness same as pipe C. Forged Flange Type [B: 316] stainless steel, ASTM A320/A320M Bolts Grade B8M hex head bolts and ASTM Al94/A194M Grade 8M hex head nuts D. Gaskets Flanged, Water and Sewage Service: 1/8 inch thick, unless otherwise specified, red rubber(SBR), hardness 80 (Shore A), rated to 200 degrees F, conforming to ASME 616.21, AWWA C207, and ASTM D1330, Grade 1 and Grade 2 E. Thread Lubricant General Service: [A: 100% virgin PTFE Teflon Tape.] 8-15 8-09 MAGNETIC FLOW TUBES 8-9.01 GENERAL DESCRIPTION A. Flanged magnetic flow meter flow tube capable of measuring liquids with conductivity of 5 micro-siemens/cm or greater. B. Produce dc signals proportional and linear to the liquid flow rate from 1 to 40 ft/second. C. Combined with transmitter the system accuracy shall be +0.50% of rate. D. Optionally, high accuracy flow tube-transmitter system shall be +0.25% of rate. E. Electrodes flush mounted to the liner. F. A Flow Tube Calibration Factor is entered into the transmitter, enabling interchangeability of flow tubes and transmitters. No further calibration is necessary. G. Flow tube sized for 5 to 10 ft/sec velocities in pipeline when used with raw sewage. H. Rosemount 8705 or equal, 10-inch size 8-09.02 APPROVALS A. Material supplied shall be in conformance with: - NEMA 4X - Factory Mutual (FM) Class I, Division 2, Groups A, B, C, and D. 8-09.03 ENVIRONMENTAL CONDITIONS A. Suitable for the following conditions B. Relative humidity: 0 to 100% C. Ambient temperature: -5 to 140 °F D. Submergence: Housing is continuously submersible to 30 feet (IP 68). Optionally, internally potted terminal connections are available with lengths of cable integrally factory installed, option F0247. 8-16 8-09.04 PROCESS CONDITIONS A. Temperature limits: Polyurethane lining 5 to 140°F (-16 to 60°C) B. Pressure limits for all linings up to 100°F 285 PSI for 150#Carbon steel flanges C. Conductivity: 5 micro-siemens/cm or greater D. Mounting position effect: None when installation ensures flow tube remains full. E. Carbon Steel, Flanged ends. F. ANSI class 150# 8-09.05 ELECTRICAL A. Factory Mutual (FM) certified for use in hazardous areas. B. Electrical conduit connections: %-14 NPT. C. Use a single dedicated conduit run from remote transmitter to flow tube for both the coil drive and electrode cables of no more than 1,000 feet. D. Grounding of the flow tube may be accomplished by standard provided grounding straps, or optionally by grounding rings, grounding electrode, or lining protectors. 8-09.06 POWER SUPPLY A. Power is supplied to the flow tube by the transmitter only. Integral mounted transmitters will be factory wired. 8-09.07 OPTIONS A. Grounding rings: 316L SS B. Grounding electrode: 316L SS C. Lining protectors: 316L SS D. Field replaceable electrodes: 316L SS E. Portable Reference Calibration Standard Rosemount 8714 o.e. which simulates a flow tube for calibration and testing of flow transmitter. F. Bulk length of Signal and Coil Drive Cable for remote transmitters. 8-17 8-10 REMOTE MAGNETIC FLOW TRANSMITTER, 8-10.01 GENERAL DESCRIPTION A. Microprocessor-based "smart"transmitter that is capable of powering the flow tube and converting the signal from the flow tube. B. Transmitter shall produce DC signals proportional to the flow rate plus provide HART based digital communications capabilities. C. System shall be capable of measuring liquids with a conductivity of 5 micro-siemens/cm or greater. D. Operates with any manufacturer's flow tube. E. Rosemount Model 8712 o.e. 8-10.02 APPROVALS A. Material supplied shall be in conformance with: - NEMA 4X - Factory Mutual (FM) Class I, Division 2, Groups A, B, C, and D. 8-10.03 ENVIRONMENTAL CONDITIONS A. Relative humidity: 0 to 100% B. Ambient temperature: -5 to 140°F with Local Operator Interface C. Dual-compartmental housing totally isolating the electronic circuitry from the field wiring and communication terminals. Housing is polyurethane coated aluminum. D. Provide wall mounting suitable for mounting in Process Control Cabinet. 8-10.04 ELECTRICAL A. 120 or 240 V ac from mini power center. B. 3/4' — 14 NPT conduit threads 8-18 8-10.05 FLOW RATE RANGES A. .04 to 40 ft/sec. for both forward and reverse flow in all flow tube sizes. B. Over-range capability: Up to 110% of upper range value. C. Low Flow Cutoff: Adjustable from .04 to 1 ft/sec. 8-10.06 OUTPUTS A. 4-20 mA output plus HART digital communication capabilities. Selectable engineering units. Full-scale adjustable between -40 to 40 ft/sec. 8-10.07 SOFTWARE FUNCTIONALITY A. Transmitter shall be capable of simultaneous HART digital communication over the 4-20 mA output loop. B. Transmitter shall perform continuous diagnostics, be capable of self-test functions, and be able to give specific diagnostic information. C. Configuration capabilities shall allow user to input and store information including range values, engineering units, flow tube size, damping, coil pulse mode, totalizer display, flow rate display, pulse mode, tag number, serial number, descriptor, message, flow tube tag and serial number, liner material, electrode type and material, flange material and type. D. Transmitter shall provide two user selectable coil drive frequencies. E. Transmitter shall provide digital signal processing capabilities for ignoring the effects of process noise. F. Transmitter shall automatically detect and display empty pipe indication and provide a zero output signal. G. Damping: Adjustable up to 256 seconds. H. Flow Tube Calibration Factor is entered into the 8712, enabling interchangeability of flow tubes and 8712 transmitter. No further calibration is necessary. 8-10.08 PERFORMANCE A. Accuracy: ±0.50% of flow rate or optional high accuracy calibration of+0.25% of flow rate. B. Stability: ±0.10% of flow rate over 6 months. C. Local indication of flow rate and totalization 8-19 8-10.09 OPTIONS A. Wall Mounted B. Local Operator Interface C. 375 HART Handheld Communicator or AMS Intelligent Device Manager Software for configuration, calibration, diagnostics, and documentation. D. Portable Reference Calibration Standard Rosemount 8714 o.e. which simulates a flow tube for calibration and testing of the flow transmitter. E. Provide 50 feet each of Signal and Coil Drive Cable. 8-11 VERTICAL SOLIDS-HANDLING DRY-PIT PUMP 8-11.01 GENERAL A. DESCRIPTION 1. Work Included: Under this section, the contractor shall provide all labor, equipment and material necessary to furnish, install, test and place in operation one Vertical Dry- Pit Pumping Unit designed for wastewater service as shown in the plans and as specified herein. In addition, provide one 7.5 HP motor to replace the existing drive unit on Pump No. 2. B. RELATED WORK DESCRIBED ELSEWHERE 1. Refer to Low Voltage AC Induction Motor, Engine Generator, Automatic Transfer Switch, and Electrical and Controls. C. GENERAL 1. Furnish and install one Vertical Close-Coupled Dry Pit Pumping Units complete with all accessories and appurtenances as shown in the plans and specified herein or as required for a complete operating system. Each Pumping Unit shall be rated for continuous duty in accordance with the operating conditions defined in Table 1 of these specifications. 8-20 D. QUALITY ASSURANCE 1. Qualifications of Manufacturers: The pump shown and specified is based on the products manufactured by Yeomans Pump, Aurora, Illinois. Catalog numbers and references are given only as an indication of the quality of materials and workmanship to be used. Pump is to be engineered and manufactured under a written Quality Assurance program. The Quality Assurance program is to have been in effect for at least five (5) years and shall include a written record of periodic internal and external audits to confirm compliance with such program. E. QUALITY CONTROL 1. The Dry Pit Pumping Unit shall conform to all applicable requirements of ASTM, ANSI and Hydraulic Institute. For purposes of this specification, the revision and/or version of the referenced standards in effect on the date of public bid opening shall apply. 2. The Dry Pit Pumping Unit specified shall be the products of reputable manufacturers who have been regularly engaged in the design, manufacture and furnishing of Wastewater Pumping Equipment for at least ten (10) years. The manufacturer of the pump shall assume full responsibility compatibility of the supplied components with the application. 8-11.02 PUMP CONSTRUCTION A. CASING The casing shall be designed for handling raw sewage and shall be of cast iron conforming to ASTM A48, Class 30 or better, of sufficient thickness and suitably ribbed to withstand all stresses and strains of service at full operating pressure. The volute shall be designed to be installed at positions of 45 degree increments. (Models 4310 — 6315: A handhole shall be provided in the casing to provide convenient access to the impeller and interior parts of the pump.) The inner contours of the handhole cover shall match the contours of the casing. No stationary guides or splitters will be permitted on either the suction or discharge sides of the casing. The discharge connection shall be 125 lb. standard raised face flange positioned as indicated on the Drawings. 8-21 B. IMPELLER The impeller shall be balanced solids-handling type made of close-grained cast iron conforming to ASTM A48 Class 30 or better. The impeller shall be single suction, enclosed, two to four vane, radial flow design with well rounded leading vanes and then tapered toward the trailing edge for a circular flow pattern. The waterways through the impeller shall have extremely smooth contours, devoid of sharp corners, so as to prevent rags or stringy, fibrous material from catching or clogging. Wiper vanes are required on the back shroud of the impeller to minimize end thrust and reduce pressure on the stuffing box. The impeller shall be cast in one piece and shall be dynamically balanced. Rotation of the impeller shall correspond to the pump discharge orientation as indicated on the Drawings. The design of the impeller and the shape of the blades shall be such that rags or similar materials will not clog the pump or seriously affect the efficiency. The impeller shall be keyed directly to the motor shaft and firmly held in place by a streamlined 316 stainless steel or bronze locking device. The arrangement shall be such that the impeller cannot be loosened by torque from either forward or reverse rotation. C. WEAR RINGS Removable hardened stainless steel wear rings shall be provided for both the suction cover and the impeller, with the wearing surfaces normal to the axis of rotation. They shall be securely fastened with counter-sunk, machine-head, stainless steel screws to prevent any relative motions and designed for easy replacement. Both wear rings shall be a minimum of 3/8 inch thick and shall be made of hardened 400 series stainless steel, with the impeller ring hardened to 325 to 375 Brinell and the casing ring hardened to 425 to 475 Brinell and designed to compensate for a minimum of one-quarter inch wear. D. STUFFING BOX The stuffing box shall be readily accessible and its construction shall permit the use of either a standard commercially available mechanical seal or Teflon seal ring and packing without special machining. The stuffing box shall be designed for a minimum of five (5) rings of packing in addition to a seal ring and suitable for use of clean water for sealing. The stuffing box shall be provided with a split removable cast iron (bronze) gland to facilitate packing replacement. The seal ring shall be located adjacent to and on the outboard side of the second packing ring. The stuffing box shall be drilled and tapped for a ' inch minimum water seal connection. The seal ring shall be split ring, 25 percent glass filled TFE type, of sufficient strength for the intended service, drilled and tapped for easy removal, and suitably positioned to assure uniform distribution of the sealing medium. The top of the pump casing cover shall be provided with a lip suitable for use as a reservoir to retain stuffing box leakage and a 1/2 inch minimum NPT tapped hole to permit leakage to be drained away. 8-22 E. PUMP SHAFT The pump shaft shall be made from high grade heat treated alloy steel, rigid shaft type, of sufficient size to transmit the full driver horsepower with a liberal safety factor, accurately machined over its entire length and free from any harmful or damaging vibrations. The pump shaft shall include a tapered end for positive alignment and ease of removal at the impeller hub. Shaft deflection shall not exceed .002 inch at the stuffing box at +40% of the best efficiency point of the impeller curve furnished. A renewable stainless steel shaft sleeve shall be provided extending from the impeller but through the stuffing box. The shaft sleeve shall be internally ground and positively secured to the shaft to prevent relative rotation. Passage of water between the shaft and sleeve shall be prevented by 0-ring or other approved means. Shrink fit shaft sleeves will not be acceptable. The shaft sleeve shall be hardened 400 series stainless steel with a 425 to 450 Brinell hardness and a 32 micro-inch surface finish. F. PUMP BEARINGS The pump shall be provided with radial and thrust anti-friction ball or tapered-spherical roller type bearings of ample size to carry all loads imposed under continuous operation without overheating. The bearings shall be grease lubricated and a relief port lip seal shall be provided so that excessive grease pressure will not damage the bearings. The pump bearing frame shall be designed so that the complete rotating element can be removed from the pump casing without disconnecting of the suction or discharge piping. The bearings shall be designed in accordance with AFBMA standards for a minimum L-10 life of 40,000 hours at the most extreme operating points on the pump performance curve and a minimum of 100,000 hours at the primary duty point. G. BEARING FRAME The pump bearing frame shall be made of ASTM A48 Class 30 cast iron material. The bearing frame shall be shoulder fitted, accurately centered and rigidly fixed to the pump casing and backplate. The bearing frame shall contain jacking bolts and shims fro the axial adjustment of the rotating element when necessary to provide the manufacturer's recommended clearance between the impeller and suction cover over the life of the pump. 8-23 H. SUCTION AND BACKPLATE The suction and backplate shall be of the same material as the casing, cast separate from the volute and built to allow complete removal of the bearings, shaft and impeller without disturbing the pump suction or discharge piping connections. The suction and backplate shall be shoulder fitted to the casing and assembled with studs to assure accurate alignment. The backplate shall be designed to support the rotating assembly and shall have a convertible stuffing box of ample depth and design to accommodate either a mechanical seal or packing. The suction plate shall include a suction elbow which shall be provided with a handhole. The inner contours of the handhole cover shall match the contours of the suction elbow. The pump suction shall be of the size specified; 125 lb. standard raised face flanged and shall be provided without the use of pipe adaptors. PUMP SUPPORT The pump support system shall be of sufficient size, strength and rigidity to support the unit and prevent harmful or damaging vibration. The fabricated steel base shall be anchored to the concrete floor/pad using a minimum of four stainless steel anchor bolts. 8-11.03 DRIVESHAFT A. SHAFTING The driver output shaft shall be connected to the pump by means of vertical universal joint type heavy duty industrial drive shafting. The vertical drive output shaft shall be fitted with a steel flange bored undersize creating an interference fit. The bottom universal joint shall be provided with a slip joint with sliding splines to permit removal of the pump rotating assembly without removing the drive shafting. The universal joint shall be connected to the pump shaft by means of a steel companion flange bored for a slip fit tolerance (plus 0.001 inch, minus 0.000 inch). Tubular shafts shall be welded to rigid flanges, or stub shafts with tapered ends, to facilitate maintenance and replacement of wearing parts. Each section of shafting shall be dynamically balanced, including flanges, shafting, keys and bolts. Balancing shall be accomplished by weight addition. B. INTERMEDIATE LINESHAFT BEARINGS When multiple sections of lineshaft are required, suitable pillow- block type intermediate steady bearings shall be provided. The steady bearings shall be installed on the "B" shaft section(s) prior to dynamic balancing. The steady bearings shall be designed in accordance with AFBMA standards for a minimum L-10 life of 8,000 hours. 8-24 C. SAFETY GUARD The drive shaft shall be provided with an easily removable, 48 inch vertical screen-type OHSA approved guard. The guard shall be mounted to the pump bearing housing and shall extend upwards over the lower universal joint and slip joint. 8-11.04 MOTOR A. MOTOR FOR PUMP NO. 3 The pump shall be driven by a vertical overhead, independently supported, solid shaft squirrel cage induction electric motor with a maximum horsepower and speed as specified. The motor shall be mounted and supported by a fabricated steel support stand with adequately sized service openings providing easy access to the coupling flange. The motor shall have a (TEXP) enclosure and shall meet all the requirements of NEMA, IEEE and NEC. B. MOTOR FOR PUMP NO. 2 A new motor shall be provided for Pump No. 2 which shall be provided to replace the existing motor. Also provide fabricated steel support for new motor. C. MOTOR RATING Motors shall be rated for 3 phase, 240 volts, 60 hertz electrical service and shall conform to all applicable requirements of Div. 16. 8-11.05 TESTING A. The natural frequency of the assembled pump and its supporting structure shall be at least 15 percent higher than the maximum pump excitation frequency. The pump shall operate within the vibration limits of the Hydraulic Institute. B. The pump shall be performance tested at the manufacturer's plant before shipment in accordance with Hydraulic Institute standards. Upon request, certified copies of the test curves shall be submitted to the engineer. C. Each pump shall be hydrostatically tested at the manufacturer's plant before shipment in accordance with Hydraulic Institute standards. Upon request, certified copies of the test results shall be submitted to the engineer. 8-25 8-11.06 FIELD SERVICE One day of field service shall be provided by an authorized, factory trained representative of the Pump Manufacturer. Services shall include, but not necessarily be limited to, inspection of the completed installation to ensure that it has been performed in accordance with the manufacturer's instructions and recommendations, supervision of all field testing and activation of the Manufacturer's Prescribed Warranty. The Contractor shall be responsible for coordinating the required field services with the Pump Manufacturer. TABLE 1 — PERFORMANCE DATA Pump Item Number Number of units required One Rated Duty Point Condition Capacity(Flow) 700 GPM TDH (Total Dynamic Head) 26 Feet NPSHR(Net Positive Suction Head Required) Minimum Efficiency 70% Minimum Shutoff Head 45 Feet Minimum Motor Horsepower Required 7.5 HP Electrical Characteristics Required 140 Volt 60 Hz. 3 Ph. Maximum Pump Operating Speed 1150 RPM Minimum Suction Size 8 inches Minimum Discharge Size 6 inches Minimum Solid Size Required 3 inches diameter to Pass Through Impeller Liquid to be Pumped Raw Sewage Pumping Temperature of Specific Gravity @ Pumping Temperature 8-26 8-12 ELECTRICAL 8-12.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American Association of State Highway Transportation Officials (AASHTO). 2. ASTM International (ASTM): a. A167, Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. b. A240/A240M, Standard Specification for Heat- Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels. c. A1011/A1011 M, Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low- Alloy with Improved Formability. d. B8, Standard Specification for Concentric-Lay- Stranded Copper Conductors, Hard, Medium-Hard, or Soft. e. C857, Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures. 3. Electronic Industries Association (EIA/TIA): 569, Commercial Building Standard for Telecommunications Pathways and Spaces. 4. Federal Specifications (FS): a. W-C-596, Connector, Electrical, Power, General Specification for. b. W-S-896, Switch, Toggle (Toggle and Lock), Flush Mounted (General Specification). 5. Institute of Electrical and Electronics Engineers, Inc. (IEEE): a. C62.41, Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits. b. PC62.41.1, Draft Guide on the Surge Environment in Low-Voltage (1000 V and less) AC Power Circuits. c. 112, Standard Test Procedure for Polyphase Induction Motors and Generators. d. 114, Standard Test Procedures for Single-Phase Induction Motors. 6. International Electrical Testing Association (NETA): ATS, Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems. 7. National Electrical Contractor's Association, Inc. (NECA): 1, Standard Practices for Good Workmanship in Electrical Contracting. 8-27 8. National Electrical Manufacturers Association (NEMA): a. C80.1, Rigid Steel Conduit-Zinc Coated. b. C80.3, Electrical Metallic Tubing-Zinc Coated. c. C80.6, Intermediate Metal Conduit-Zinc Coated (IMC). d. 250, Enclosures for Electrical Equipment (1,000 Volts Maximum). e. CC1, Electrical Power Connectors for Substations. f. ICS 1, Industrial Control and Systems: General Requirements. g. ICS 2, Industrial Control and Systems: Controllers, Contactors, and Overload Relays Rated Not More Than 2000 Volts AC or 750 Volts DC. h. ICS 2.3, Industrial Control and Systems: Instructions for the Handling, Installation, Operation and Maintenance of Motor Control Centers. MG 1, Motors and Generators. j. PB 1, Panelboards. k. RN 1, Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit. ST 20, Dry Type Transformers for General Applications. m. TC 2, Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. n. TC 3, PVC Fittings for Use with Rigid PVC Conduit and Tubing. o. WC 55, Instrumentation Cables and Thermocouple Wire. p. WC 70, Standard for Non-Shielded Power Cables Rated 2000 V or Less for the Distribution of Electrical Energy. q. WC 71, Standard for Non-Shielded Cables Rated 2001-5000 Volts for use in the Distribution of Electrical Energy. r. WC 74, 5-46 KV Shielded Power Cable for use in the Transmission and Distribution of Electric Energy. s. WD 1, General Color Requirements for Wiring Devices. 9. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 10. Underwriters Laboratories, Inc. (UL): a. 1, Flexible Metal Conduit. b. 6, Electrical Rigid Metal Conduit—Steel. c. 13, Power-Limited Circuit Cables. d. 44, Thermoset Insulated Wires and Cables. e. 62, Flexible Cord and Fixture Wire. f. 67, Panelboards. g. 98, Enclosed and Dead-Front Switches. 8-28 h. 198C, High Interrupting Capacity Fuses, Current Limiting Types. 198E, Class R Fuses. j. 360, Liquid-Tight Flexible Steel Conduit. k. 486A, Wire Connectors and Soldering Lugs for Use with Copper Conductors. I. 486C, Splicing Wire Connectors. m. 489, Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit Breaker Enclosures. n. 508, Industrial Control Equipment. o. 510, Polyvinyl Chloride, Polyethylene and Rubber Insulating Tape. P. 514B, Fittings for Cable and Conduit. q. 651, Schedule 40 and 80 PVC Conduit. r. 674, Electric Motors And Generators for use in Division 1 Hazardous (Classified) Locations. s. 797, Electrical Metallic Tubing. t. 854, Service-Entrance Cables. u. 870, Wireways, Auxiliary Gutters, and Associated Fittings. v. 943, Ground-Fault Circuit Interrupters. w. 1059, Terminal Blocks. x. 1242, Intermediate Metal Conduit. y. 1277, Electrical Power and Control Tray Cables with Optional Optical-Fibre Members. z. 1449, Transient Voltage Surge Suppressors. aa. 1561, Dry-Type General Purpose and Power Transformers. bb. 2111, Overheating Protection for Motors. 8-12.02 DEFINITIONS A. AHJ: Authority Having Jurisdiction. B. MCOV: Maximum Allowable Continuous Operating Voltage. C. MOV: Metal Oxide Varistor. D. SASD: Silicon Avalanche Suppressor Diode. E. SVR: Surge Voltage Rating. F. TVSS: Transient Voltage Surge Suppressor. 8-12.03 SUBMITTALS Contractor is required to present the following to Engineer. A. Action Submittals: 1. Boxes and device plates. 2. Junction and pullboxes. 3. Precast handholes. 4. Wiring devices. 5. Panelboards and mini-power centers. 8-29 6. Circuit breakers and switches. 7. Motor-rated switches. 8. Control devices, terminal blocks, and relays. 9. Contactors. 10. Transformers. 11. Support and framing channels. 12. Nameplates and nameplate schedule. 13. TVSS equipment. 14. Conduit, fittings, and accessories. 15. Wireways. 16. Conductors, cable, and accessories. 17. Motors: Nameplate data, detailed information on any special features. 18. Grounding materials. 19. Motor Controls: Arrangement drawings, ratings, schematic and wiring diagrams, bill of materials, nameplate schedule, manufacturer information on components. 20. Local Control Panels: Arrangement drawings, schematic and wiring diagrams, bill of materials, nameplate schedule, manufacturer information on components. B. Informational Submittals: 1. Factory test reports. 2. Field test reports. 3. Signed permits indicating Work is acceptable to regulatory authorities having jurisdiction. 4. Operation and Maintenance Data: a. Provide for all equipment, as well as each device having features that can require adjustment, configuration, or maintenance. b. Minimum information shall include manufacturer's preprinted instruction manual, one copy of the approved submittal information for the item, tabulation of any settings, and copies of any test reports. 8-12.04 APPROVAL BY AUTHORITY HAVING JURISDICTION A. Provide the Work in accordance with NFPA 70, National Electrical Code (NEC). Where required by the Authority Having Jurisdiction (AHJ), material and equipment shall be labeled or listed by a nationally recognized testing laboratory or other organization acceptable to the AHJ, in order to provide a basis for approval under the NEC. B. Materials and equipment manufactured within the scope of standards published by Underwriters Laboratories, Inc. shall conform to those standards and shall have an applied UL listing mark or label. 8-30 8-12.05 QUALIFICATIONs A. PVC-Coated, Rigid Steel Conduit Installer: Must be certified by conduit manufacturer as having received minimum 2 hours of training on installation procedures. B. Testing Firm Qualifications: Professionally independent of manufacturers, suppliers, and installers, or electrical equipment and systems being tested. 8-12.06 EXTRA MATERIALS A. Furnish, tag, and box for shipment and storage the following spare parts and special tools: 1. Fuses, 0 to 600 Volts: Six of each type and each current rating installed. 8-12.07 PRODUCTS —GENERAL A. Products shall comply with all applicable provisions of NFPA 70. B. Like Items of Equipment: End products of one manufacturer in order to achieve standardization for appearance, operation, maintenance, spare parts, and manufacturer's service. C. Equipment and Devices Installed Outdoors or in Unheated Enclosures: Capable of continuous operation within ambient temperature range of 32 degrees F to 104 degrees F. D. Hazardous Areas: Products shall be acceptable to the regulatory authority having jurisdiction for the class, division, and group of hazardous area indicated. E. Equipment Finish: 1. Manufacturer's standard finish color, except where specific color is indicated. 2. If manufacturer has no standard color, finish equipment shall be light gray color finish as approved by Engineer or Owner. 8-12.08 OUTLET AND DEVICE BOXES A. Sheet Steel: One-piece drawn type, zinc- or cadmium-plated. B. Cast Metal: 1. Box: Cast ferrous metal. 2. Cover: Gasketed, weatherproof, and cast ferrous metal with stainless steel screws. 3. Hubs: Threaded. 8-31 4. Lugs: Cast Mounting. 5. Manufacturers and Products, Nonhazardous Locations: a. Crouse-Hinds; Type FS or FD. b. Appleton; Type FS or FD. 6. Manufacturers and Products, Hazardous Locations: a. Crouse-Hinds; Type GUA or EAJ. b. Appleton; Type GR. C. PVC-Coated Cast Metal: 1. Type: One-piece. 2. Material: Malleable iron, cast ferrous metal, or cast aluminum. 3. Coating: a. All Exterior Surfaces; 40 mils PVC. b. All Interior Surfaces, 2 mils urethane. 4. Manufacturers: a. Robroy Industries. b. Ocal. 8-12.09 JUNCTION AND PULL BOXES A. Outlet Boxes Used as Junction or Pull Box: As specified under Article Outlet and Device Boxes. B. Conduit Bodies Used as Junction Boxes: As specified under Article Conduit and Fittings. C. Manufacturers: 1. Hoffman Engineering Co. 2. Robroy Industries. 8-12.10 WIRING DEVICES A. Switches: 1. NEMA WD 1 and FS W-S-896. 2. Industrial grade, totally enclosed, ac type, with quiet tumbler switches and screw terminals. 3. Capable of controlling 100 percent tungsten filament and fluorescent lamp loads. 4. Rating: 20 amps, 120 volts. 5. Color: Ivory. 6. Automatic grounding clip and integral grounding terminal on mounting strap. 7. Manufacturers and Products: a. Leviton; 1221 Series. b. Bryant; 4901 Series. c. Hubbell; 1221 Series. 8-32 B. Receptacle, Single and Duplex: 1. NEMA WD 1 and FS W-C-596. 2. Specification grade, two-pole, three-wire grounding type with screw type wire terminals suitable for No. 10 AWG. 3. High strength, thermoplastic base color. 4. Color: Ivory. 5. Contact Arrangement: Contact to be made on two sides of each inserted blade without detent. 6. Rating: 125 volts, NEMA WD 1, Configuration 5-15R, 15 amps 7. One-piece mounting strap with integral ground contact (rivetless construction). 8. Manufacturers and Products: a. Arrow Hart; 5262 Series. b. Leviton; 5262/5362 Series. c. Bryant; 5262/5362 Series. d. Hubbell; 5262/5362 Series. 8-12.11 DEVICE PLATES A. General: Sectional type plates not permitted. B. Plastic: 1. Material: Specification grade, 0.10-inch minimum thickness, noncombustible, thermosetting. 2. Color: To match associated wiring device. 3. Mounting Screw: Oval-head metal, color matched to plate. C. Metal: 1. Material: Specification grade, one-piece, 0.040-inch nominal thickness stainless steel. 2. Finish: ASTM A167, Type 302/304, satin. 3. Mounting Screw: Oval-head, finish matched to plate. D. Engraved: 1. Character Height: 1/8 inch. 2. Filler: Black E. Weatherproof: 1. For Receptacles, Damp Locations: a. Gasketed, cast-aluminum, with individual cap over each receptacle opening. b. Mounting Screw and Cap Spring: Stainless steel. c. Manufacturers and Products: 1) Crouse-Hinds; Type WLRD-1. 2) Appleton; Type FSK-WRD. 8-33 2. For Receptacles, Wet Locations: a. Impact-resistant, nonmetallic, single-gang, horizontal-mounting, providing, while in-use, NEMA 3R rating. b. Stainless steel mounting and hinge hardware. c. Lockable, paintable. d. Color: Gray. e. Manufacturers: 1) Carlon. 2) Leviton. 3. For Switches: a. Gasketed, cast-metal or cast-aluminum, incorporating external operator for internal switch. b. Mounting Screw: Stainless steel. c. Manufacturers and Products: 1) Crouse-Hinds; DS-181 or DS-185. 2) Appleton; FSK-1VTS or FSK-1VS. 8-12.12 MINI-POWER CENTER (MPC) A. General: Transformer, primary and secondary main circuit breakers, and secondary panelboard section enclosed in NEMA 250, Type 3R enclosure. B. Transformer: 1. Type: Dry, self-cooled, encapsulated. 2. Insulation: Manufacturer's standard, with UL 1561 temperature rise. 3. Full capacity, 2-1/2 percent voltage taps, two above and two below normal voltage. 4. Primary Voltage: 240, single-phase. 5. Secondary Voltage: 240/120 volts, single-phase, three- wire. C. Panelboard: UL 489, fully-rated. 1. Type: Thermal-magnetic, quick-make, quick-break, indicating, with noninterchangeable molded case circuit breakers. 2. Number and Breaker Ampere Ratings: Refer to Panelboard Schedule. D. Manufacturers: 1. Eaton. 2. General Electric Co. 3. Square D Co. 8-34 8-12.13 CIRCUIT BREAKER, INDIVIDUAL, 0 TO 600 VOLTS A. UL 489 listed for use at location of installation. B. Minimum Interrupt Rating: 10000 amps rms symmetrical at 120/240 volts. C. Thermal-magnetic, quick-make, quick-break, indicating type showing ON/OFF and TRIPPED indicating positions of operating handle. D. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. E. Locking: Provisions for padlocking handle. F. Enclosure: As specified under Execution. G. Interlock: Enclosure and switch shall interlock to prevent opening cover with breaker in the ON position. H. Manufacturers: 1. Eaton. 2. General Electric Co. 3. Square D Co. 8-12.14 FUSE, 0 TO 600 VOLTS A. Current-limiting, with 200,000 ampere rms interrupting rating. B. Provide to fit mountings specified with switches and features to reject Class H fuses. C. Motor and Transformer Circuits, 0 to 600 Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers and Products: a. Bussmann; Type LPS-RK. b. Littelfuse, Inc.; Type LLS-RK. D. Motor and Transformer Circuits, 0 to 250 Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers and Products: a. Bussmann; Type LPN-RK. b. Littelfuse, Inc.; Type LLN-RK. 8-35 E. Feeder and Service Circuits, 0 to 600 Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers and Products: a. Bussmann; Type LPS-RK. b. Littelfuse, Inc.; Type LLS-RK. F. Feeder and Service Circuits, 0 to 250 Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers and Products: a. Bussmann; Type LPN-RK. b. Littelfuse, Inc.; Type LLN-RK. 8-12.15 PUSHBUTTONS, INDICATING LIGHTS, AND SELECTOR SWITCHES A. Type: Heavy-duty, oiltight. Provide contact arrangements, colors, inscriptions, and functions as shown. B. Contact Rating: NEMA ICS 2, Type A600. C. Unless otherwise shown, provide the following features: 1. Selector Switch Operating Lever: Standard. 2. Indicating Lights: Push-to-test, transformer-type. 3. Indicating Light Color: a. OFF: Green b. ON: Red c. FAULT: Amber d. READY: White 4. Pushbutton Color: a. ON or START: Green. b. OFF or STOP: Red. c. RESET: Black. 5. Pushbuttons and selector switches lockable in OFF position where indicated. D. Legend Plate: 1. Material: Aluminum. 2. Engraving: Indicating specific function, or as shown. 3. Letter Height: 7/64 inch. E. Manufacturers and Products: 1. General Electric Co.; Type CR 104P. 2. Square D Co.; Type T. 3. Eaton; Type 10250T. 8-36 8-12.16 TERMINAL BLOCKS A. Type: UL 1059. Compression screw clamp, with current bar providing direct contact with wire and yoke, with individual rail mounted terminals. Marking system shall permit use of preprinted or field-marked tags. B. Yokes and Clamping Screws: Zinc-plated, hardened steel. C. Rating: 600V ac. D. Manufacturers: 1. Weidmuller, Inc. 2. Ideal. 8-12.17 MAGNETIC CONTROL RELAYS A. NEMA ICS 2, Class A600 (600 volts, 10 amperes continuous, 7,200VA make, 720VA break), machine tool type with field convertible contacts. B. Manufacturer and Model: 1. Eaton; Type M-600. 2. General Electric; Type CR120B. 8-12.18 TIME DELAY RELAY A. Industrial Relay Rated: 150 volts, 5 amps continuous, (3600 VA make, 360 VA break). B. Solid-state electronic, field convertible ON/OFF delay. C. Two Form-C contacts (minimum), or as shown on drawings. D. Repeat accuracy plus or minus 2 percent. E. Timer Adjustment: Multiple adjustable ranges, including 1 second to 60 seconds, unless otherwise shown. F. Manufacturers: 1. Omron. 2. Eaton. 3. General Electric Co. 8-37 8-12.19 DRY TYPE POWER TRANSFORMERS (0-TO 600-VOLT PRIMARY) A. Type: Self-cooled, two-winding. B. UL 1561 and NEMA ST 20. C. Insulation Class, Temperature Rise, and Impedance: Manufacturer's standard. D. Core and Coil: 30 kVA or Less: Encapsulated. E. Enclosure: 30 kVA or Less: NEMA 250, Type 3R, nonventilated. F. Voltage Taps: Full capacity, 2-1/2 percent, two above and two below normal voltage rating. G. Sound Level: Not to exceed NEMA ST 20 levels. H. Vibration isolators to minimize and isolate sound transmission. I. Manufacturers: 1. General Electric. 2. Eaton. 3. Square D. 8-12.20 SUPPORT AND FRAMING CHANNELS A. Carbon Steel Framing Channel: 1. Material: Rolled, mild strip steel, 12 gauge, ASTM A1011/A1011M, Grade 33. 2. Finish: Hot-dip galvanized after fabrication. B. Stainless Steel Framing Channel: Rolled, ASTM A167, Type 316 stainless steel, 12 gauge. C. Manufacturers: 1. B-Line Systems, Inc. 2. Unistrut Corp. 8-12.21 NAMEPLATES A. Material: Laminated plastic. B. Attachment: Adhesive. C. Color: Black, engraved to a white core, or as shown. 8-38 D. Engraving: 1. Devices and Equipment: Name or tag shown, or as required. 2. Panelboards: a. Designation. b. Service voltage. c. Phases. 3. Minimum Requirement: Label metering and power distribution equipment, local control panels,junction boxes, motor controls, and transformers. E. Letter Height: 1. Pushbuttons, Selector Switches, and Other Devices: 1/8 inch. 2. Equipment and Panelboards: 1/4 inch. 8-12.22 CONDUIT AND FITTINGS A. Rigid Galvanized Steel Conduit (RGS): 1. Meet requirements of NEMA C80.1 and UL 6. 2. Material: Hot-dip galvanized, with chromated protective layer. B. PVC-Coated Rigid Galvanized Steel Conduit: 1. Meet requirements of NEMA RN 1. 2. Material: a. Meet requirements of NEMA C80.1 and UL 6. b. Exterior Finish : PVC coating, 40 mils nominal thickness, bond to metal shall have tensile strength greater than PVC. c. Interior finish: Urethane coating, 2 mils nominal thickness. 3. Threads: Hot-dipped galvanized and factory coated with urethane. 4. Bendable without damage to either interior or exterior coating. C. Flexible Coupling, Hazardous Locations: 1. Approved for use in the atmosphere involved. 2. Rating: Watertight and UL listed for use in Class I, Division 1 and Division 2 areas. 3. Outer bronze braid and an insulating liner. 4. Conductivity equal to a similar length of rigid metal conduit. 5. Manufacturers and Products: a. Crouse-Hinds; Type ECGJH or ECLK. b. Appleton; EXGJH or EXLK. 8-39 D. Fittings: 1. Provide bushings, grounding bushings, conduit hubs, conduit bodies, couplings, unions, conduit sealing fittings, drain seals, drain/breather fittings, expansion fittings, and cable sealing fittings, as applicable. 2. Rigid Galvanized Steel and Intermediate Metal Conduit: a. Meet requirements of UL 514B. b. Type: Threaded, galvanized. 3. PVC-Coated Rigid Galvanized Steel Conduit: a. Meet requirements of UL 514B. b. Fittings: Rigid galvanized steel type, PVC-coated by conduit manufacturer. c. Conduit Bodies: Cast metal hot-dipped galvanized or urethane finish. Cover shall be of same material as conduit body. PVC-coated by conduit manufacturer. d. Finish: 40-mil PVC exterior, 2-mil urethane interior. e. Overlapping pressure sealing sleeves. f. Conduit Hangers, Attachments, and Accessories: PVC-coated. g. Manufacturers: 1) Robroy Industries. 2) Ocal. h. Expansion Fitting Manufacturer and Product: Ocal; Ocal-Blue XJG. 4. Flexible Coupling, Hazardous Locations: a. Approved for use in the atmosphere involved. b. Rating: Watertight and UL listed for use in Class I, Division 1 and Division 2 areas. c. Outer bronze braid and an insulating liner. d. Conductivity equal to a similar length of rigid metal conduit. e. Manufacturers and Products: 1) Crouse-Hinds; Type ECGJH or ECLK. 2) Appleton; EXGJH or EXLK. 8-12.23 METAL WIREWAYS A. Meet requirements of UL 870. B. Type: Steel-enclosed, with removable, screw type cover. C. Rating: Indoor. D. Finish: Gray, baked enamel. E. Manufacturers: 1. Circle AW. 2. Hoffman. 8-40 8-12.24 CONDUIT ACCESSORIES A. Duct Bank Spacers: 1. Type: Nonmetallic, interlocking, for multiple conduit sizes. 2. Suitable for all types of conduit. 3. Manufacturers: a. Underground Device, Inc. b. Carlon. B. Identification Devices: 1. Raceway Tags: a. Material: Permanent, nylon. b. Shape: Round. c. Raceway Designation: Pressure stamped, embossed, or engraved. d. Tags relying on adhesives or taped-on markers not permitted. 2. Warning Tape: a. Material: Polyethylene, 4-mil gauge with detectable strip. b. Color: Red. c. Width: Minimum 6 inches. d. Designation: Warning on tape that electric circuit is located below tape. e. Identifying Letters: Minimum 1-inch high permanent black lettering imprinted continuously over entire length. C. Raceway Band: 1. Slip-on Type: a. Provide heat-shrinkable, black, medium-wall polyolefin tubing with factory-applied adhesive/sealant. Select product size based upon raceway outside diameter. b. Manufacturer and Product: 3M; Type IMCSN, medium wall cable sleeve. 2. Wrap-around Type: a. Provide 4-inch width, 20-mil thickness, nonprinted black PVC corrosion protection tape with primer. b. Manufacturer and Product: 3M; Type Scotchrap 51 with Scotchrap Pipe Primer. 8-12.25 CONDUCTORS AND CABLES A. Conductors 600 Volts and Below: 1. Conform to applicable requirements of NEMA WC 71, WC 72, and WC 74. 8-41 2. Conductor Type: a. 120-Volt Lighting, No. 10 AWG and Smaller: Solid copper. b. 120-Volt Receptacle Circuits, No. 10 AWG and Smaller: Solid copper. c. All Other Circuits: Stranded copper. 3. Insulation: Type THHW-2 4. Flexible Cords and Cables: a. Type SOW-A/50 with ethylene propylene rubber insulation in accordance with UL 62. b. Conform to physical and minimum thickness requirements of NEMA WC 70. B. 600-Volt Rated Cable: 1. General: a. Type TC, meeting requirements of UL 1277, including Vertical Tray Flame Test at 20,000 Btu per hour, and NFPA 70, Article 340, or UL 13 meeting requirements of NFPA 70, Article 725. b. Permanently and legibly marked with manufacturer's name, maximum working voltage for which cable was tested, type of cable, and UL listing mark. c. Suitable for installation in open air, in cable trays, or conduit. d. Minimum Temperature Rating: 90 degrees C dry locations, 75 degrees C wet locations. e. Overall Outer Jacket: PVC, flame-retardant, sunlight- and oil-resistant f. Insulation: Type THHW-2 2. Type TSP, No. 16 AWG, Twisted, Shielded Pair, Instrumentation Cable: Single pair, designed for noise rejection for process control, computer, or data log applications meeting NEMA WC 55 requirements. a. Outer Jacket: 45 mils nominal thickness. b. Individual Pair Shield: 1.35 mils, double-faced aluminum/synthetic polymer overlapped to provide 100 percent coverage. c. Dimension: 0.31-inch nominal outside diameter. d. Conductors: 1) Bare soft annealed copper, Class B, seven- strand concentric, meeting requirements of ASTM B8. 2) 20 AWG, seven-strand tinned copper drain wire. 3) Insulation: 15 mils nominal PVC. 4) Jacket: 4 mils nominal nylon. 5) Color Code: Pair conductors black and red. e. Manufacturers: Okonite Co. 8-42 C. Accessories: 1. Tape: a. General Purpose, Flame Retardant: 7 mils, vinyl plastic, Scotch Brand 33, rated for 90 degrees C minimum, meeting requirements of UL 510. b. Flame Retardant, Cold and Weather Resistant: 8.5 mils, vinyl plastic, Scotch Brand 88. c. Arc and Fireproofing: 1) 30 mils, elastomer. 2) Manufacturers and Products: a) 3M; Scotch Brand 77, with Scotch Brand 69 glass cloth tapebinder. b) Plymount; Plyarc 53, with Plyglas 77 glass cloth tapebinder. 2. Identification Devices: a. Sleeve-type, permanent, PVC, yellow or white, with legible machine-printed black markings. b. Manufacturer and Products: Raychem; Type D-SCE or ZH-SCE. 3. Connectors and Terminations: a. Nylon, Self-Insulated Crimp Connectors: 1) Manufacturers and Products: a) Thomas & Betts; Sta-Kon. b) Burndy; Insulug. c) ILSCO. 4. Self-Insulated, Freespring Wire Connector(Wire Nuts): a. Plated steel, square wire springs. b. UL Standard 486C. c. Manufacturers and Products: 1) Thomas & Betts. 2) Ideal; Twister. 5. Cable Lugs: a. In accordance with NEMA CC 1. b. Rated 600 volts of same material as conductor metal. c. Uninsulated Crimp Connectors and Terminators: 1) Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. 2) Manufacturers and Products: a) Thomas & Betts; Color-Keyed. b) Burndy; Hydent. c) ILSCO. d. Uninsulated, Bolted, Two-Way Connectors and Terminators: 1) Manufacturers and Products: a) Thomas & Betts; Locktite. b) Burndy; Quiklug. c) ILSCO. 6. Cable Ties: a. Nylon, adjustable, self-locking, and reusable. b. Manufacturer and Product: Thomas & Betts; TY-RAP. 8-43 7. Heat Shrinkable Insulation: a. Thermally stabilized, crosslinked polyolefin. b. Manufacturer and Product: Thomas & Betts; SHRINK-KON. 8-12.26 MOTORS See motor section 8-12.27 GROUNDING A. Ground Conductors: As specified in Article Conductors and Cable. B. Connectors: 1. Compression Type: a. Compress-deforming type; wrought copper extrusion material. b. Single indentation for conductors 6 AWG and smaller. c. Single barrels prefilled with oxide-inhibiting and antiseizing compound. d. Manufacturers: 1) Burndy Corp. 2) Thomas and Betts Co. 3) ILSCO. 2. Mechanical Type: a. Split-bolt, saddle, or cone screw type; copper alloy material. b. Manufacturers: 1) Burndy Corp. 2) Thomas and Betts Co. 8-12.28 LOW VOLTAGE MOTOR CONTROL See low voltage motor control section 8-12.29 LOCAL CONTROL PANELS A. Enclosure: 1. NEMA 250, Type 1, or as shown. 2. Minimum Metal Thickness: 14 gauge. 3. Doors: Rubber gasketed with continuous hinge. 4. Finish: Gray. 5. Size panels to adequately dissipate heat generated by equipment mounted in or on panel. 6. Mount internal and door-mounted devices as shown. 7. Manufacturer: a. Hoffman. b. H. F. Cox. 8-44 B. Functions: As shown on schematic diagram(s). C. Wiring: 1. Power and Control Wiring: a. 600-volt class, insulated, stranded copper. b. Size: Minimum 14 AWG enclosed in either sheet metal raceway or plastic wiring duct. 2. Signal Circuit Wiring: Twisted shielded pairs minimum No. 16 AWG, separated at least 6 inches from power wiring. 3. Device Identification: Provide engraved plastic nameplates, adhesive attachment, white letters on black background. 8-12.30 EXECUTION A. Install materials and equipment in accordance with manufacturer's instructions and recommendations. B. Work shall comply with all applicable provisions of NECA 1. C. Install materials and equipment in hazardous areas in a manner acceptable to regulatory authority having jurisdiction for the class, division, and group of hazardous areas shown. D. Electrical Drawings show general locations of equipment, devices, and raceway, unless specifically dimensioned. 8-12.31 DEMOLITION A. General Demolition 1. For the removal of nonelectrical equipment, de-energize and disconnect nonelectrical equipment no longer to be used and restore existing surface. 2. For the removal of electrical equipment, de-energize, disconnect, and remove electrical equipment no longer to be used and restore existing surface. 3. Remove affected circuits and raceways back to serving new panelboards ,control panels or, other equipments. Where affected circuits are consolidated with others, remove raceways back to first shared condulet or box. Where raceways are to be abandoned, remove raceway and restore existing surface. 4. At no time during the installation or removal of the equipment, the Lift Station will be left without functional capability for more than 5 minutes due to electrical cause. 8-12.32 PROTECTION FOLLOWING INSTALLATION A. Protect materials and equipment from corrosion, physical damage, and effects of moisture on insulation. 8-45 B. Cap conduit runs during construction with manufactured seals. C. Close openings in boxes or equipment during construction. D. Energize space heaters furnished with equipment. 8-12.33 OUTLET AND DEVICE BOXES A. Install suitable for conditions encountered at each outlet or device in wiring or raceway system, sized to meet NFPA 70 requirements. B. Size: 1. Depth: Minimum 2 inches, unless otherwise required by structural conditions. Box extensions not permitted. 2. Ceiling Outlet: Minimum 4-inch octagonal sheet steel device box, unless otherwise required for installed fixture. 3. Switch and Receptacle: Minimum 2-inch by 4-inch sheet steel device box. C. Locations: 1. Drawing locations are approximate. 2. To avoid interference with mechanical equipment or structural features, relocate outlets as directed by Engineer. 3. Light Switch: Install on lock side of doors. D. Mounting Height: 1. General: a. Dimensions given to centerline of box. b. Where specified heights do not suit building construction or finish, mount as directed by Engineer or Owner. 2. Switches: 48 inches above floor. 3. Thermostat: 54 inches above floor. 4. Wall Mounted Telephone Outlet: 52 inches above floor. 5. Receptacles: 48 inches above floor. E. Install plumb and level. F. Support boxes independently of conduit by attachment to building structure or structural member. G. Box Type (Steel Raceway System): 1. Outdoor Locations: Cast metal. 2. Indoor Dry Locations: a. Exposed Rigid Conduit or IMC: Cast metal. b. Exposed EMT: Sheet steel. c. Concealed Raceways: Sheet steel. d. Class I, II, or III Hazardous Areas: Cast metal. 8-46 3. Indoor Wet Locations: a. Exposed Raceways: Cast metal. b. Class I, II, or III Hazardous Areas: Cast metal. 4. Cast-in-Place Concrete Slabs: Sheet steel. H. Box Type, Corrosive Locations (PVC-Coated rigid Galvanized Steel Raceway System): PVC-coated cast metal with matching cover. 8-12.34 JUNCTION AND PULL BOXES A. Install where shown and where necessary to terminate, tap-off, or redirect multiple conduit runs. B. Install pull boxes where necessary in raceway system to facilitate conductor installation. C. Install in conduit runs at least every 150 feet or after the equivalent of three right-angle bends. D. Use outlet boxes as junction and pull boxes wherever possible and allowed by applicable codes. E. Use conduit bodies as junction and pull boxes where no splices are required and their use is allowed by applicable codes. F. Installed boxes shall be accessible. G. Install plumb and level. H. Support boxes independently of conduit by attachment to building structure or structural member. I. At or Belowgrade: 1. Install boxes for belowgrade conduit flush with finished grade in locations outside of paved areas, roadways, or walkways. 2. If adjacent structure is available, box may be mounted on structure surface just above finished grade in accessible but unobtrusive location. 3. Obtain Engineer's or Owner's written acceptance prior to installation in paved areas, roadways, or walkways 4. Use boxes and covers suitable to support anticipated weights. J. Flush Mounted: 1. Install with concealed conduit. 2. Holes in surrounding surface shall be no larger than required to receive box. 3. Make edges of boxes flush with final surface. 8-47 K. Mounting Hardware: 1. Noncorrosive Indoor Dry Areas: Galvanized. 2. Outdoor or Noncorrosive Indoor Wet Areas: Stainless steel. 3. Corrosive Areas: Stainless steel. L. Location/Type: 1. Indoor, Dry: NEMA 250, Type 1. 2. Indoor and Outdoor, Wet: NEMA 250, Type 4. 3. Indoor and Outdoor, Wet and Corrosive: NEMA 250, Type 4X, stainless steel. 4. Indoor and Outdoor, Wet, Dust, or Oil: NEMA 250, Type 13. 5. Indoor and Outdoor, Hazardous: NEMA 250 Type 7 6. Underground Conduit: Concrete. 7. Corrosive: NEMA 250, Type 4X, stainless steel. 8. Outdoor, Where Indicated Weatherproof(WP): NEMA 250, Type 3R. 9. Industrial Use in Areas Not Otherwise Classified: NEMA 250, Type 12, unless otherwise shown. 8-12.35 PRECAST HANDHOLES A. Excavate, shore, brace, backfill, and final grade in accordance with Section 31 23 16, Excavation, and Section 31 23 23.15, Trench Backfill. B. Do not install until final raceway grading has been determined. C. Install such that raceways enter at nearly right angles and as near as possible to one end of wall, unless otherwise shown. 8-12.36 WIRING DEVICES A. Switches: 1. Mounting Height: See Article Outlet and Device Boxes. 2. Install with switch operation in vertical position. 3. Install single-pole, two-way switches such that toggle is in up position when switch is on. B. Receptacles: 1. Install with grounding slot down. 2. Ground receptacles to boxes with grounding wire only. 3. Weatherproof Receptacles: a. Install in cast metal box. b. Install such that hinge for protective cover is above receptacle opening. 8-48 4. Ground Fault Interrupter: Install feed-through model at locations where ground fault protection is specified for "downstream" conventional receptacles. 5. Special-Purpose Receptacles: Install in accordance with manufacturer's instructions. C. Multioutlet Surface Raceway System: 1. Install in accordance with manufacturer's instructions. 8-12.37 DEVICE PLATES A. Securely fasten to wiring device; ensure a tight fit to box. B. Flush Mounted: Install with all four edges in continuous contact with finished wall surfaces without use of mats or similar materials. Plaster fillings will not be acceptable. C. Surface Mounted: Plate shall not extend beyond sides of box, unless plates have no sharp corners or edges. D. Install with alignment tolerance to box of 1/16 inch. E. Engrave with designated titles. F. Types (Unless Otherwise Shown): 1. Outdoor: Weatherproof. 2. Indoor: a. Flush Mounted Boxes: Metal. b. Surface Mounted, Metal Boxes: Cast. 8-12.38 PANELBOARDS AND MINI-POWER CENTERS A. Install securely, plumb, in-line and square with walls. B. Install top of cabinet 6 feet above floor, unless otherwise shown. C. Provide typewritten circuit directory for each panelboard. D. Cabinet Location/Type: 1. Indoor Dry: NEMA 250, Type 1. 2. Wet or Outdoor: NEMA 250, Type 3R, Outdoor. 3. Industrial Use in Areas Not Otherwise Classified: NEMA 250, Type 12, unless otherwise shown. 8-12.39 CIRCUIT BREAKERS AND SWITCHES A. Location and Enclosure Type: 1. Hazardous Gas: NEMA 250, Type 7. 2. Hazardous Dust: NEMA 250, Type 9. 8-49 3. Wet or Outdoor: NEMA 250, Type 4. 4. Corrosive: NEMA 250, Type 4X. 5. Wet and Corrosive: NEMA 250, Type 4X. 6. Indoor Dry, Industrial Use: NEMA 250, Type 12. 7. Indoor Dry, General Purpose: NEMA 250, Type 1. 8. Where Denoted WP: NEMA 250, Type 3R. 8-12.40 SWITCH, MOTOR RATED A. Install with switch operation in vertical position such that toggle is in up position when ON. B. Install within sight of motor when used as a disconnect switch. C. Mounting Height: See Article Outlet and Device Boxes. D. Enclosure Type: 1. General Purpose: See Articles Outlet and Device Boxes and Device Plates. 2. Explosion-proof: See product specification. 8-12.41 TERMINAL BLOCKS A. Install for termination of control circuits entering or leaving equipment and local control panels. 8-12.42 DRY TYPE POWER TRANSFORMERS (0-TO 600-VOLT PRIMARY) A. Load external vibration isolator such that no direct transformer unit metal is in direct contact with mounting surface. B. Provide moisture-proof flexible conduit for electrical connections. C. Connect voltage taps to achieve (approximately) rated output voltage under normal plant load conditions. D. Provide wall brackets where required. 8-12.43 SUPPORT AND FRAMING CHANNELS A. Install where required for mounting and supporting electrical equipment and raceway systems. B. Channel Type: 1. Interior, Wet or Dry Noncorrosive Locations: Carbon steel. 2. Interior, Wet or Dry Corrosive Locations: Type 316 stainless steel. 3. Outdoor, Noncorrosive Locations: Carbon steel. 4. Outdoor, Corrosive Locations: Type 316 stainless steel. C. Paint carbon steel channel cut ends prior to installation with zinc- rich primer. 8-50 8-12.44 NAMEPLATES A. Provide identifying nameplate on all equipment. 8-12.45 CONDUIT AND FITTINGS A. General: 1. Crushed or deformed raceways not permitted. 2. Maintain raceway entirely free of obstructions and moisture. 3. Immediately after installation, plug or cap raceway ends with watertight and dust-tight seals until time for pulling in conductors. 4. Sealing Fittings: Provide drain seal in vertical raceways where condensate may collect above sealing fitting. 5. Avoid moisture traps where possible. When unavoidable in exposed conduit runs, provide junction box and drain fitting at conduit low point. 6. Group raceways installed in same area. 7. Follow structural surface contours when installing exposed raceways. Avoid obstruction of passageways. 8. Run exposed raceways parallel or perpendicular to walls, structural members, or intersections of vertical planes. 9. Block Walls: Do not install raceways in same horizontal course with reinforcing steel. 10. Install watertight fittings in outdoor, underground, or wet locations. 11. Paint threads and cut ends, before assembly of fittings, galvanized conduit, PVC-coated galvanized conduit, or IMC installed in exposed or damp locations with zinc-rich paint or liquid galvanizing compound. 12. Metal conduit to be reamed, burrs removed, and cleaned before installation of conductors, wires, or cables. 13. Do not install raceways in concrete equipment pads, foundations, or beams. 14. Horizontal raceways installed under floor slabs shall lie completely under slab, with no part embedded within slab. 15. Install concealed, embedded, and buried raceways so that they emerge at right angles to surface and have no curved portion exposed. 16. Install conduits for fiber optic cables, telephone cables, and Category 5 data cables in strict conformance with the requirements of EIA/TIA 569. B. Installation in Cast-in-Place Structural Concrete: 1. Minimum cover 2 inches, including all fittings. 2. Conduit placement shall not require changes in reinforcing steel location or configuration. 3. Provide nonmetallic support during placement of concrete to ensure raceways remain in position. 8-51 4. Conduit larger than 1 inch shall not be embedded in concrete slabs, walls, foundations, columns or beams, unless approved by Engineer. 5. Slabs and Walls: a. Trade size of conduit not to exceed one-fourth of the slab or wall thickness. b. Install within middle two-fourths of slab or wall. c. Separate conduit less than 2-inch trade size by a minimum ten times conduit trade size, center-to- center, unless otherwise shown. d. Separate conduit 2 inches and greater trade size by a minimum eight times conduit trade size, center- to-center, unless otherwise shown. e. Cross conduit at an angle greater than 45 degrees, with minimum separation of 1 inch. f. Separate conduit by a minimum six times the outside dimension of expansion and deflection fittings at expansion joints. g. Conduit shall not be installed below the maximum water surface elevation in walls of water holding structures. 6. Columns and Beams: a. Trade size of conduit not to exceed one-fourth of beam thickness. b. Conduit cross-sectional area not to exceed 4 percent of beam or column cross section. C. Conduit Application: 1. Diameter: a. Interior Minimum: 3/4 inch. b. Exterior Minimum: 3/4 inch. 2. Outdoor, Exposed: a. PVC-coated rigid galvanized steel. 3. Indoor, Electrical room: a. Rigid galvanized steel. 4. Indoor, outside electrical room: a. PVC-coated rigid galvanized steel. 5. Corrosive Areas: a. PVC-coated rigid galvanized steel. 6. Classified Areas: a. PVC-coated rigid galvanized steel. D. Connections: 1. For motors-, wall-, or ceiling-mounted fans and unit heaters, dry type transformers, electrically operated valves, instrumentation, and other equipment where flexible connection is required to minimize vibration: a. General: Flexible metal, liquid-tight conduit. b. Hazardous Areas: Flexible coupling suitable for Class I, Division 1 and 2 areas. 8-52 c. Wet or Corrosive Areas: Flexible metal liquid-tight. d. Length: 18 inches minimum, 60 inches maximum, sufficient to allow movement or adjustment of equipment. 2. Lighting Fixtures in Dry Areas: Flexible metal, liquid-tight conduit. 3. Outdoor areas, process areas exposed to moisture, and areas required to be oiltight and dust-tight: Flexible metal, liquid-tight conduit. E. Penetrations: 1. Make at right angles, unless otherwise shown. 2. Notching or penetration of structural members, including footings and beams, not permitted. 3. Fire-Rated Walls, Floors, or Ceilings: Firestop openings around penetrations to maintain fire-resistance rating. 4. Concrete Walls, Floors, or Ceilings (Aboveground): Provide nonshrink grout dry-pack. 5. Entering Structures: a. General: Seal raceway at the first box or outlet with oakum or expandable plastic compound to prevent the entrance of gases or liquids from one area to another. b. Concrete Roof or Membrane Waterproofed Wall or Floor: Provide watertight seal. c. Heating, Ventilating, and Air Conditioning Equipment: 1) Penetrate equipment in area established by manufacturer. 2) Terminate conduit with flexible metal conduit at junction box or condulet attached to exterior surface of equipment prior to penetrating equipment. 3) Seal penetration with Type 5 sealant, as specified in Section 07 92 00, Joint Sealants. d. Corrosive-Sensitive Areas: 1) Seal all conduit passing through room walls. 2) Seal conduit entering equipment panelboards and field panels containing electronic equipment. 3) Seal penetration with Type 5 sealant, as specified in Section 07 92 00, Joint Sealants. e. Existing or Precast Wall (Underground): Core drill wall and install watertight entrance seal device. f. Nonwaterproofed Wall or Floor(Underground, without Concrete Encasement): 1) Provide Schedule 40 galvanized pipe sleeve or watertight entrance seal device. 2) Fill space between raceway and sleeve with expandable plastic compound or oakum and lead joint on each side. 8-53 g. Handholes: 1) Metallic Raceways: Provide insulated grounding bushings. 2) Nonmetallic Raceways: Provide bell ends flush with wall. F. Support: 1. Support from structural members only, at intervals not exceeding NFPA 70 requirements. Do not support from piping, pipe supports, or other raceways. 2. Application/Type of Conduit Strap: a. Steel Conduit: Zinc-coated steel, pregalvanized steel, or malleable iron. b. PVC-Coated Rigid Steel Conduit: PVC-coated metal. c. Nonmetallic Conduit: Nonmetallic or PVC-coated metal. 3. Provide and attach wall brackets, strap hangers, or ceiling trapeze as follows: a. Wood: Wood screws. b. Hollow Masonry Units: Toggle bolts. c. Concrete or Brick: Expansion shields, or threaded studs driven in by powder charge, with lock washers and nuts. d. Steelwork: Machine screws. e. Location/Type of Hardware: 1) Dry, Noncorrosive Areas: Galvanized. 2) Wet, Noncorrosive Areas: Stainless steel. 3) Corrosive Areas: Stainless steel. G. Bends: 1. Install concealed raceways with a minimum of bends in the shortest practical distance. 2. Make bends and offsets of longest practical radius. Bends in conduits and ducts being installed for fiber optic cables shall be not less than 20 times cable diameter, 15 inches minimum. 3. Install with symmetrical bends or cast metal fittings. 4. Avoid field-made bends and offsets, but where necessary, make with acceptable hickey or bending machine. Do not heat metal raceways to facilitate bending. 5. Make bends in parallel or banked runs from same center or centerline with same radius so that bends are parallel. 6. Factory elbows may be installed in parallel or banked raceways if there is change in plane of run and raceways are same size. 7. PVC Conduit: a. Bends 30 Degrees and Larger: Provide factory- made elbows. b. 90-Degree Bends: Provide rigid steel elbows, PVC coated where direct buried. 8-54 c. Use manufacturer's recommended method for forming smaller bends. 8. Flexible Conduit: Do not make bends that exceed allowable conductor bending radius of cable to be installed or that significantly restricts conduit flexibility. H. Expansion and Deflection Fittings: Provide on all raceways at structural expansion joints and in long tangential runs. PVC Conduit: 1. Solvent Welding: a. Provide manufacturer recommended solvent; apply to all joints. b. Install such that joint is watertight. 2. Adapters: a. PVC to Metallic Fittings: PVC terminal type. b. PVC to Rigid Metal Conduit or IMC: PVC female adapter. 3. Belled-End Conduit: Bevel the unbelled end of the joint prior to joining. J. PVC-Coated Rigid Steel Conduit: 1. Install in accordance with manufacturer's instructions. 2. All tools and equipment used in the cutting, bending, threading, and installation of PVC-coated rigid steel conduit shall be designed to limit damage to the PVC coating. 3. Provide PVC boot to cover all exposed threading. K. Termination at Enclosures: 1. Cast Metal Enclosure: Provide manufacturer's premolded insulating sleeve inside metallic conduit terminating in threaded hubs. 2. Nonmetallic, Cabinets, and Enclosures: Terminate conduit in threaded conduit hubs, maintaining enclosure integrity. 3. Sheet Metal Boxes, Cabinets, and Enclosures: a. Rigid Galvanized Conduit: 1) Provide one lock nut each on inside and outside of enclosure. 2) Install grounding bushing. 3) Provide bonding jumper from grounding bushing to equipment ground bus or ground pad; if neither ground bus nor pad exists, connect jumper to lag bolt attached to metal enclosure. 4) Install insulated bushing on ends of conduit where grounding is not required. 5) Provide insulated throat when conduit terminates in sheet metal boxes having threaded hubs. 8-55 6) Utilize sealing locknuts or threaded hubs on outside of enclosures. b. Electric Metallic Tubing: Provide gland compression, insulated connectors. c. Flexible Metal Conduit: Provide two-screw type, insulated, malleable iron connectors. d. PVC-Coated Rigid Galvanized Steel Conduit: Provide PVC-coated, liquid-tight, metallic connector. 4. Free-Standing Enclosures: a. Terminate metal conduit entering bottom with grounding bushing; provide a grounding jumper extending to equipment ground bus or grounding pad. b. Terminate PVC conduit entering bottom with bell end fittings. L Identification Devices: 1. Raceway Tags: a. Identify origin and destination. b. Install at each terminus, near midpoint, and at minimum intervals of every 50 feet of exposed raceway, whether in ceiling space or surface mounted. c. Provide corrosion-resistant wire for attachment. 2. Warning Tape: Install approximately 12 inches above underground or concrete-encased raceways. Align parallel to, and within 12 inches of, centerline of runs. M. Raceway Band: 1. Install wherever metallic conduit emerges from concrete slabs. Not required with PVC-coated RGS conduit. Center band at slab surface and install according to manufacturer's instructions. a. Slip-on Type: Clean conduit surface at installation location. Cut tubing to 4-inch minimum lengths and slip onto raceway prior to slab placement and termination of conduit. Heat-shrink onto conduit. b. Wrap-around Type: Use where slip-on access to conduit is not possible. Clean conduit surface at installation location. Apply primer. Apply wraps to provide two layers of tape. Neatly finish tape end to prevent unraveling. 8-12.46 METAL WIREWAYS A. Install in accordance with manufacturer's instructions. B. Locate with cover on accessible vertical face of wireway, unless otherwise shown. 8-56 8-12.47 CONDUCTORS AND CABLES A. Conductor storage, handling, and installation shall be in accordance with manufacturer's recommendations. B. Do not exceed manufacturer's recommendations for maximum pulling tensions and minimum bending radii. C. Conduit system shall be complete prior to drawing conductors. Lubricate prior to pulling into conduit. Lubrication type shall be as approved by conductor manufacturer. D. Terminate all conductors and cables, unless otherwise shown. E. Do not splice conductors, unless specifically indicated or approved by Engineer. F. Bundling: Where single conductors and cables in manholes, handholes, vaults, cable trays, and other indicated locations are not wrapped together by some other means, bundle conductors from each conduit throughout their exposed length with cable ties placed at intervals not exceeding 12 inches. G. Wiring within Equipment and Local Control Panels: Remove surplus wire, dress, bundle, and secure. H. Power Conductor Color Coding: 1. No. 6 AWG and Larger: Apply general purpose, flame retardant tape at each end, and at accessible locations wrapped at least six full overlapping turns, covering an area 1-1/2 to 2 inches wide. 2. No. 8 AWG and Smaller: Provide colored conductors. 3. Colors: a. Neutral Wire: White. b. Live Wires, 120/240-Volt, Single-Phase System: Black, red. c. Live Wires, 120/208-Volt, Three-Phase System: Black, red, or blue. d. Live Wires, 277/480-Volt, Three-Phase System: Brown, orange, or yellow. e. Ground Wire: Green. I. Circuit Identification: 1. Circuits Appearing in Circuit Schedules: Identify power, instrumentation, and control conductor circuits, using circuit schedule designations, at each termination and in accessible locations such as manholes, handholes, panels, switchboards, motor control centers, pull boxes, and terminal boxes. 8-57 2. Circuits Not Appearing in Circuit Schedules: Assign circuit name based on device or equipment at load end of circuit. Where this would result in same name being assigned to more than one circuit, add number or letter to each otherwise identical circuit name to make it unique. 3. Method: Identify with sleeves. Taped-on markers or tags relying on adhesives not permitted. J. Connections and Terminations: 1. Install wire nuts only on solid conductors. 2. Install nylon self-insulated crimp connectors and terminators for instrumentation and control circuit conductors. 3. Tape insulate all uninsulated connections. 4. Install crimp connectors and compression lugs with tools approved by connector manufacturer. 8-12.48 GROUNDING A. Grounding shall be in compliance with NFPA 70 and as shown. B. Ground electrical service neutral at service entrance equipment to supplementary grounding electrodes. C. Ground each separately derived system neutral to nearest effectively grounded building structural steel member or separate grounding electrode. D. Bond together system neutrals, service equipment enclosures, exposed noncurrent-carrying metal parts of electrical equipment, metal raceways, ground conductor in raceways and cables, receptacle ground connections, and metal piping systems. E. Shielded Instrumentation Cables: 1. Ground shield to ground bus at power supply for analog signal. 2. Expose shield minimum 1 inch at termination to field instrument and apply heat shrink tube. 3. Do not ground instrumentation cable shield at more than one point. F. Equipment Grounding Conductors: Provide in all conduits containing power conductors and control circuits above 50 volts. G. Ground Rods: Install full length with conductor connection at upper end. Install one ground rod in each handhole. 8-12.49 LOW VOLTAGE MOTOR CONTROL A. Install equipment in accordance with NEMA ICS 2.3 and manufacturer's instructions and recommendations. 8-58 B. Field adjust trip settings of motor starter magnetic-trip-only circuit breakers. Adjust to approximately 11-times motor rated current. C. Select and install overload relay heaters or adjust electronic overload protection after the actual nameplate full-load current rating of motor has been determined. 8-12.50 FIELD QUALITY CONTROL A. Tests shall be performed in accordance with the requirements of Section 01 91 14, Equipment Testing and Facility Startup. B. General: 1. Test equipment shall have an operating accuracy equal to, or greater than, requirements established by NETA ATS. 2. Test instrument calibration shall be in accordance with NETA ATS. 3. Perform inspection and electrical tests after equipment has been installed. 4. Perform tests with apparatus de-energized whenever feasible. 5. Inspection and electrical tests on energized equipment are to be: a. Scheduled with Engineer or Owner prior to de- energization. b. Minimized to avoid extended period of interruption to the operating plant equipment. C. Tests and inspection shall establish that: 1. Electrical equipment is operational within industry and manufacturer's tolerances. 2. Installation operates properly. 3. Equipment is suitable for energization. 4. Installation conforms to requirements of Contract Documents and NFPA 70. D. Perform inspection and testing in accordance with NETA ATS, industry standards, and manufacturer's recommendations. E. Adjust mechanisms and moving parts for free mechanical movement. F. Adjust adjustable relays and sensors to correspond to operating conditions, or as recommended by manufacturer. G. Verify nameplate data for conformance to Contract Documents. H. Realign equipment not properly aligned and correct unlevelness. I. Properly anchor electrical equipment found to be inadequately anchored. 8-59 J. Tighten accessible bolted connections, including wiring connections, with calibrated torque wrench to manufacturer's recommendations, or as otherwise specified. K. Clean contaminated surfaces with cleaning solvents as recommended by manufacturer. L. Provide proper lubrication of applicable moving parts. M. Investigate and repair or replace: 1. Electrical items that fail tests. 2. Active components not operating in accordance with manufacturer's instructions. 3. Damaged electrical equipment. N. Electrical Enclosures: 1. Remove foreign material and moisture from enclosure interior. 2. Vacuum and wipe clean enclosure interior. 3. Remove corrosion found on metal surfaces. 4. Repair or replace, as determined by Engineer, door and panel sections having damaged surfaces. 5. Replace missing or damaged hardware. O. Provide certified test report(s) documenting the successful completion of specified testing. Include field test measurement data. P. Test the following equipment and materials: 1. Conductors: Insulation resistance, No. 4 and larger only. 2. Panelboards, switches, and circuit breakers. 3. Motor controls. 4. Grounding electrodes. 5. Motors. Q. Controls: 1. Test control and signal wiring for proper termination and function. 2. Test local control panels and other control devices for proper terminations, configuration and settings, and functions. 3. Demonstrate control, monitoring, and indication functions in presence of Owner and Engineer. R. Balance electrical load between phases on panelboards and mini- power centers after installation. 8-60 S. Voltage Testing: 1. When installation is complete and facility is in operation, check voltage at point of termination of electric utility supply system to Project. 2. Check voltage amplitude and balance between phases for loaded and unloaded conditions. 3. If unbalance exceeds 1 percent, or if voltage varies throughout the day and from loaded to unloaded conditions more than plus or minus 4 percent of nominal, make written request to electric utility to correct condition. 4. If corrections are not made, obtain written statement from a responsible electric utility official that voltage variations and/or unbalance are within their normal standards. T. Equipment Line Current: 1. Check line current in each phase for each piece of equipment. 2. If electric utility makes adjustments to supply voltage magnitude or balance, make line current check after adjustments are made. 8-13 LOW VOLTAGE MOTOR CONTROL 8-13.01 REFERENCES A. The following is a list of standards which shall be followed for this section: 1. American National Standard Institute (ANSI): C2, National Electrical Safety Code (NESC). 2. National Electrical Contractors Association (NECA): 402, Recommended Practice for Installing Motor Control Centers (ANSI). 3. National Electrical Manufacturers Association (NEMA): a. AB1, Molded Case Circuit Breakers, Molded Case Switches, and Circuit Breaker Enclosures. b. ICS 1, Industrial Control and Systems: General Requirements. c. ICS 2, Industrial Control and Systems: Controllers, Contactors, and Overload Relays Rated 600 Volts. d. ICS 2.3, Industrial Control and Systems: Instructions for Handling, Installation, Operation, and Maintenance of Motor Control Centers. e. ICS 18, Motor Control Centers. f. KS 1, Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts Maximum). g. 250, Enclosures for Electrical Equipment (1,000 volts maximum). 4. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) 8-61 5. Underwriters Laboratories, Inc. (UL): a. 0098, Enclosed and Dead-Front Switches. b. 489, Molded Case Circuit Breakers and Circuit Breaker Enclosures. c. 845, Motor Control Centers. 8-13.02 DEFINITIONS A. CT: Current Transformer. B. LCD: Liquid Crystal Display. C. N.C.: Normally Closed. D. N.O.: Normally Open. E. THD: Total Harmonic Distortion. F. VT: Voltage Transformer. 8-13.02 SUBMITTALS A. Action Submittals: 1. Itemized bill of material. 2. Descriptive information. 3. Dimensional drawings. 4. Front Panel Elevations. 5. Conduit entrance locations. 6. Bus data. 7. Protective Devices: Copies of time-current characteristics. 8. Anchoring instructions and details. 9. Typed tabulation: a. Motor name; tag (equipment) numbers as shown on Drawings. b. Motor horsepower. c. Nameplate full load current. d. Measured load current and voltage. e. Heater model number and relay setting. f. Protective device trip settings. g. Manufacturer's solid state starter switch or dip switch or program settings. h. Attach above typed, tabulated data to a copy of starter manufacturer's overload heater or setting selection tables for starters provided. 11. Control diagrams. 12. One-line diagrams. 13. Schematic (elementary) diagrams. 14. Outline diagrams. B. Informational Submittals: 1. Manufacturer's installation instructions. 2. Factory test reports, certified 8-62 3. Operation and Maintenance 8-13.03 QUALITY ASSURANCE A. Provide products manufactured within scope of Underwriters Laboratories that conform to UL Standards and have applied UL Listing Mark. 8-13.04 DELIVERY, STORAGE, AND HANDLING A Shipping Splits: to facilitate ingress of equipment to final installation location within building. 8-13.05 PRODUCTS - MANUFACTURERS A. Materials, equipment, and accessories specified in this section shall be products of: 1. Eaton Electrical/Cutler-Hammer. 2. GE Industrial Systems. 3. Schneider Electric/Square D Services. 4. Allen-Bradley. 5. Siemens. 8-13.06 GENERAL A. Like Items of Equipment: End product of one manufacturer and same manufacturer as low voltage switchboard and panelboards for standardization. B. Make adjustments necessary to wiring, conduit, disconnect devices, motor starters, branch circuit protection, and other affected material or equipment to accommodate motors actually provided under this Contract. C. Controllers: NEMA ICS 1, NEMA ICS 2, Class A. D. Control Transformer: 1. Two winding, 120-volt secondary, primary voltage to suit. 2. Two current-limiting fuses for primary circuit. 3. One fuse in secondary circuit. 4. Mount within starter unit. E. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. F. Lifting lugs on all equipment and devices weighing over 100 pounds. G. Anchor Bolts: Galvanized, Type 316 stainless steel, sized seismically by a licensed structural engineer registered in the State where equipment is to reside, 1/2-inch minimum diameter. 8-63 H. Operating Conditions: 1. Ambient Temperature: Maximum 40 degrees C. 2. Altitude: 3000 feet above sea level. 3. Equipment to be fully rated. Enclosures: In accordance with NEMA 250. J. Equipment Finish: 1. Electrocoating process applied over rust-inhibiting phosphated base coating. 2. Exterior Color: Light gray. 8-13.07 SEPARATELY MOUNTED MOTOR CONTROL A. Combination Full-Voltage, Magnetic Starter: 1. Rating: Horsepower rated at 600 volts, UL labeled for 22,000 amperes at 480-volts short circuit capacity with overload protection. 2. Three-phase, nonreversing, full voltage. 3. Control: HAND/OFF/AUTO selector switch. RESET pushbutton. 4. Disconnect Type: Circuit breaker. 5. Enclosure: NEMA 250, Type 1. 6. Indicating Lights: Red—ON, Green—OFF, Amber— FAULT, White—READY.] 7. Padlockable operating handle, capable of up to three locks. B. Thermal Motor Overload Protection: 1. Inverse-time-limit characteristic. 2. Heater: Bimetallic overload, adjustable trip, or directly heated melting alloy, ratchet principle type element. 3. Relay Trip: Standard, Class 20. 4. Manual reset. 5. Provide in each ungrounded phase. 6. Mount within starter unit. 8-13.08 SOURCE QUALITY CONTROL A. Factory Testing: 1. Applicable Standards: NEMA ICS 18, UL 845, and NEC Article 430, Part H. 2. Perform standard factory inspection and tests in accordance with NEMA requirements to verify components have been designed to specification, assembled in accordance with applicable standards, and each unit functions in accordance with electrical diagrams. 8-64 3. Actual operation shall be performed wherever possible. Otherwise, inspect and perform continuity checks. 4. Verify component devices operated correctly in circuits as shown on diagrams or as called for in Specifications. 5. Control Circuits and Devices: a. Energize circuit at rated voltage. b. Operate control devices. c. Perform continuity check. 6. Instruments, Meters, Protective Relays, and Equipment: a. Verify devices functioned by energizing potential to rated values with connection to devices made at outgoing terminal blocks. b. Verify protective relays operated for functional checks and trips manually initiated to verify functioning of operation for indicator and associated circuits. 7. Perform dielectric tests on primary circuits and equipment, except potential transformers. Tests shall be made phase- to-phase and phase to around with 60-cycle test voltages applied for 1 second at 2,640 volts. 8. Verify equipment passed tests and inspection. 9. Provide standard factory inspection and test checklists and final certified and signed test report. 8-13.09 EXECUTION - INSTALLATION A. Install equipment in accordance with NEMA ICS 2.3, ANSI C2, Submittals, and manufacturer's written instructions and recommendations. B. Secure equipment to mounting pads with anchor bolts of sufficient size and number adequate for specified seismic conditions. C. Install equipment plumb and in longitudinal alignment with pad or wall. D. Coordinate terminal connections with installation of secondary feeders. E. Grout mounting channels into floor or mounting pads. F. Retighten current-carrying bolted connections and enclosure support framing and panels to manufacturer's recommendations. 8-13.10 CIRCUIT BREAKERS A. Field adjust trip settings of motor starter magnetic-trip-only circuit breakers. B. Adjust to approximately 11 times motor rated current. C. Determine motor rated current from motor nameplate following installation. 8-65 8-13.11 OVERLOAD RELAY A. Select and install overload relay heaters and switch settings after actual nameplate full-load current rating of motor has been determined. 8-13.12 MOTOR DATA A. Provide typed, self-adhesive label attached inside each motor starter enclosure door displaying the following information: 1. Motor served by tag number and equipment name. 2. Nameplate horsepower. 3. Motor code letter. 4. Full load amperes. 5. Service factor. 6. Installed overload relay heater catalog number. 8-13.13 MANUFACTURER'S SERVICES A. Furnish manufacturer's representative for the following services at jobsite or as designated by Owner, for minimum person-days listed below, travel time excluded: 1. 1 person-day for installation assistance, and inspection of installation and testing. 8-14 PACKAGE CONTROL SYSTEMS 8-14.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. Instrumentation, Systems, Automation Society (ISA): S50.1, Compatibility of Analog Signals for Electronic Process Instruments. 2. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1000 Volts Maximum). b. AB 1, Molded Case Circuit Breakers and Molded Case Switches. c. ICS 2, Industrial Control Devices, Controllers and Assemblies. 3. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 4. Underwriters Laboratories Inc. (UL): 508A, Standards for Safety, Industrial Control Panels. 8-66 8-14.02 SYSTEM DESCRIPTION A. Assemble panels and install instruments, plumbing and wiring in equipment manufacturer's factories. B. Test panels and panel assemblies for proper operation prior to shipment from equipment manufacturer's factory. 8-14.03 SUBMITTALS A. Action Submittals: 1. Bill of material, catalog information, descriptive literature, wiring diagrams, and Shop Drawings for components of control system. 2. Catalog information on electrical devices furnished with system. 3. Shop Drawings, catalog material, and dimensional layout drawings for control panels and enclosures. 4. Panel elementary diagrams of prewired panels. Include in diagrams control devices and auxiliary devices, for example, relays, alarms, fuses, lights, fans, and heaters. 5. Interconnection wiring diagrams that include numbered terminal designations showing external interfaces. B. Informational Submittals: 1. Programmable Controller Submittals: a. Complete set of user manuals. b. Fully documented ladder logic listings. c. Function listing for function blocks not fully documented by ladder logic listings. d. Cross-reference listing. 2. Manufacturer's list of proposed spares, expendables, and test equipment. 3. Manufacturer's Certificate of Proper Installation. 8-14.04 DELIVERY, STORAGE, AND HANDLING A. Prior to shipment, include corrosive-inhibitive vapor capsules in shipping containers and related equipment as recommended by capsule manufacturer. 8-14.05 EXTRA MATERIALS A. Spares, Expendables, and Test Equipment: 1. Selector Switch, Pushbutton, and Indicating Light: 20 percent, one minimum, of each type used. 2. Light Bulb: 100 percent, 2 minimum, of each type used. 3. Fuse: 100 percent, 5 minimum, of each type used. 4. Surge Suppressors: 20 percent, one minimum, of each type used. 8-67 8-14.06 PRODUCTS -GENERAL See Instrumentation and Control Component section. 8-14.07 SIGNAL CHARACTERISTICS A. Analog Signals: 1. 4 to 20 mA dc, in accordance with compatibility requirements of ISA S50.1. 2. Unless otherwise specified or shown, use Type 2, two-wire circuits. 3. Transmitters: Load resistance capability conforming to Class L. 4. Fully isolate input and output signals of transmitters and receivers. B. Pulse Frequency Signals: dc pulses whose repetition rate is linearly proportional to process variable over 10:1 range. Generate pulses by contact closures or solid-state switches. 1. Power source: Less than 30V dc. C. Discrete Signals: 1. Two-state logic signals. 2. Utilize 120V ac sources for control and alarm signals. 3. Alarm signals shall be normally open, close to alarm isolated contacts rated for 5-ampere at 120V ac and 2-ampere at 30V dc. 8-14.08 CORROSION PROTECTION A. Corrosion-Inhibiting Vapor Capsule Manufacturers: 1. Northern Instruments; Model Zerust VC. 2. Hoffmann Engineering; Model A-HCI. 8-14.09 CONTROL PANEL A. Panel Construction and Interior Wiring: In accordance with the National Electrical Code (NEC), UL 508, state and local codes, and applicable sections of NEMA, ANSI, and ICECA. B. Conform to NEMA ratings as specified in individual equipment sections. C. Minimum Metal Thickness: 14 gauge. D. NEMA 250, Type 1 Panels. 8-68 E. Doors: 1. Three-point latching mechanisms in accordance with NEMA 250 Type 1 and 12 panels with doors higher than 18 inches. 2. For other doors, stainless steel quick release clamps. F. Cutouts shall be cut, punched, or drilled and finished smoothly with rounded edges. G. Access: Front, suitable for installation with back and sides adjacent to or in contact with other surfaces, unless otherwise specified. H. Temperature Control: 1. Size panels to adequately dissipate heat generated by equipment mounted on or in the panel. 2. Furnish cooling fans with air filters if required to dissipate heat. 3. For panels outdoors or in unheated areas, furnish thermostatically controlled heaters to maintain temperature above 40 degrees F. I. Push-to-Test Circuitry: For each push-to-test indicating light, provide a fused push-to-test circuit. J. Lighting: Minimum of one hand switch controlled internal 100-watt incandescent light for panels 12 cubic feet and larger. K. Minimum of one 120-volt GFCI duplex receptacle for panels 12 cubic feet and larger. L. Finish: 1. Metallic External Surfaces (Excluding Aluminum and Stainless Steel): Manufacturer's standard gray unless otherwise specified. 2. Internal Surfaces: White enamel. M. Panel Manufacturers: 1. Hoffman. 2. H.F. Cox. N. Breather and Drains: Furnish with NEMA 250, Type 4 and 4X panels. 1. Manufacturer and Product: Cooper Crouse-Hinds; ECD Type 4X Drain and Breather; Drain Model ECD1-N4D, Breather Model ECD1-N4B. 8-69 8-14.10 CONTROL PANEL ELECTRICAL A. UL Listing Mark for Enclosures: Mark stating "Listed Enclosed Industrial Control Panel" per UL 508A. B. l&C and electrical components, terminals, wires, and enclosures UL recognized or UL listed. C. Control Panels without Motor Starters: 1. Furnish main circuit breaker and a circuit breaker on each individual branch circuit distributed from power panel. 2. Locate to provide clear view of and access to breakers when door is open. Group on single subpanel. Provide typed directory. 3. Circuit Breakers: a. Coordinate for fault in branch circuit trips, branch breaker, and not main breaker. b. Branch Circuit Breakers: 15 amps at 250V ac. c. Breaker Manufacturers and Products: 1) Heineman Electric Co.; Series AM. 2) Airpax/North American Philips Controls Corp.; Series 205. D. Control Panels with Three-Phase Power Supplies and Motor Starters: 1. Interlock main circuit breaker with panel door. a. Mount logic controls, branch circuit breakers, overload reset switches, and other control circuit devices. b. Mount operator controls and indications on front access door. 2. Circuit Breakers: a. In accordance with NEMA AB 1. b. 10,000-ampere RMS symmetrical rating, minimum at 240 volts, unless otherwise specified. c. Breakers, except Motor Branch Breakers: Molded case thermal magnetic. d. 10,000-ampere RMS symmetrical rating, minimum at 240 volts, unless otherwise specified in package system equipment specification sections. e. Tripping: Indicate with operator handle position. 3. Magnetic Motor Starters: a. Full voltage, NEMA ICS 2, Class A, Size 0 minimum. b. Include three-pole bimetallic or eutectic alloy thermal overload relays sized for each motor. c. Manual reset type with reset button mounted on panel door. 8-70 4. Motor Control: 120V ac (except intrinsically safe circuits where applicable). a. Power Control Transformer: 1) Sufficient capacity to serve connected load, including 200VA for duplex outlet plus 100VA (minimum). 2) Limit voltage variation to 15 percent during contact pickup. 3) Fuse one side of secondary winding and ground the other. 4) Furnish primary winding fuses in ungrounded conductors. 5. Power Monitoring Relay: a. Protect three-phase equipment from single phasing, phase imbalance, or phase reversal. b. Separate, isolated contact outputs to stop motors and activate alarm light during abnormal conditions. c. Transient Voltage Protection: 10,000 volts. d. Manufacturer and Product: Furnas; Class 47. 6. Power Distribution Blocks: Furnish to parallel feed tap on branch circuit protective devices. Do not"leap frog" power conductors. 7. Terminations for Power Conductors: Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. E. Wiring: 1. ac Circuits: a. Type: 600-volt, Type MTW stranded copper. b. Size: For current to be carried, but not less than 14 AWG. 2. Analog Signal Circuits: a. Type: 300-volt, Type 2 stranded copper, twisted shielded pairs. b. Size: 18 AWG, minimum. 3. Other dc Circuits. a. Type: 600-volt, Type MTW stranded copper. b. Size: 18 AWG, minimum. 4. Separate analog and other dc circuits at least 6 inches from any ac power and control wiring. 5. Enclose wiring in sheet metal raceways or plastic wiring ducts. 6. Wire Identification: Numbered and tagged at each termination. a. Wire Tags: Machine printed, heat shrink. b. Manufacturers: 1) Brady PermaSleeve. 2) Tyco Electronics. 8-71 F. Wiring Interface: 1. For analog and discrete signal, terminate at numbered terminal blocks. 2. For special signals, terminate power (240 volts or greater) at manufacturer's standard connectors. 3. For panel, terminate at equipment on/with which it is mounted. G. Terminal Blocks: 1. Quantity: a. For external connections. b. Wire spare or unused panel mounted elements to their panels' terminal blocks. c. Spare Terminals: 20 percent of connected terminals, but not less than 10. 2. General: Group to keep 120V ac circuits separate from 24V dc circuits. a. Connection Type: Screw connection clamp. b. Compression Clamp: 1) Hardened steel clamp with transversal grooves penetrating wire strands providing a vibration-proof connection. 2) Guides strands of wire into terminal. c. Screws: Hardened steel, captive, and self-locking. d. Current Bar: Copper or treated brass. e. Insulation: 1) Thermoplastic rated for minus 55 to plus 110 degrees C. 2) Two funnel shaped inputs to facilitate wire entry. f. Mounting: 1) Rail. 2) Terminal block can be extracted from an assembly without displacing adjacent blocks. 3) End Stops: One at each end of rail, minimum. g. Wire Preparation: Stripping only. h. Jumpers: Allow jumper installation without loss of space on terminal or rail. i. Marking System: 1) Terminal number shown on both sides of terminal block. 2) Allow use of preprinted and field marked tags. 3) Terminal strip numbers shown on end stops. 4) Mark terminal block and terminal strip numbers as shown. 8-72 3. Terminal Block, 120-Volt Power: a. Rated Voltage: 600V ac. b. Rated Current: 30 amp. c. Wire Size: 22 through 10 AWG. d. Rated Wire Size: 10 AWG. e. Color: Gray body. f. Spacing: 0.25 inch, maximum. g. Manufacturer and Product: Entrelec; Type M4/6. 4. Terminal Block, Ground: a. Wire Size: 22 through 12 AWG. b. Rated Wire Size: 12 AWG. c. Color: Green and yellow body. d. Spacing: 0.25 inch, maximum. e. Grounding: Ground terminal blocks electrically grounded to the mounting rail. f. Manufacturer and Product: Entrelec; Type M4/6.P. 5. Terminal Block, Blade Disconnect Switch: a. Use: Provide one for each discrete input and output field interface wire. b. Rated Voltage: 600V ac. c. Rated Current: 10 amp. d. Wire Size: 22 through 12 AWG. e. Rated Wire Size: 12 AWG. f. Color: Gray body, orange switch. g. Spacing: 0.25 inch, maximum. h. Manufacturer and Product: Entrelec; Type M4/6.SN. 6. Terminal Block, Fused, 24V dc: a. Rated Voltage: 600V dc. b. Rated Current: 6.3 amp. c. Wire Size: 22 through 12 AWG. d. Rated Wire Size: 12 AWG. e. Color: Gray body. f. Fuse: 5 by 20 GMA fuses. g. Fuse Marking: Fuse amperage rating shown on top of terminal block. h. Indication: LED diode 24V dc. i. Leakage Current: 5.2 mA, maximum. j. Spacing: 0.32 inch, maximum. k. Manufacturer and Product: Entrelec; Type M4/6.SFD. 7. Terminal Block, Fused, 120V ac: a. Rated Voltage: 600V ac. b. Rated Current: 6.3 amp. c. Wire Size: 22 through 12 AWG d. Rated Wire Size: 12 AWG. e. Color: Gray body. f. Fuse: 5 by 20 GMA fuses. g. Fuse Marking: Fuse amperage rating shown on top of terminal block. h. Indication: Neon lamp 110V ac. i. Leakage Current: 1.8 mA, maximum. j. Spacing: 0.32 inch, maximum k. Manufacturer and Product: Entrelec; Type M4/6.SFL. 8-73 H. Grounding: Internal copper grounding bus for ground connections on panels, consoles, racks, and cabinets. Relays: 1. General: a. Relay Mounting: Plug-in type socket. b. Relay Enclosure: Provide dust cover. c. Socket Type: Screw terminal interface with wiring. d. Socket Mounting: Rail. e. Furnish hoiddown clips. 2. Control Circuit Switching Relay, Nonlatching: a. Type: Compact general purpose plug-in. b. Contact Arrangement: 3 Form C contacts. c. Contact Rating: 10A at 28V dc or 240V ac. d. Contact Material: Silver cadmium oxide alloy. e. Coil Voltage: As noted or shown. f. Coil Power: 1.8 watts (dc), 2.7VA (ac). g. Expected Mechanical Life: 10,000,000 operations. h. Expected Electrical Life at Rated Load: 100,000 operations. i. Indication Type: Neon or LED indicator lamp. j. Push-to-test button. k. Manufacturer and Product: Potter and Brumfield; Series KUP. 3. Control Circuit Switching Relay, Latching: a. Type: Dual coil mechanical latching relay. b. Contact Arrangement: 2 Form C contacts. c. Contact Rating: 10A at 28V dc or 120V ac. d. Contact Material: Silver cadmium oxide alloy. e. Coil Voltage: As noted or shown. f. Coil Power: 2.7 watts (dc), 5.3VA (ac). g. Expected Mechanical Life: 500,000 operations. h. Expected Electrical Life at Rated Load: 50,000 operations. i. Manufacturer and Product: Potter and Brumfield; Series KB/KBP. 4. Control Circuit Switching Relay, Time Delay: a. Type: Adjustable time delay relay. b. Contact Arrangement: 2 Form C contacts. c. Contact Rating: 10A at 240V ac. d. Contact Material: Silver cadmium oxide alloy. e. Coil Voltage: As specified or shown. f. Operating Temperature: Minus 10 to 55 degrees C. g. Repeatability: Plus or minus 2 percent. h. Delay Time Range: Select range such that time delay setpoint fall between 20 to 80 percent or range. i. Time Delay Setpoint: As specified or shown. j. Mode of Operation: As specified or shown. k. Adjustment Type: Integral potentiometer with knob external to dust cover. 8-74 I. Manufacturer and Products: Potter and Brumfield. 1) Series CB for 0.1-second to 100-minute delay time ranges. 2) Series CK for 0.1-to 120-second delay time ranges. J. Intrinsic Safety Barriers: 1. Intrinsically Safe Relays: Monitor discrete signals that originate in hazardous area and are used in a safe area. a. Manufacturer and Product: MTL, Inc.; Series MTL 5000. 2. Intrinsically Safe Barriers: Interface analog signals as they pass from hazardous area to safe area. a. Manufacturer and Product: MTL, Inc.; Series MTL 5000. K. Front-of-Panel Devices in Conjunction with NEMA 250, Type 1 and 12 Panels: 1. Potentiometer Units: a. Three-terminal, oiltight construction, resolution of 1 percent and linearity of plus or minus 5 percent. b. Single-hole, panel mounting accommodating panel thicknesses between 1/8 and 1/4 inch. c. Include legend plates with service markings. d. Manufacturers and Products: 1) Allen-Bradley; Model 800T. 2) Eaton/Cutler-Hammer; Model 10250T. 2. Indicating Lights: a. Heavy-duty, push-to-test type, oiltight, industrial type with integral transformer for 120V ac applications. b. Screwed on prismatic glass lenses in colors noted and factory engraved legend plates for service legend. c. Manufacturers and Products: 1) Eaton/Cutler-Hammer; Type 10250T. 2) General Electric; CR2940U. 3. Pushbutton, Momentary: a. Heavy-duty, oiltight, industrial type with full guard and momentary contacts rated for 10 amperes continuous at 120V ac. b. Standard size legend plates with black field and white markings for service legend. c. Manufacturers and Products: 1) Square D; Class 9001, Type K. 2) Eaton/Cutler-Hammer; Type T. 3) General Electric; Type CR-2940. 4. Selector Switch: a. Heavy-duty, oiltight, industrial type with contacts rated for 120V ac service at 10 amperes continuous. 8-75 b. Standard size, black field, legend plates with white markings, for service legend. c. Operators: Black knob type. d. Single-hole mounting, accommodating panel thicknesses from 1/16 inch to 1/4 inch. e. Manufacturers and Products for Units with up to Four Selection Positions: 1) Eaton/Cutler-Hammer; Type T. 2) Square D; Type K. f. Manufacturers and Products for Units with up to 12 Selection Positions: 1) Rundel-Idec; Standard Cam Switch. 2) Electroswitch; 31. 8-14.11 NAMEPLATES, NAMETAGS, AND SERVICE LEGENDS A. Nametags: Permanently mounted bearing entire ISA tag number. 1. Panel Mounted: Plastic, mounted to instrument behind panel face. 2. Field Mounted: Engraved Type 316 stainless steel, 22-gauge minimum thickness, attached with stainless steel. B. Service Legends (Integrally Mounted with Instrument) and Nameplates: 1. Engraved, rigid, laminated plastic type with adhesive back. Furnish service legends and nameplates to adequately describe functions of panel face mounted instruments. 2. Color: White with black letters. 3. Letter Height: 3/16 inch. 4. For each panel, face mounted laminated nameplate inscribed with the panel name and tag number. Color shall be white with black letters 1/2 inch high. 8-76 C. Standard Light Colors and Inscriptions: Unless otherwise specified in individual equipment specifications, use the following color code and inscriptions: Tag Inscription(s) Color ON ON Red OFF OFF Green OPEN OPEN Red CLOSED CLOSED Green LOW LOW Amber FAIL FAIL Amber HIGH HIGH Amber AUTO AUTO White MANUAL MANUAL Yellow LOCAL LOCAL White REMOTE REMOTE Yellow FORWARD FORWARD Red REVERSE REVERSE Blue 1. Lettering: Black on white and amber lenses; white on red and green lenses. 2. Standard Pushbutton Colors and Inscriptions: a. Use following unless otherwise noted. Tag Function Inscription(s) Color 00 ON Black OFF Black OC OPEN Black CLOSE Black OCA OPEN Black CLOSE Black AUTO Black OOA ON Black OFF Black AUTO Black MA MANUAL Black AUTO Black SS START Black STOP Black RESET RESET Black EMERGENCY STOP EMERGENCY STOP Red b. Lettering Color: 1) Black on white and yellow buttons. 2) White on black, red, and green buttons. 8-77 8-14.12 ELECTRICAL SURGE AND TRANSIENT PROTECTION A. General: Equip control panels with surge-arresting devices to protect equipment from damage due to electrical transients induced in interconnecting lines from lightning discharges and nearby electrical devices. B. Suppressor Locations: 1. At point of connection between each equipment item, including ac powered transmitters and its power supply conductors (direct wired equipment). 2. On analog pairs at each end when the pair travels outside of building. 3. In other locations where equipment sensitivity to surges and transients requires additional protection beyond that inherent to design of equipment. C. Power Supply Suppressor Assemblies: 1. Suitable for connection to 120-volt, single-phase power supplies EDCO "HSP SERIES." 2. Suitable for connection to 480-volt, three-phase power supplies; Square D J9200-9A. D. Analog Signal Cable Suppressor Assemblies: 1. Epoxy encapsulated within a phenolic enclosure. 2. Flame retardant. 3. Four lead devices; include a threaded mounting/grounding stud. 4. Manufacturers and Products: a. EDCO; SRA-64 Series. b. Joslyn; Series 1800 and 1669. E. Grounding: Coordinate surge suppressor grounding in field panels and field instrumentation and suppressor manufacturer's requirements. Furnish control panels with an integral copper grounding bus for connection of suppressors and other required instrumentation. 8-14.13 EXECUTION - ELECTRICAL POWER AND SIGNAL WIRING A. Restrain control and signal wiring in control panels by plastic ties or ducts. Secure hinge wiring at each end so bending or twisting will occur around the longitudinal axis of wire. Protect bend area with a sleeve. B. Arrange wiring neatly, cut to proper length, and remove surplus wire. Install abrasion protection for wire bundles passing through holes or across edges of sheet metal. 8-78 C. Use manufacturer's recommended tool with sized anvil for crimp terminations. No more than one wire may be terminated in a single crimp lug. No more than two lugs may be installed on a single screw terminal. D. Do not splice or tap wiring except at device terminals or terminal blocks. 8-14.14 PROTECTION A. Protect enclosures and other equipment containing electrical, instrumentation and control devices, including spare parts, from corrosion through the use of corrosion-inhibiting vapor capsules. B. During Work, periodically replace capsules in accordance with capsule manufacturer's recommendations. Replace capsules at Substantial Completion. 8-15 INSTRUMENTATION &CONTROL COMPONENTS, 8-15.01 COMPONENT SPECIFICATIONS A. Level Element and Controller/transmitter, Ultrasonic: 1. Level Transducer: a. Function: Continuous, noncontacting level measurement. b. Type: Ultrasonic. c. Parts: Element, controller/transmitter, and interconnecting cable between element and controller/transmitter. 2. Service: a. Vapor Space Pressure: Atmospheric, unless otherwise noted. b. Operating Temperature Range: 1) Element: Minus 40 to plus 150 degrees F. 2) Controller/transmitter: Minus 5 to 122 degrees F. 3. Performance: a. Range: 50 feet minimum. b. Zero Reference: As noted. c. Accuracy: Plus or minus 0.25 percent of maximum range or 6 mm, whichever is greater. d. Resolution: 2 mm or 0.1 percent of range, whichever is greater. e. Blanking Distance: As short as 1 foot. 4. Element: a. Waterproof/weatherproof. b. Housing: Kynar, PVC, or Valox 357, unless otherwise noted. c. Face: Kynar, Teflon, Valox 357, unless otherwise noted. 8-79 d. Process Connection: 1-inch NPT, unless otherwise noted. e. Electrically Hazardous Rating: Unrated, unless otherwise noted. f. Beam Angle: 12 degrees or less. g. Integral temperature compensation. h. Sound Wave Frequency: 44 kHz, typical. Suitable for Class I, Division 1, group C & D location in accordance with NEC 500 & NFPA 820. 5. Controller/transmitter: a. Primary Configuration: Microprocessor based with keyboard operator interface. b. Secondary Configuration: Windows Based Configuration Software. c. Enclosure: Wall mounted type, NEMA 4X polycarbonate, unless otherwise noted. d. Power Supply: 115-volt, 50/60-Hz, unless otherwise noted. e. Isolated Analog Output: 1) One, minimum, Milliamp current loop for load impedance of 0 to 750 ohms. 2) Milliamp current loop programmable as 4- 20, 0-20, 20-4, or 20-0 mA. f. Digital Communication: As noted. g. Discrete Outputs: Minimum, five relays (combination of SPST and SPDT) rated for 5 amps continuous at 120V ac. h. Discrete Inputs: Minimum 8 discrete 24 Vdc inputs i. Additional Cards: to be added, 1) Expansion Memory card 2) I/O card: input card, 8 discrete inputs, 2 mA inputs, and 2 mA outputs. j. Display: 1) Multifield LCD. 2) High contrast 40 mm (1.5 inches). 3) In standard engineering units (feet, inches, or centimeters); volumetric conversion. 4) Alarm Messages: Loss of echo and cable circuit open or shorted. k. Filters, Electronic: 1) For agitator blade echoes. 2) To remove small variations from surface waves. 3) Narrow echo and spike filters to remove spurious readings from noise sources such as variable frequency drives. I. Various pump control features. 6. Interconnecting Cable: Weatherproof, UV protected, length as required, and type as recommended by manufacturer. 7. Manufacturers and Products: a. Milltronics; Model HydroRanger/Sitrans LUC500/sensor XPS-15F b. Or, equivalent. 8-80 8-15.02 EXECUTION A. General 1. Field verify installation details requiring additional accessories and specific length of cable to be ordered with sensor. The controller/transmitter shall be installed in the process control enclosure, with Rosemont transmitter 8712 and dialer system(provided by owner, and currently used in the existing system, field verify dimensions). 2. Arrange wiring neatly, cut to proper length, and remove surplus wire. Install abrasion protection for wire bundles passing through holes or across edges of sheet metal. 3. Use manufacturer's recommended tool with sized anvil for crimp terminations. No more than one wire may be terminated in a single crimp lug. No more than two lugs may be installed on a single screw terminal. 4. Do not splice or tap wiring except at device terminals or terminal blocks. 5. Install and secure equipment in accordance with manufacturer's written instructions and recommendations. 6. Provide standard factory inspection and test checklists and final certified and signed test report. 8-15.03 MANUFACTURER'S SERVICES 1. Furnish manufacturer's representative for the following services at jobsite or as designated by Owner, for minimum person-days listed below, travel time excluded: a. 1 person-day for installation assistance, including programming of parameter settings, and inspection of installation and testing. 8-16 LOW VOLTAGE AC INDUCTION MOTOR 8-16.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American Bearing Manufacturers Association (ABMA): a. 9, Load Ratings and Fatigue Life for Ball Bearings. b. 11, Load Ratings and Fatigue Life for Roller Bearings. 2. Institute of Electrical and Electronics Engineers, Inc. (IEEE): a. 85, Test Procedure for Airborne Sound Measurements on Rotating Electric Machinery. b. 112, Standard Test Procedures for Polyphase Induction Motors and Generators. c. 114, Standard Test Procedures for Single-Phase Induction Motors. 8-81 d. 620, Guide for the Presentation of Thermal Limit Curves for Squirrel Cage Induction Motors. e. 841, Standard for Petroleum and Chemical Industry —Severe Duty Totally Enclosed Fan-Cooled (TEFC) Squirrel Cage Induction Motors—up to and Including 500 hp. 3. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1,000 Volts Maximum) b. C50.41, Polyphase Induction Motors for Power Generating Stations. c. MG 1, Motors and Generators. d. MG 13, Frame Assignments for Alternating Current Integral Horsepower Induction Motors. 4. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) 5. Underwriters Laboratories (UL): a. 1, Flexible Metal Conduit b. 674, Standard for Safety Electric Motors and Generators for use in Division 1 Hazardous (Classified) Locations. c. 2111, Overheating Protection for Motors. 8-16.02 DEFINITIONS A. CISD-TEFC: Chemical industry, severe-duty enclosure. B. DIP: Dust-ignition-proof enclosure. C. EXP: Explosion-proof enclosure. D. ODP: Open drip-proof enclosure. E. TEFC: Totally enclosed, fan cooled enclosure. F. TENV: Totally enclosed, nonventilated enclosure. G. WPI: Open weather protected enclosure, Type I. H. WPII: Open weather protected enclosure, Type II. I. Motor Nameplate Horsepower: That rating after any derating required to allow for extra heating caused by the harmonic content in the voltage applied to the motor by its controller. 8-16.03 SUBMITTALS A. Action Submittals: 1. Descriptive information. 2. Nameplate data in accordance with NEMA MG 1. 8-82 3. Additional Rating Information: a. Service factor b. Locked rotor current c. No load current d. Guaranteed minimum full load efficiency and power factor. 4. Enclosure type and mounting (e.g., horizontal, vertical). 5. Dimensions and total weight. 6. Conduit box dimensions and usable volume as defined in NEMA MG 1 and NFPA 70. 7. Bearing type. 8. Bearing lubrication. 9. Bearing life. 10. Description, ratings, and wiring diagram of motor thermal protection. 11. Motor sound power level in accordance with NEMA MG 1. 12. Maximum brake horsepower required by the equipment driven by the motor. B. Informational Submittals: 1. Factory test reports 2. Operation and Maintenance Data 8-16.04 MANUFACTURERS A. General Electric. B. Reliance Electric. C. MagneTek. D. Siemens Energy and Automation, Inc., Motors and Drives Division. E. Baldor. F. U.S. Electrical Motors. G. TECO-Westinghouse Motor Co. H. Toshiba International Corp., Industrial Division. I. WEG Electric Motors Corp. 8-16.05 GENERAL A. For multiple units of the same type of equipment, furnish identical motors and accessories of a single manufacturer. B. In order to obtain single source responsibility, utilize a single supplier to provide a drive motor, its driven equipment, and specified motor accessories. 8-83 C. Meet requirements of NEMA MG 1. D. Frame assignments in accordance with NEMA MG 13. E. Provide motors for hazardous (classified) locations that conform to UL 674 and have an applied UL listing mark. F. Motors shall be specifically designed for the use and conditions intended, with a NEMA design letter classification to fit the application. G. Lifting lugs on all motors weighing 100 pounds or more. H. Operating Conditions: 1. Maximum ambient temperature not greater than 40 degrees C. 2. Motors shall be suitable for operating conditions without any reduction being required in the nameplate rated horsepower or exceeding the rated temperature rise. 3. Overspeed in either direction in accordance with NEMA MG 1. 8-16.06 HORSEPOWER RATING A. As designated in motor-driven equipment specifications. B. Constant Speed Applications: Brake horsepower of the driven equipment at any operating condition not to exceed motor nameplate horsepower rating, excluding any service factor. 8-16.07 SERVICE FACTOR A. Motors: 1.15 minimum rated ambient temperature, unless otherwise noted. 8-16.08 VOLTAGE AND FREQUENCY RATING A. System Frequency: 60 Hz. B. Voltage Rating: Unless otherwise indicated in motor-driven equipment specifications: Size Voltage Phases 1/2 hp and smaller 115 1 3/4 hp through 400 hp 240 3 C. Suitable for full voltage starting. D. Suitable for accelerating the connected load with supply voltage at motor starter supply terminals dipping to 90 percent of motor rated voltage. 8-84 8-16.09 EFFICIENCY AND POWER FACTOR A. For all motors except single-phase, under 1 hp, multispeed, short- time rated and submersible motors, or motors driving gates, valves, elevators, cranes, trolleys, and hoists: 1. Efficiency: a. Tested in accordance with NEMA MG 1, Paragraph 12.59. b. Guaranteed minimum at full load of 80%. 2. Power Factor: Guaranteed minimum at full load as per manufacturer standards. 8-16.10 LOCKED ROTOR RATINGS A. Locked rotor kVA Code F or lower, if motor horsepower not covered by NEMA MG 1 tables. B. Safe stall time 12 seconds or greater. 8-16.11 INSULATION SYSTEMS A. Single-Phase, Fractional Horsepower Motors: Manufacturer's standard winding insulation system. B. Three-Phase and Integral Horsepower Motors: Unless otherwise indicated in motor-driven equipment specifications, EXP Class B with Class B rise. 8-16.12 ENCLOSURES A. Enclosures to conform to NEMA MG 1. B. Explosion-Proof(EXP): 1. TEFC listed to meet UL 674 and NFPA 70 requirements for Class I, Division 1, Group C and D hazardous locations. 2. Drain holes with drain and breather fittings. 3. Integral thermostat opening on excessive motor temperature in accordance with UL 2111 and NFPA 70. 4. Terminate thermostat leads in terminal box separate from main terminal. 8-16.13 TERMINAL (CONDUIT) BOXES A. Oversize main terminal boxes for all motors. B. Diagonally split, rotatable to each of four 90-degree positions. Threaded hubs for conduit attachment. C. Furnish gaskets between box halves and between box and motor frame. D. Terminal for connection of equipment grounding wire in terminal box. 8-85 8-16.14 BEARINGS AND LUBRICATION A. Vertical Motors: 1. Thrust Bearings: a. Antifriction bearing b. Manufacturer's standard lubrication c. Minimum 50,000 hours L-10 bearing life. 2. Guide Bearings a. Antifriction bearing b. Manufacturer's standard bearing type. c. Manufacturer's standard lubrication. d. Minimum 100,000 hours L-10 bearing life. B. Regreasable Antifriction Bearings: 1. Readily accessible, grease injection fittings. 2. Readily accessible, removable grease relief plugs. 8-16.15 NOISE A. Measured in accordance with IEEE 85 and NEMA MG 1. 8-16.16 BALANCE AND VIBRATION CONTROL A. In accordance with NEMA MG 1, Part 7. 8-16.17 EQUIPMENT FINISH A. External Finish: Prime and finish coat manufacturer's standard. Finish color manufacturer's standard. B. Internal Finish: Bore and end turns coated with clear polyester or epoxy varnish. 8-16.18 SPECIAL FEATURES AND ACCESSORIES A. Winding Thermal Protection: 1. Thermostats: a. Bi-metal disk or rod type thermostats embedded in stator windings. b. Automatic reset contacts rates 120 volts ac, 5 amps minimum, opening on excessive temperature. (Manual reset shall be provided at motor controller.) B. Nameplates: 1. Raised or stamped letters on stainless steel or aluminum. 2. Display motor data required by NEMA MG 1, Paragraph 10.39 and Paragraph 10.40 in addition to bearing numbers for both bearings. 8-86 C. Anchor Bolts: Provide anchor bolts meeting manufacturer's recommendations and of sufficient size and number for the specified seismic conditions. 8-16.19 FACTORY TESTING A. Tests: 1. In accordance with IEEE 112 for polyphase motors and IEEE 114 for single-phase motors. 2. Routine (production) tests on all motors in accordance with NEMA MG 1. B. Test Report Forms: 1. Routine Tests: IEEE 112, Form A-1. 8-16.20 INSTALLATION A. In accordance with manufacturer's instructions and recommendations. B. Align motor carefully and properly with driven equipment. C. Secure equipment to mounting surface with anchor bolts. 8-17 GAS-ENGINE-DRIVEN GENERATOR SET 8-17.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. ASTM International (ASTM): A335/A335M, Standard Specification for Seamless Ferritic Alloy-Steel Pipe for High-Temperature Service. 2. Diesel Engine Manufacturer's Association (DEMA): Standard Practices for Stationary and Gas Engines. 3. National Electric Manufacturer's Association (NEMA): a. MG 1, Motors and Generators. b. 250, Enclosures for Electrical Equipment (1,000 Volts Maximum). 4. National Fire Protection Association (NFPA): 110, Emergency and Standby Power Systems. 5. Institute of Electrical and Electronics Engineers (IEEE): 519, Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems. 6. Military Specifications (MIL): E-4970A, General Specification for Environmental Testing, Ground Support Equipment. 8-87 8-17.02 SUBMITTALS A. Action Submittals: 1. Dimensioned outline drawing showing plan and elevations of the proposed engine generator set and drive system, including anchoring requirements. 2. Engine and generator weights. 3. Catalog information and technical description of the proposed engine generator set. Include proposed materials for the block, heads, valves, rings, cylinders, pistons, crankshaft, and major bearings and wear surfaces. 4. Complete list of accessories provided. 5. Performance curves showing engine efficiency (fuel consumed per kWh output), gross fuel consumption rate, and kW output at design rated output, one-half load, and one-quarter load. Account for design altitude and temperature corrections and for engine parasitic loads. 6. Generator transient and sub transient reactance's in per unit. 7. Generator output waveform and telephone interference factor(TIP). 8. Electrical schematic and wiring diagrams: a. Generator control panel. b. Main generator. c. Voltage regulator. d. Battery charging system. e. Governing system. f. Interconnection wiring diagram for automatic transfer switch. 9. Control panel instrument identification inscriptions. 10. Engine generator set motor starting capability and percentage voltage dip curve. 11. Jacket water cooler dimensions, mounting and piping details,jacket and cooling water design flow rates, and in/out temperatures and pressure drops, and rate and operating pressures. B. Informational Submittals 1. Operation and Maintenance Data. 2. Description of parts and service availability. 3. Certification, copies of analyses, or test reports demonstrating appropriate vibration analysis and design in all modes. 4. Factory Test Report. 5. Manufacturer's Certificate of Performance. 6. Manufacturer's Certificate of Proper Installation. 7. Special guarantee. 8-88 8-17.03 QUALITY ASSURANCE A. Authority Having Jurisdiction (AHJ) 1. Provide the Work in accordance with NFPA 70, National Electrical Code (NEC). Where required by the AHJ, material and equipment shall be labeled or listed by a nationally recognized testing laboratory or other organization acceptable to the AHJ in order to provide a basis for approval under NEC. 2. Materials and equipment manufactured within the scope of standards published by Underwriters Laboratories, Inc. shall conform to those standards and shall have an applied UL listing mark. 8-17.04 SPECIAL GUARANTEE A. Provide manufacturer's extended guarantee or warranty, with Owner named as beneficiary, in writing, as special guarantee. Special guarantee shall provide for correction, or at the option of the Owner, removal and replacement of Work specified in this Specification section found defective during a period of 2 years after the date of Substantial Completion. Duties and obligations for correction or removal and replacement of defective Work. 8-17.05 EXTRA MATERIALS A. Furnish, tag, and box for shipment and storage the following spare parts and special tools: Item Quantity Lubricating oil filter elements with gasket 3 Complete sets Air cleaner filter element 1 complete set Auxiliary jacket water pump packing/seals 1 complete set Hydrometer 1 each Spare fuses, if used in the control panel 1 complete set Spare indicating lamps 4 each type used 8-89 8-17.06 MANUFACTURERS A. Materials and equipment specified in this section shall be products of: 1. Kohler Power, 2. Generac Power Systems, 3. .or, equivalent. 8-17.07 SERVICE CONDITIONS A. Altitude: 3000 feet above sea level. B. Ambient Temperature at Air Intake: 100 degrees F maximum. C. Ambient Temperature at Engine Generator Set: 100 degrees F maximum. 8-17.08 ENGINE GENERATOR SET VIBRATION DESIGN A. Use vibration analytical techniques to determine the shaft critical speeds, and to develop bearing design and shaft balancing to mitigate vibration. B. Apply torsional analysis and design to mitigate torsional vibration. C. The engine and generator, individually, shall not exhibit vibration in any plane exceeding 10 mils at continuous rating point, when measured at the attachment points to the common steel subbase. 8-17.09 ENGINE GENERATOR SET A. Maximum Size 1. Width: 36 inches. 2. Length: 90 inches. 3. Height: 75 inches. B. Enclosure 1. Providing weather against the elements, animal intrusion, and unwanted entry and sound protection. 2. Skid-mounted, fully corrosion resistant with hinged and removable doors. 3. All doors flush-mounted door latches and lockable with padlocks. 8-90 8-17.10 ENGINE A. General 1. Manufacturer's standard design, unless otherwise specified. 2. Engine parts design with adequate strength for specified duty. 3. Meet requirements of the DEMA Standard Practices for Stationary and Gas Engines. B. Type and Rating: Diesel Cycle, minimum of 4-stroke type suitable for a continuous minimum output of 30 kW when driving a synchronous generator at a speed not exceeding 1800 rpm at an elevation of 3000 feet. C. Starting System: 1. Type: Automatic, using a 12-volt or 24-volt battery-driven starter acting in response to the control panel. 2. Batteries: a. 200 amp-hour capacity at 12-volt, minimum. b. Capable of providing cranking current at 0 degrees F. c. Housed in an acid-resistant frame for mounting on a concrete pad adjacent to the engine. d. Located such that maintenance and inspection of the engine is not hindered. 3. Battery Charger: a. Float type, with taper charging capability, a float range of 2.17 volts/cell, and an equalization range of 2.33 volts/cell, minimum. b. Include ammeter, voltmeter, fused ac input and dc output, pilot light, current failure relay, low/high dc voltage alarm relay, and surge suppressors. c. Alarm relay dry contacts rated 5 amps at 120V ac. D. Fuel and Governing System: 1. Propane gas at 7-10 inches W.C. Provide additional regulator with engine if required to furnish a lower gas pressure at engine. 2. Fuel Connections to Engine: Flexible hose, suitable for application. 3. Governor: a. Electro-mechanical or electro-hydraulic type. b. Regulates speed as required to hold generating frequency within tolerable limits and within 5 percent of nominal design speed. c. Accessories: 1) Manual speed control device. 2) Positive overspeed trip switch. 4. Provide air fuel Ratio controller and catalytic controller to comply with California pollution control requirements. 8-91 E. Jacket Water Cooling System: 1. Engine-skid-mounted, shell and tube heat exchanger with jacket water pump, piped to engine. 2. Engine thermostat to regulate engine water temperature as recommended by the manufacturer. 3. Jacket Water Heaters: a. Suitable for operation on 120-volt, 60-Hz current. b. Maintain engine water temperature at 120 degrees F with an ambient temperature of 50 degrees F. c. Thermostatically controlled. 4. Engine Cooling Liquid: Mixture of water and permanent type antifreeze to protect the system to a temperature of 32 degrees F. F. Lubrication System: 1. Type: Full-pressure. 2. Accessories: a. Pressure switch to initiate shutdown on low oil pressure. b. Oil filter with replaceable element. c. Bayonet type oil level stick. d. Valved oil drain extension. 3. Oil Cooling System: Water-cooled heat exchanger utilizing jacket water. G. Exhaust System: 1. Muffler: Rated for critical silencing. 2. Exhaust Pipe: ASTM A335, Grade P11, standard wall, with fittings selected to match piping materials. 3. Pipe Connections: Welded. 4. Engine Connection: a. Flanged, flexible, corrugated, stainless steel expansion fitting, specifically suited for diesel exhaust service. b. Length as required for flexibility and expansion in the piping arrangement shown. H. Air Intake System: Equipped with a dry type air cleaner with filter service indicator. 8-17.11 GENERATOR A. General 1. Meet requirements of NEMA MG 1. 2. Synchronous salient-pole type with amortisseur winding in rotor. 3. Stator Windings: a. Skewed for smooth voltage waveform. b. Reconnectable, 12 Lead. 8-92 B. Ratings: 1. Continuous: minimum of 30 kW at 0.8 power factor. 2. Standby: minimum of 35 kW at 0.8 power factor. 3. Voltage: 240 volts, three-phase, 4-wire, 60-Hz. 4. Overspeed Capability: 150 percent. 5. Waveform Deviation from Sine Wave: 5 percent maximum. 6. Telephone Interference Factor: 50 maximum. 7. Total Harmonic Factor: 3 percent maximum. C. Insulation System 1. Class F in accordance with NEMA MG 1. 2. Vacuum impregnated, epoxy varnish. 3. Fungus resistant in accordance with MIL E-4970A. D. Excitation System: Brushless, statically excited type. E. Voltage Regulation: 1. Solid state, three-phase sensing type. 2. Adjustable output voltage level to plus or minus 5 percent. F. Voltage and Frequency Regulation Performance: 1. Steady State Voltage Regulation: Less than plus or minus 1 percent from no load to continuous rating point. 2. NEMA MG 1 Defined Transient Voltage Dip: a. Less than 20 percent at rapid application of rated load. b. Recovery to rated voltage and frequency within 2 seconds following initial load application. 3. Steady State Frequency Regulation: Plus or minus 1.5-Hz overload range. G. Motor Starting Capability 1. Steady State Load: 30 kVA at 0.8 power factor. 2. Full voltage start of three sequentially started 7.5 hp motors. H. Short Circuit Capabilities: Sustain 250 percent of rated current for 10 seconds for an external three-phase bolted fault without exceeding rated temperatures. I. Enclosure: Drip proof. J. Main Circuit Breaker: 1. Type: Molded case. 2. Current Rating 150 amps. 3. Interrupt Rating 10000 amps RMS symmetrical at 240 volts. 8-93 4. Trips: a. Thermal-magnetic with inverse time characteristics and adjustable magnetic pickup. 5. Enclosure: a. Rating: NEMA 250, Type 12. b. Mounted with vibration isolation from engine generator set. 6. Surge Protective Devices: Three-phase capacitors and arrestors mounted in terminal compartment. 8-17.12—8-17.13 BLANK 8-17.14 BASEPLATE A. Mount engine generator set on a rigid common steel base frame. B. Base frame shall be stiffened to minimize deflections. 8-17.15 VIBRATION ISOLATORS A. Performance: Limit vibration transmissibility to 10 percent at each frequency. B. .Manufacturer: Korfund; Series L. 8-17.16 FACTORY FINISHING A. Engine Generator Set and Instrument Panel: Factory-applied primer and two finish coats of the manufacturer's standard heat- resistant engine paint. 8-12.17 AUTOMATIC LOAD TRANSFER CONTROL A. Automatic run controls shall be suitable for remote interface and control by an automatic transfer switch. Engine generator set shall start and run upon closure of a remote dry contact. 8-17.18 CONTROL SYSTEM A. Control Panel: 1. Rating: NEMA 250, Type 12. 2. Material: Steel. 3. Instrument Identification: Face label or engraved, black, laminated plastic nameplate with white %-inch high letters, attached with Type 422 stainless steel screws. B. Instrumentation: 1. Type: Suitable for engine-mounted vibration environment. 2. Mounting: Non-shock mounted. 3. Alarm and Signal Contacts: Rated 5 amps at 120 V ac, dry. 4. Fault Indication Lamps: Push-to-test type. 5. Meters: 3.5-inch, 240-degree scale, plus or minus 2 percent accuracy. 8-94 C. Operator Controls and Indicators: 1. HANDCRANK/STOP/AUTO/ENGINE TEST selector switch. 2. Generator voltage adjustment. 3. Voltmeter PHASE SELECTOR switch. 4. Ammeter PHASE SELECTOR switch. 5. Voltmeter. 6. Ammeter. 7. FREQUENCY meter. 8. Engine OIL PRESSURE indicator. 9. Engine jacket WATER TEMPERATURE indicator. 10. Engine SPEED indicator. 11. Fuel PRESSURE indicator. 12. RUNNING TIME indicator. 17. DC battery voltage. D. Alarm Indicators With Manual Pushbutton RESET: 1. Low oil pressure. 2. High jacket water temperature. 3. Engine overspeed. 4. Engine overcrank. 5. Low/High dc voltage. E. External Interfaces: 1. Furnish a single, common DPDT relay output occurrence of alarm condition. 2. Output: Dry contact rated 5 amps at 120V ac. 3. Accept remote dry start contact closure from automatic transfer switch, rated 10 amps at 32V dc. F. Functional Requirements: 1. Recranking Lockout: When engine fires, starting control shall automatically disconnect cranking control to prevent recranking for a preset period of time after engine stop. 2. Overcranking Lockout: Initiate after four cranking cycles of 10 d 3. Engine shutdown seconds on and upon 10 any secon of s the off.following conditions: a. Engine overspeed. b. High jacket water temperature. c. Low oil pressure. 4. Air Inlet Damper Opening: Upon engine start sequence initiation, a normally open, dry contact, rated 5 amps at 120V ac, from the engine start circuit shall close to provide a signal to open air inlet dampers. G. Special Requirements 1. Mount Battery Charger in control panel. 2. Mount battery charger instrumentation on face of control panel and match generator instrumentation. 8-95 H. Power Requirements: 240-volt, 1-phase 8-17.19 FACTORY TESTS A. General: Conform to NFPA 110. B. Steady Load Test: Test engine generator set at steady load run of 60 minutes minimum duration at 100 percent full-rated load. C. Transient Load Test: Conduct transient load test to demonstrate ability to meet the load pickup and load release requirements specified. D. Harmonic Test: Conduct at full load conditions. E. Record and Report: 1. Strip chart recording and full harmonic analysis measuring up to the 50th harmonic for both voltage and current and three phases simultaneously. 2. Transient response. 3. Load/speed stability. 4. Engine fuel consumption. 5. Power output. 6. Harmonic analysis. 8-17.20 INSTALLATION A. Level and securely mount engine generator set in accordance with the manufacturer's recommendations. B. Where applicable, mount engine generator set on vibration isolators in accordance with isolator manufacturer's recommendations. 8-17.21 FIELD FINISHING A. Touch up damaged coating with paint system compatible to existing. 8-17.22 FIELD TESTS A. General: Conform to NFPA 110. B. Performance Test: 1. Perform upon completion of installation. 2. Operate 2 hours minimum. 3. Manufacturer's representative shall make necessary adjustments. 4. Demonstrate ability of engine generator set to carry specified loads. 5. Demonstrate engine generator set safety shutdowns. 8-96 C. Test Report: Record and report the following: 1. Electric load on generator. 2. Fuel consumption. 3. Exhaust temperature. 4. Ambient air temperature. 5. Safety shutdown performance results. D. Post-Test Requirements: 1. Make final adjustments. 2. Replace fuel and oil filters. 3. Check belt drive tensions. 4. Demonstrate proper operation of equipment, including automatic operation with control from automatic transfer switch, to Engineer and Owner. 8-17.23 MANUFACTURER'S SERVICES A. Manufacturer's Representative: Present at Site or classroom designated by Owner, for minimum person-days listed below, travel time excluded: 1. 1 person-days for installation assistance and inspection. 2. 1 person-days for functional and performance testing and completion of Manufacturer's Certificate of Proper Installation. 3. 1 person-days for facility startup and site training. 8-18 AUTOMATIC TRANSFER SWITCHES 8-18.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. Institute of Electrical and Electronics Engineers (IEEE): C37.90.1, Standard for Surge Withstand Capability (SWC) Tests for Relays and Relay Systems Associated with Electric Power Apparatus. 2. National Electrical Manufacturers Association (NEMA): a. ICS 1, General Standards for Industrial Control and Systems: General Requirements. b. ICS 2, Industrial Control and Systems Controllers, Contactors, and Overload Relays not more than 2000 volts ac or 750 volts ac. c. ICS 6, Industrial Control and Systems: Enclosures 250, Enclosures for Electrical Equipment (1,000 Volts Maximum). 3. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 4. Underwriters Laboratories, Inc. (UL): 1008, Transfer Switch Equipment. 8-97 8-18.02 SUBMITTALS A. Action Submittals: 1. Descriptive product information. 2. Dimensional drawings. 3. Control diagrams. 4. Conduit entrance locations. 5. Equipment ratings. B. Informational Submittals: 1. Factory test reports. 2. Operation and Maintenance Data: As specified in Section 01 78 23, Operation and Maintenance Data. 3. Manufacturer's Certificate of Compliance, in accordance with Section 01 43 33, Manufacturers' Field Services. 8-18.03 QUALITY ASSURANCE A. Authority Having Jurisdiction (AHJ): 1. Provide the Work in accordance with NFPA 70, National Electrical Code (NEC). Where required by the AHJ, material and equipment shall be labeled or listed by a nationally recognized testing laboratory or other organization acceptable to the AHJ in order to provide a basis for approval under NEC. 2. Materials and equipment manufactured within the scope of standards published by Underwriters Laboratories, Inc. shall conform to those standards and shall have an applied UL listing mark. 8-18.04 MANUFACTURERS A. Asco B. Generac Power System, C. Kohler Power, D. or substitute products will be considered. 8-18.05 GENERAL A. Transfer switch should be provided by the motor-generator set supplier in order to insure compatibility. B. Transfer switch to be product of a single manufacturer in order to achieve standardization for appearance, operation, maintenance, spare parts, and manufacturer's service. C. In accordance with applicable standards of NFPA 70, NEMA ICS 1, NEMA ICS 2, NEMA ICS 6, IEEE C37.90.1, and UL 1008. 8-98 D. Transfer switch consisting of inherently double-throw power switch unit with interconnected control module. E. Rated 100 percent, in amperes, for total system transfer of motor, electric heating, discharge lamp loads, and tungsten-filament lamp loads. F. Main and arcing contacts visible for inspection with cabinet door and barrier covers removed. G. Suitable for 240 volts, three-phase, three-wire, electrical service having an available short circuit current at line terminals of 10,000 amperes rms symmetrical. H. Switch Rating: 150 continuous amperes or higher in nonventilated enclosure. I. Current carrying capacity of arcing contacts shall not be used to determine the transfer switch rating. J. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. K. Operating Conditions: 1. Ambient Temperature: Maximum 40 degrees C. 2. Equipment to be fully rated without any derating for operating conditions listed above. 8-18.06 ENCLOSURE A. Type: Nonventilated NEMA 250, Type 1 with enclosure grounding terminal. B. Dead front, front accessible wall mounted cabinet with 14-gauge welded steel construction. C. Continuously hinged single door, with handle and lock cylinder. D. Finish: Based enamel applied over rust-inhibiting, phosphated base coating. 1. Exterior and Interior Color: Provide gray finish as approved by Engineer or, Owner. 2. Unpainted Metal Parts: Plated for corrosion resistance. 8-99 8-18.07 TRANSFER SWITCH A. Type: Electrically operated, mechanically held, double-throw. B. Momentarily energized, single-electrically operated mechanism energized from source to which load is to be transferred. C. Locking mechanism to maintain constant contact pressure. D. Mechanical interlock switch to ensure only one of two possible switch positions or time delay in neutral position. E. Silver alloy contacts protected by arcing contacts. F. Main and arcing contacts visible when door is open and barrier covers removed. G. Manual operating handle for transfer in either direction under either loaded or unloaded conditions. H. Internal and control wire connections made with ring or spade type terminals, lock washers, and sleeve type marking labels. 8-18.08 CONTROL MODULE A. Completely enclosed and mounted separately from the transfer switch unit. B. Microprocessor for sensing and logic control with inherent digital communications capability. C. Plug-in, industrial grade interfacing relays with dust covers. D. Connected to transfer switch by wiring harness having keyed disconnect plug. E. Plug-in printed circuit boards for sensing and control logic. F. Adjustable solid state undervoltage sensors for all three phases of utility and for one phase of emergency source: 1. Pickup 85 to 100 percent nominal. 2. Dropout 75 to 98 percent of pickup setting. G. Adjustable frequency sensors for emergency source: 1. Pickup 90 to 100 percent nominal. 2. Dropout 87 to 89 percent of pickup setting. 8-100 H. Control module with adjustable time delays: 1. 0.5 to 6-second engine start delay. 2. 0-to 5-minute load transfer to emergency delay. 3. 0-to 30-minute retransfer to normal delay. 4. 0-to 30-minute unload running time delay. 5. Switch to by pass any of the above time delays during testing. I. Form-C start contacts, rated 10 amperes, 32-volt dc, for two-wire engine control, wired to terminal block. J. Exerciser, adjustable in 15-minute increments, 7-day dial clock to automatically exercise generator without load transfer. K. Adjustable 0 to 5 minutes time delay relay for engine starting signal. 8-18.09 INDICATORS A. Manufacturer's standard B. Green lens to indicate switch position for utility power source. C. Red lens to indicate switch position for emergency power source. D. Provide one normally open and one normally closed, 5 amperes, 120-volt contact for remote indication when transfer switch is in either position. 8-18.10 FACTORY TESTS A. Test to Ensure Correct: 1. Operation of individual components. 2. Sequence of operation. 3. Transfer time, voltage, frequency, and time delay settings. B. Dielectric strength test per NEMA ICS 1. 8-18.11 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure enclosure to floor using anchor bolts of sufficient size and number adequate for specified seismic conditions. 8-101 CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD DRAWINGS 01/02/2008 12:29 9093845532 SBMWD ENGINEERING PAGE 01/01 ANGLES TO BE CONSTANT AROUND ENTIRE CIRCUMFERENCE OF THE PIPE. NUMBER OF SPACERS PER MANUFACTURERS SPECIFICATIONS '50741"‘ SPACER 4�- % CARRIER PIPE greA'�i4 CASING TAP',tS471 . �� STAINLESS STEEL - '\ FILL ANNULAR SPACE WITH CLAMP BANDS AIR-BLOWN SAND (SEE NOTE 3) CONFIGURATION-CENTERED PIPE CASING CROSS-SECTION 2'-0" 10-0" 2'-0" MAX(TYP) N . , , =ii __ ilk aq ,Q �4 r =vg-tN 77 DI CARRIER PIPE OVER LAPPING RUBBER SEAL "X"CASING THICKNEISS(TO BE (SEE NOTE 3) DETERMINED BY ENGINEER)NOT TO EXCEED DEFLECTION OF PIPE PLACEMENT OF SPAERS ON CARRIER PIPE PER MANUFACTURER'S S ECIFICATIONS 1 1 DI CARRIER PIPE 8"SPACER WIDTH NOTES: NOTES: PIPE SIZE CASING ID 1. DI PIPE JOINTS INSIDE PIPE CASING TO BE 12" 24" 'RESTRAINED(TYP). • _ 18" 30" i • 18" 30" 2. INTERIOR OF CASING TO BE GROUND SMOOTH AND LUBRICATED FOR SPACER INSTALLATION. 20" 36" 24" 42" 3. 'i RUBBER SEALS AND STAINLESS STEEL CLAMPS 30" 48" - REQUIRED. 36" 54" 4, REDWOOD SKIDS CAN BE SUBSTITUTED FOR SPACERS ON A CASE BY CASE BASIS AS APPROVED BY SBMWD. i SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAA)IB NRG 1 CASING ASSEMBLY DETAIL SBMWD REVISION DATE W6,17 APPROVED DATE //-¢ ro,s' ,SCALE: NONE mArn, w►,. TC RCE 5 O79 12/13/2007 11:05 9093845532 SBMWD ENGINEERING PAGE 01/01 • ONE LAYER OF EXPANSION JT -' FILLER OR PREFORMED SYNTHETIC f---) RUBBER BEARING PAD l / / %/. SUPPORT SADDLE- ,/ PIPE SIZE PER PLANS .■'''''' -- SPRT SIZE AS SHOWN BELOW 0 'B' CL 150 THREADED 111111 w REDUCING FLANGE, g w n-1 (y � FLANGE,GALVANIZED W g Z 'A' NON-SHRINK El -t GROUT 'C' c . 1"MIN .„4.—_--_ J _ GALVANIZED ANCHOR BOLT L 3"MIN OR SELF-DRILLING CONC ANCHOR W/STUD AND 2 NUTS&WASHERS EACH,SIZE TO FIT FLANGE (TYP OF 4) UNDER FLANGE ADJUSTABLE SUPPORT APPROXIMATE DIMENSIONS IN INCHES PIPE FLG SPRT A 8 C D E SIZE OD SIZE MIN 4 9 10 3 2-112 9 13 17 6 11 12 3 2-1/2 9 14 19 B 13-12 14 4 3 11 16 21 10 18 18 4 3 11 17 22 12 19 20 6 3-1/2 13-112 21 26 14 21 24 6 4 13-1/2 23 28 16 23-12 24 6 4 13-112 24 29 18 25 30 8 4 13-12 25 30 20 2''-1/2 30 6 4 13-1/2 28 31 24 32 32 6 4 13.1/2 28 34 . SJ4N BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER - ).— UNDER FLANGE SUPPORT SBMWD III L. FEB_05 :VISION DATE WB.Zs APROVED DATE '/—4.-of r.,ALE:NONE mowni __ RCESS17111 SHEET 2 OF 2 12/13/2007 10:58 9093845532 SBMWD ENGINEERING PAGE 02/82 NOTE TO BE USED WHEN COVER IS LESS THAN 24"IN CITY STREET. 1,► 1 s SIDEWALK•-� FINISH OR FU TUR ESIRE ET / • • ' •.• °",' ; . ••ti•� o Ii e , 0 b f 1e• -1 N I �Q Z 0 I o o 0 J �� I� � CONTINUOUS UPWARD SLOPE 0. 84,1 a V 2.► ./p I0 e `.1,�■N 111 O a aIIIIIIIIIIS Q■ ITEM QTY DESCRIPTION ITEM QTY DESCRIPTION E VALVE 1 B) AIR VACUUM VA VE 1 STOP MUELLER H15023 OR EQUAL C) COMBINATION AIR AND © 1 EA. "x 1"DOUBLE STRAP --) VACUUM RELEASE VALVE SERVICE SADDLE OR 1" WELD-ON THREAD-O-LET 02 3/4"POORLY GRADED 1 Ea 8"DIA. GATE CAN ASSEMBLY GRAVEL PER SBMWD STD.DWG.W3.3. 30 1 EA 2"BALL CURB VALVE(MUELLER B-25209-3 OR MCDONALD 8110T ® 1 EA. INSOLATOR COUPUNG OR FORD NO B11-777)OR 2"(MU. (COMPRESSION x MALE PIPE SCREW)GATE VALVE, THREAD) ® 24 IN, 2"THREADED 0 1 EA 1"SOFT COPPER TUBING GALVANIZED IRON PIPE (SBMWD APPROVED U.S. MANUFACTURE) 50 12 IN. 3"FLEXIBLE VINYL SLEEVE OR 1 EA. 1"QUARTER BEND PIPE TAPE COMPRESSION BY MALE PIPE ® 2,000 PSI CONCRETE:2'-8"SQ X THREAD 10"DEEP CONC. PAD(FORMED) ® 1 EA. 1"X 2"BRASS BUSHING ® 1 EA, 2"GALVANIZED QUARTER BEND © 1 EA 2"FEMALE PIPE X (FEM PIPE THREAD) COMPRESSION COUPLING 80 `LF. 2"TYPE L HARD COPPER ® 3 EA. 2"COPPER TO IRON ADAPTER. TUBING(SBMWD APPROVED U.S. ® 2 EA GALVANIZED STRAIGHT ELBOW MANUFACTURE)1 EA. 1"BRASS STREET ELL ® 1 EA. SCREEN WITHIN ELBOW 9Q () 1 EA, VALVE ASSEMBLY COVER. SEE STD. DWG.W7.6 �~- SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER LOW COVER INSTALLATION FOR 1" AND 2" AIR r )' NOV.05 RELEASE VALVES, VACUUM VALVE, AND SBMWD 1'H.L FEB.04 COMBINATION VALVE W7.5 `° tEVISION DATE _ APPROVED DATE If-4 -py CALE: NONE MATTHEW ZZZESBOT9 12/13/2007 10:58 9093845532 SBMWD ENGINEERING PAGE 01/02 28'112"1 VENT CAP END A HOLES IN 2 ROWS OF HINGE I0 0 0 0 O O PIPE HINGE,WELD 1 O 0 0 0 0 0 OF WACH SET TO O 0 .. 0 0 0 OPPOSING DOOR I . 1 LOCK HASP AND 1 DOOR HANDLE I 10 GAUGE STEEL CYUNDER IN 2 HALVES HINGE BAR I SLEEVE WELDED TO — — ————- ■L J■ STIFFENING RING AND I TO HINGE BAR MI= U ONT EAR ISIZING FOR AIR VALVE ASSEMBLY COVER STIFFENING RING 311 W STEEL UD.VAVLE SIZE A(DIAMETER) B(HEIGHT) •A HA F WELD D TO R IN 1"S 2" 16" 24" CYLINDER DOORS 3',4"&5' 24" 38" q DOORS SHOWN 8' 30. I PARTIALLY OPEN TAB TO SUPPORT DOOR 2"X r'X 1/4"X T LONG ANGLE WHEN CLOSED,WELD ANCHOR LEGS WITH 1121 TO INSIDE OF DOOR.2 f� * RING HOLES,REQ. STIFFENING ''(SEE NO PLACES t ANCHOR DETAIL BELOW) 3119"STEEL PLATE IMTH 112"HOLE FOR PADLOCK PLAN AND 4"X1.112"OPENING `) FOR HANDLE 2 REQ. ■—•-..-7- . r - / 618"X 1-1/4' WEAKENED PLANE JOINT(TYP) SLOT OPENING ' °• .• (TYP) LOWER STATIONARY•' [4 i..,t : t a UNIT• :..,, •; • . IMPROVED AREAS CONTRACTOR TO• ' s.. _'° •e ` �' REPLACE FULL SIDEWALK PANEL `T'& 8' /; • ,. .,.4 : . AREAS 1 i •'', ' ' CONTRACTOR TO CONSTRUCT • 4 . • M • .• � �� FORMED 2'•8"SQ x 10'THICK a r ^ CONCRETE PAD. : • " .. 1 i T r L-• :.;. . • -s• �• ■ 120' 2'S" .' 1/2"0 x r ANCHOR 1• 1 •, •. I FOOTINGS, BOLT + _ +. •: . NOTES; I ••;. • ;•.a~MIN• .... % _ t .. 1. ENGINEER TO VERIFY THE REQUIRED SIZE AND TYPE OF AIR •• ; •'; : y y , • VALVE ASSEMBLY PER PROJECT REQUIREMENTS. ' "^ : , ••" '• A 111"EXPANSION 2. USE ONLY THE APPROPRIATE STD.DRAWINGS)AND JOINT MATERIAL DESCRIPTIONS FOR CORRECT SIZE OF AIR VALVE ASSEMBLY. I CURB (TYP 3 SIDES) MODEL NO,VCDD BY PIPELINE PRODUCTS 1-800 998-1079 OR 3.11 R--- 'SIDEWALK APPROVED EQUAL. PLAN IN S1PVALK 4, ALL EXPOSED FERROUS METAL SHALL BE COATED PER SPECS.EXTERIOR COLOR TO BE TAN. I SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER i'` ) STEEL ENCLOSURE FOR AIR SBMWD • Q.L.R. NOV. VALVE ASSEMBLY rt. REVISION DATE . W7.6 APPROVED DATE //- ¢ -c SCALE: NONE M2ZZ RcEe99re APPENDIX FEDERAL & STATE MINIMUM WAGES WAIS Document Retrieval Page 1 of 21 GENERAL DECISION: CA20070037 12/07/2007 CA37 Date: December 7, 2007 General Decision Number: CA20070037 12/07/2007 Superseded General Decision Number: CA20030037 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: San Bernardino County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work) ; HEAVY CONSTRUCTION PROJECTS (does not include water well drilling) ; HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 02/09/2007 1 02/16/2007 2 02/23/2007 3 03/23/2007 4 04/06/2007 5 04/20/2007 6 06/08/2007 7 06/22/2007 8 07/06/2007 9 07/13/2007 10 07/20/2007 11 08/03/2007 12 08/17/2007 13 08/24/2007 14 09/21/2007 15 10/12/2007 16 10/26/2007 17 11/09/2007 18 11/23/2007 19 12/07/2007 ASBE0005-002 08/07/2007 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) $ 37.01 10.84 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) $ 20.76 10.23 ASBE0005-004 08/07/2006 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI Sdoc I D=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 2 of 21 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) . . . .$ 19.55 6.38 BOIL0092-003 10/01/2006 Rates Fringes BOILERMAKER $ 34 .34 18.11 BRCA0004-011 05/01/2007 Rates Fringes Bricklayer; Marble Setter $ 32. 69 9. 10 BRCA0018-004 06/01/2007 Rates Fringes MARBLE FINISHER $ 24 .02 8.41 TILE FINISHER $ 19.82 7.51 Tile Layer $ 30.55 11.62 BRCA0018-010 10/08/2007 Rates Fringes TERRAZZO FINISHER $ 25.54 8.62 TERRAZZO WORKER/SETTER $ 32. 63 9.41 CARP0409-001 07/01/2007 Rates Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer $ 35.51 9.20 (2) Millwright $ 36.01 9.20 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) $ 35. 64 9.20 (4) Pneumatic Nailer, Power Stapler $ 35.76 9.20 (5) Sawfiler $ 35.60 9.20 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI Sdoc ID=476209 1 1 2 1 7+0+0+... 12/12/2007 WAIS Document Retrieval Page 3 of 21 (6) Scaffold Builder $ 27.46 9.20 (7) Table Power Saw Operator $ 35. 61 9.20 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers) : $0. 13 per hour additional. Certified Welder - $1.00 per hour premium. CARP0409-002 01/01/2007 Rates Fringes Diver (1) Wet $ 603.85 8.82 (2) Standby $ 301.92 8.82 (3) Tender $ 293.92 8.82 Amounts in "Rates' column are per day CARP0409-005 07/01/2007 Rates Fringes Drywall DRYWALL INSTALLER/LATHER. . . .$ 35.51 9.17 STOCKER/SCRAPPER $ 10.00 6.56 CARP0409-008 01/01/2007 Rates Fringes Modular Furniture Installer $ 18.25 7.16 ELEC0011-002 12/05/2006 COMMUNICATIONS AND SYSTEMS WORK Rates Fringes Communications System Installer $ 24.43 3%+7.60 Technician $ 26.23 3%+7. 60 SCOPE OF WORK: Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 4 of 21 and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. ELEC0477-002 06/04/2007 Rates Fringes Electricians: Electrician $ 32.60 3%+14.35 CABLE SPLICER: $1.00 per hour above Electrician rate. TUNNEL WORK: 10% above Electrician rate. ZONE PAY: Zone A - 80 road miles from Post Office, 455 Orange Show Lane, San Bernardino, will be a free zone for all contractors Zone B - Any work performed outside Zone A's 80 road miles, shall add $8.00 per hour to the current wage scale. ELEC1245-001 06/01/2007 Rates Fringes LINE CONSTRUCTION (1) Lineman; Cable splicer. .$ 41.02 12.01 (2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below) , and overhead and underground distribution line equipment) $ 33.24 11.00 (3) Groundman $ 25.42 10.76 (4) Powderman $ 37.16 11.15 HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ELEV0018-001 01/01/2007 Rates Fringes ELEVATOR MECHANIC $ 41.265 14.885 FOOTNOTE: Vacation Pay: 8% with 5 or more years of service, 6% for 6 months to 5 years service. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 5 of 21 and Friday after, and Christmas Day. ENGI0012-003 07/09/2007 Rates Fringes POWER EQUIPMENT OPERATOR (All Other Work) GROUP 1 $ 33. 65 15.82 GROUP 2 $ 34.43 15.82 GROUP 3 $ 34.72 15.82 GROUP 4 $ 36.21 15.82 GROUP 5 $ 37.31 15.82 GROUP 6 $ 36.43 15.82 GROUP 7 $ 37.53 15.82 GROUP 8 $ 36.54 15.82 GROUP 9 $ 37. 64 15.82 GROUP 10 $ 36. 66 15.82 GROUP 11 $ 37.76 15.82 GROUP 12 $ 36.83 15.82 GROUP 13 $ 36.93 15.82 GROUP 14 $ 36.96 15.82 GROUP 15 $ 37.04 15.82 GROUP 16 $ 37. 16 15.82 GROUP 17 $ 37.33 15.82 GROUP 18 $ 37.43 15.82 GROUP 19 $ 37.54 15.82 GROUP 20 $ 37.66 15.82 GROUP 21 $ 37.83 15.82 GROUP 22 $ 37.93 15.82 GROUP 23 $ 38.04 15.82 GROUP 24 $ 38.16 15.82 GROUP 25 $ 38.33 15.82 POWER EQUIPMENT OPERATOR (Cranes, Piledriving & Hoisting) GROUP 1 $ 35.00 15.82 GROUP 2 $ 35.78 15.82 GROUP 3 $ 36.07 15.82 GROUP 4 $ 36.21 15.82 GROUP 5 $ 36.43 15.82 GROUP 6 $ 36.54 15.82 GROUP 7 $ 36.66 15.82 GROUP 8 $ 36.83 15.82 GROUP 9 $ 37.00 15.82 GROUP 10 $ 38.00 15.82 GROUP 11 $ 39.00 15.82 GROUP 12 $ 40.00 15.82 GROUP 13 $ 41.00 15.82 POWER EQUIPMENT OPERATOR (Tunnel Work) GROUP 1 $ 35.50 15.82 GROUP 2 $ 36.28 15.82 GROUP 3 $ 36.57 15.82 GROUP 4 $ 36.71 15.82 GROUP 5 $ 36.93 15.82 GROUP 6 $ 37.04 15.82 GROUP 7 $ 37.16 15.82 FOOTNOTES: http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 6 of 21 PREMIUM PAY of $3.75 per hour shall be paid on all power equipment operator work at Camp Pendleton, Point Arguello, and Vandenburg AFB. Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes Toed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator) ; Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes Toed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant) ; Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types) ; Skiploader (wheel type up to 3/4 yd. without attachment) ; Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer) ; Equipment greaser (rack) ; Ford Ferguson (with dragtype attachments) ; Helicopter radioman (ground) ; Stationary pipe wrapping and cleaning machine operator GROUP 4 : Asphalt plant fireman; Backhoe operator (mini-max or similar type) ; Boring machine operator; Boxman or mixerman (asphalt or concrete) ; Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable) ; Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum) ; Equipment greaser (grease truck) ; Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel) ; Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting) ; Screed operator (asphalt or concrete) ; Trenching machine operator (up to 6 ft. ) ; Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift) . GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type) ; Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type) ; Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' http://frwebgate4.access.gpo.gov/cgi-bin/wai sgate.cgi?WAI SdocID=476209 1 1 2 1 7+0+0+... 12/12/2007 WAIS Document Retrieval Page 7 of 21 maximum) ; Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed) , Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt) ; Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar) ; Micro tunnel system (below ground) ; Pavement breaker operator (truck mounted) ; Road oil mixing machine operator; Roller operator (asphalt or finish) , rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck) ; Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds. ) ; Slip form pump operator (power driven hydraulic lifting device for concrete forms) ; Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types) ; Tugger hoist operator (1 drum) ; Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing) ; Asphalt paving machine operator (Barber Greene or similar type) ; Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd. ) , small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work) ; Compactor operator (self-propelled) ; Concrete mixer operator (paving) ; Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum) ; Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types) ; Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type) ; Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type) ; Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck) ; Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck) ; Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit) ; Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds. ) ; Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine) ; Tractor operator (boom attachments) , Traveling http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 8 of 21 pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating) ; trenching Machine with Road Miner attachment (over 6 ft depth capacity) : Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum) ; Dual drum mixer, dynamic compactor LDC350 (or similar types) ; Monorail locomotive operator (diesel, gas or electric) ; Motor patrol-blade operator (single engine) ; Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat. ) ; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck) , Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds. ) ; Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified. GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum) ; Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine) ; Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) ; Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional) ; Wheel excavator operator (over 750 cu. yds. ) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=476209 1 1 2 1 7+0+0+... 12/12/2007 WAIS Document Retrieval Page 9 of 21 engine-up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck) ; Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 10 of 21 GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes Toed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type) ; Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type) ; Lift mobile operator; Lift slab machine operator (Vagtborg and similar types) ; Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type) ; Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc) ; Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc) ; Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity) ; Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity) ; Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity) ; Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds. , M.R.C. ) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc) ; Derrick barge operator (over 25 tons up to and including 50 tons mrc) ; Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc) ; K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc) ; Derrick barge operator (over 50 tons up to and including 100 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 11 of 21 and including 100 tons mrc) , Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C. ) ; Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc) ; Derrick barge operator (over 100 tons up to and including 200 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc) ; Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc) ; Derrick barge operator (over 200 tons up to and including 300 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc) ; Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons) ; Derrick barge operator (over 300 tons) ; Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons) ; Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4 : Bit sharpener; Equipment greaser (grease truck) ; Slip form pump operator (power-driven hydraulic lifting device for concrete forms) ; Tugger hoist operator (1 drum) ; Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd. ) ; Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types) ; Mucking machine operator (1/4 yd., rubber-tired, rail or track type) ; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type) ; Pneumatic heading shield (tunnel) ; Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum) ; Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGI0012-004 08/01/2006 Rates Fringes Power equipment operators: (DREDGING) http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 12 of 21 (1) Leverman $ 39.65 15.30 (2) Dredge dozer $ 35. 18 15.30 (3) Deckmate $ 35.07 15.30 (4) Winch operator (stern winch on dredge) $ 34.52 15.30 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand $ 33.98 15.30 (6) Barge Mate $ 34.59 15.30 IRON0002-004 07/01/2007 Rates Fringes Ironworkers: Fence Erector $ 29.62 20. 915 Ornamental, Reinforcing and Structural $ 30.51 20. 915 PREMIUM PAY: $3. 00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $2.00 additional per hour at the following locations: Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $1.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-001 07/01/2007 Rates Fringes Brick Tender $ 25.47 13.25 LAB00300-003 07/01/2007 Rates Fringes LABORER: Gunite GROUP 1 $ 27.79 16. 62 GROUP 2 $ 26.84 16.62 GROUP 3 $ 23.30 16. 62 Laborer: Tunnel GROUP 1 $ 29.04 13.54 GROUP 2 $ 29.36 13.54 GROUP 3 $ 29.82 13.54 GROUP 4 $ 30.51 13.54 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 13 of 21 Laborers: GROUP 1 $ 24.63 13.25 GROUP 2 $ 25.18 13.25 GROUP 3 $ 25.73 13.25 GROUP 4 $ 27.28 13.25 GROUP 5 $ 27.63 13.25 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks) ; Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement) ; Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition) ; Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small) ; Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender) ; Septic tank digger and installer(lead) ; Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 14 of 21 GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same) ; Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing) ; Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types) ; Concrete core cutter (walls, floors or ceilings) , grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person) , water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside) ; Swamper (brake person and switch person on tunnel work) ; Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 15 of 21 agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc. ) ; Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine) ; Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house) ; Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person LAB00300-008 08/01/2007 Rates Fringes Plaster Clean-up Laborer $ 24 . 90 13.20 Plasterer tender $ 27.45 13.20 Work at Military Bases - $3.00 additional per hour: Coronado Naval Amphibious Base, Fort Irwin, George AFB, Marine Corps Air Station-29 Palms, Imperial Beach Naval Air Station, Marine Corps Logistics Supply Base, Marine Corps Pickle Meadows, Mountain Warfare Training Center, Naval Air Facility-Seeley, North Island Naval Air Station, Vandenberg AFB. LAB00882-002 01/01/2007 Rates Fringes Asbestos Removal Laborer $ 24 .15 11.75 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LAB01184-001 07/01/2007 Rates Fringes Laborers: (HORIZONTAL http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 16 of 21 DIRECTIONAL DRILLING) (1) Drilling Crew Laborer. . .$ 25.44 8.81 (2) Vehicle Operator/Hauler.$ 25.61 8.81 (3) Horizontal Directional Drill Operator $ 27.46 8.81 (4) Electronic Tracking Locator $ 29.46 8.81 Laborers: (STRIPING/SLURRY SEAL) GROUP 1 $ 26.39 11.47 GROUP 2 $ 27. 69 11.47 GROUP 3 $ 29.70 11.47 GROUP 4 $ 31.44 11.47 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc. ) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment PAIN0036-001 07/01/2007 Rates Fringes Painters: (Including Lead Abatement) (1) Repaint $ 25.20 8. 14 (2) All Other Work $ 28. 47 8. 14 REPAINT of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 17 of 21 as part of hotel service, and sports facilities, tenant improvement work not included in conjunction with the construction of the building and all repainting of tenant improvement projects. PAIN0036-008 10/01/2007 Rates Fringes DRYWALL FINISHER/TAPER $ 31. 64 10.87 PAIN0036-015 06/01/2007 Rates Fringes GLAZIER $ 33.30 13.53 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up PAIN1247-002 10/01/2007 Rates Fringes SOFT FLOOR LAYER $ 29.35 7. 99 PLAS0200-008 01/01/2005 Rates Fringes PLASTERER $ 28.29 7.46 FORT IRWIN; GEORGE AIR FORCE BASE; MARINE CORPS AIR STATION 29 PALMS, AND MARINE CORPS LOGISTICS SUPPLY BASE: $3.00 additional per hour. PLAS0500-002 07/01/2007 Rates Fringes CEMENT MASON/CONCRETE FINISHER. . .$ 28.00 16.45 PLUM0016-002 07/01/2007 Rates Fringes Plumber, Pipefitter, Steamfitter (1) Work on strip malls, light commercial, tenant improvement and remodel work $ 26.21 12.88 (2) Work on new additions and remodeling of bars, restaurants, stores and commercial buildings, not to exceed 5, 000 sq. ft. of floor space $ 32.84 14.20 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=476209 1 1 2 1 7+0+0+... 12/12/2007 WAIS Document Retrieval Page 18 of 21 (3) All other work $ 33.86 15.16 (4) Work at Edwards AFB and George AFB $ 38.36 15. 16 (5) Work at Fort Irwin Army Base, Marine Corps Logistic Base at Nebo, Marine Corps Logistic Base at Yermo and Twenty-Nine Palms Marine Base $ 40.86 15.16 PLUM0345-001 07/01/2007 Rates Fringes Plumbers Landscape/Irrigation Fitter.$ 25.18 12.66 Sewer & Storm Drain Work. . . .$ 22. 99 14.20 R00F0036-002 08/01/2007 Rates Fringes ROOFER $ 29. 90 7.27 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. SFCA0669-009 01/01/2007 Does not include the northern part of the City of Chino, or the Cities of Montclair and Ontario Rates Fringes SPRINKLER FITTER (Fire Sprinklers) $ 30.00 14. 15 * SFCA0709-004 09/01/2007 THE NORTHERN PART OF THE CITY OF CHINO, AND THE CITIES OF MONTCLAIR AND ONTARIO: Rates Fringes SPRINKLER FITTER (Fire) $ 35.68 18.50 SHEE0105-003 08/01/2007 LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395) , MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes Sheet metal worker (1) Commercial - New Construction and Remodel http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAI SdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 19 of 21 work $ 36.08 14.36 (2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort. . .$ 30.86 19.82 TEAM0011-002 07/01/2007 Rates Fringes Truck drivers: GROUP 1 $ 25.44 17.39 GROUP 2 $ 25.59 17.39 GROUP 3 $ 25.72 17.39 GROUP 4 $ 25. 91 17.39 GROUP 5 $ 25.94 17.39 GROUP 6 $ 25. 97 17.39 GROUP 7 $ 26.22 17.39 GROUP 8 $ 26.47 17.39 GROUP 9 $ 26.67 17.39 GROUP 10 $ 26. 97 17.39 GROUP 11 $ 27.47 17.39 GROUP 12 $ 27. 90 17.39 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, Fort Irwin, George AFB, Marine Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds. ; Dumperete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person) ; Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 20 of 21 vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments GROUP 12: Boom Truck 17K and above WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2. ) and 3. ) should be followed. http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+... 12/12/2007 WAIS Document Retrieval Page 21 of 21 With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2. ) If the answer to the question in 1. ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3. ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4 . ) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=47620911217+0+0+.., 12/12/2007 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #ASBESTOS WORKER,HEAT AND FROST INSULATOR DETERMINATION: SC-3-5-1-2007-1 ISSUE DATE:August 22,2007 'EXPIRATION DATE OF DETERMINATION December 31,2007••The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts into now.Contact the Division of Labor Statistics and Research at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly And Holiday Payments Hourly and Rate Welfare Rate 1 1/2x 2x 1 1/2x 2x Holiday Mechanic '34 42 h5.54 5.06 2.59 0.24 - 8 47.85 `65.06 82.27 d65.06 82.27 '82.27 DETERMINATION:SC-3-5-3-2007-1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:December 31,2007••The rate to be paid for work performed after this date has been determined. If work will extend past this late,the new rate must be paid&should be incorporated in contracts entered into now.Contact the Division of Labor Statistics&Research for specific rates at(415)703-4774. Hazardous Material Handler Mechanic h 19.50 x2.70 4.06 - 0.22 - 8 26.48 36.23 - 36.23 - 836.23 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. Includes 8%of employees gross wage for dues/service fee check-off plus$0.75 for supplemental dues. Occupational Health and Research and Mortuary Fund included in Health and Welfare. Rate applies to the first 2 overtime hours. Applies to all daily overtime hours on maintenance and asbestos abatement projects. Rate applies to first 8 hours worked on new construction. Applies to all Saturday hours on maintenance and asbestos abatement projects. $116.69 per hour for work on Labor Day. For maintenance and asbestos abatement projects,Sundays may be worked at the time and one half rate,but holidays are paid at the double time rate. Maintenance work in excess of 60 hours in a week is at double time rate. Includes 23¢for medical monitoring in compliance with industry regulations procedures and$0.12 for Occupational Health Plan g$65.48 per hour for work on Labor Day. Includes 8%of employees gross wage for dues/service fee check-off plus$0.18 for supplemental dues. Vote: Asbestos removal workers must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926 58,the California Labor Code 6501.5 and the California Code of Regulations,Title 8,Section 5208. Contractors must be certified by the Contractors'State License Board and registered with the Division of Occupational Safety and Health(DOSH). For further information,contact the Asbestos Contractors Abatement Registration Unit,DOSH at(415)703-5191. 2ECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You nay obtain the holiday provisions for the current determinations on the Internet at http.//www dir ca gov/DLSR/PWD. Holiday provisions for current or superseded !eterminations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to ach worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. ravel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 3 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FENCE BUILDER(CARPENTER) DETERMINATION: SC-23-31-20-2005-1 ISSUE DATE:August 22,2005 EXPIRATION DATE OF DETERMINATION:June 30,2006* Effective until superseded by a new determination issued by the Department of Industrial Relations. Contact the Division of Labor Statistics&Research at(415)703-4774 for new rates after 10 ten days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kenn,Los Angeles,Mono,Orange,Riverside, San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Training Hours Total Daily Saturday' Sunday (Journeyperson) Hourly and and and Hourly and Rate Welfare Holiday Other Rate 1 1/2Xb 2X 1 1/2X Holiday Fence Builder $27.07 3.95 $1.11 $2.01 $0.21 8 $34.35 $47.885 $61.42 $47.885 $61.42 a Saturdays in the same work week may be worked at straight-time if job is shut down during the normal workweek due to inclement weather,or reasons beyond the control of the employer. b Rate applies to the first 4 overtime hours. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 3A GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT FOR COMMERCIAL BUILDING,HIGHWAY,HEAV CHAPTER 1773 1 CONSTRUCTION AND DREDGING PROJECTS CRAFT: 0 CARPENTER AND RELATED TRADES DETERMINATION:SC-23-31-2-2007-2 ISSUE DATE: August 22.2007 EXPIRATION DATE OF DETERMINATION:June 30,2008••The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts into now.Contact the Division of Labor Statistics and Research at(415)703-4774. LOCALITY: All localities within Imperial,Inyo.Kern,Los Angeles.Mono.Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments straight-Time Overtime Hourly Rate Total Daily g Saturday Sunday Classification Basic Health }{Drily and (Jouunrype rson) Hourly and Vacation/Rate Welfare Pension Holiday Training Other Hours Rate I I/2X 1 1/2X Holiday a AREA I Carpenter`,Cabinet Installer,Insulation Installer,Hardwood Floor Worker, Acoustical Installer 535.51 53.95 $1.61 53.21' S0.40 $0.29 8 $44.97 $62.725 $62.725 48 Pile Driverman`,Derrick Bargeman, Rockslinger,Bridge or Dock Carpenter, Cable Splicer 35.64 3.95 1.61 3.21' 0.40 0.29 8 45.10 62.92 62.92 80.74 Bridge Carpenter` 35.64 3.95 1.61 3.21' 0.40 0.29 8 45.10 62.92 62.92 80.74 Shingler` 35.64 3.95 1.61 3.211 0.40 0.29 8 45.10 62.92 62.92 80.74 Saw Filer 35.60 3.95 1.61 3.21' 0.40 0 29 8 45.07 62.875 62.875 80.68 Table Power Saw Operator 35.61 3.95 1.61 3.211 35.76 3.95 1.61 3.21' 0.40 0.29 8 45.22 63.10 63.10 80.98 Roof Nailer i Power Stapler 0.40 0.29 8 34.41 46.885 46.885 59.36 Roof Loader of Shingles 27.46 3.95 1.61 3.21' 27.46 3.95 1.61 3.21" 0.40 0.29 8 36.92 50.65 50.65 64.38 Millwright`Builder 0.40 0.29 8 45.47 63.475 63.475 81.48 Head 36.01 3.95 1.61 3.21' 35.74 3.95 1.61 3.21' 0.40 0.29 8 45.20 63.07 63.07 80.94 Rock r emaor 0.40 0.29 8 45.00 62.77 62.77 80.54 Rock Bargeman or Scowman 35.54 3.95 1.61 3.21' e 7928 3.95 1.61 3.211 0.40 0.29 8 88.74 128.38 128.38 168.02 Diver,Wet(Up To 50 Ft.Depth)d e 1 0.40 0.29 8 49.10 68.92 68.92 88.74 d 39.64 3.95 1.61 3.21 Diver'sTendeBy) 0.40 0.29 8 48.10 67.42 67.42 86.74 Diver's Tender d 38.64 3.95 1.61 3.21' Assistant Tender(Diver's)d 35.64 3.95 1.61 3.21" 0.40 0.29 8 45.10 62.92 62.92 80.74 a AREA 2 Carpenter'.Cabinet Installer,Insulation Installer,Hardwood Floor Worker, 0.40 0.29 8 44.40 61.87 61.87 79.34 Acoustical Installer 35.07 3.95 1.61 3.21" 35.07 3.95 1.61 3.21" 0.40 0.29 8 44.53 62.065 62.065 79.60 Shingle!'" 0.40 0.29 8 44.49 62.005 62.005 79.52 Saw Filer 35.03 3.95 1.61 3.211 Table Power Saw Operator 35.04 3.95 1.61 3.21` 0.40 029 8 44.50 62.02 62.02 79.54 Pneumatic Nailer or Power Stapler 35]9 3.95 1.61 3.211 0.40 0.29 8 44.65 62.243 62.245 79.84 Roof Loader of Shingles 24.55 3.95 1.61 3.21" 0.40 0.29 8 34.01 46.285 46.285 58.56 DETERMINATION: SC-31-741-1-2003-1 ISSUE DATE:February 22,2003 EXPIRATION DATE OF DETERMINATION:May 31,2003•Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial.Inyo,Kern,Los Angeles,Mono,Orange.Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate b Holiday (lourneyperson) Classification Basic Health Pension Vacation/ Training Hours Total Daily Saturday/ Hourly and Holiday Hourly Sunday Rate Welfare Rate l l/2x I1/2x 2X 52.60 52.60 68.02 37.18 52 37. Terrazzo Installer 530.84 2.45 1.01 2.88f 8 . 42.85 55.02 Terrazzo Finisher 24.34 2.45 1.01 2.88f - 8 30.68 42.85 ,i Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. a AREA I-Imperial,Los Angeles,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. AREA 2-Inyo,Kern,and Mono counties. For Bridge Carpenter.Scaffold Builder.Pile Driverman,Derrick Bargeman,Rockslinger.Bridge or Dock Carpenter,Cable Splicer.Millwrigehst,Head Rockslinger,Rock Bargeman or Scowman,Diver,Wet(Up to 50 Ft.Depth),Diver(Stand-By),Diver's Tender,and Assistant Tender(Diver's)rates,please see Area I as this rate applies 2 as well. Basic Hourly Rates for Area 2 include an additional amount deducted for vacation/holiday. b First eight(8)hours worked paid at 1 1/2 times the straight time rate,all hours after that paid at double(2x)the straight time rate. Saturdays in the same work week may be worked at straight- time rates if a job is shut down during the normal work week due to inclement weather,major mechanical breakdown or lack of materials beyond the control of the Employer. c When performing welding work requiring certification,classification will receive an additional$1.00 per hour. d Shall receive a minimum of 8 hours pay for any day or part thereof. e For specific rates over 50 ft depth,contact the Division of Labor Statistics and Research. Rates for Technicians,Manifold Operators,Pressurized Submersible Operators,Remote Control Vehicle Operators,and Remote Operated Vehicle Operators,as well as rates for Pressurized Bell Diving and Saturation Diving are available upon request. f Includes an amount for supplemental dues. g All overtime worked Mon-Fn shall be paid at 1 1,2 times the straight time rate for the first four(4)hours and double(2x)the straight time for work performed after twelve(12)hours. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid.shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current , determinations on the Internet at http://www.dir.ca.gov/DLSRPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYM ENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall m atrrav travel o for subsistence LPWD.c payments or sash works to at execute the work You may obtain the travel requirements for current r superseded determinations msay be obtained byscont contacting the tPrevailing Wage Unitt at(415)t 703-4774. b 4 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT MMERCIIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING AND DREDGING PROJECTS FOR C CRAFT: MODULAR FURNITURE INSTALLER(CARPENTER) INTERIM DETERMINATION: SC-23-31-16-2005-1 ISSUE DATE: August 22,2005 EXPIRATION vas on of Labor DATE OF DETERMINATION:Research at 15)703 4774 forr new rates after 10 days from the expiration date,aif issued by the subsequent determination ionrisissued.' Relations. Contact t e D LOCALITY: All Localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time t-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours io al Daily 6's Workday 7;orkday/ (Joumeyperson) Hourly and Holiday' Payments Ratey 1l/2X` 1 l/2X` 2X Rate Welfare MODULAR INSTALLER $18.86 $24.86 $24.86 30.86 Installer III $12.00 $3.95 $1.11 $1.80 - - Installer II 13.00 3.95 1.11 1.80 8 19.86 26.36 26.36 32.86 Installer I 15.00 3.95 1.11 1.80 8 21.86 29.36 29.36 36.86 Lead Installer 17.00 3.95 I.11 1.80 8 23.86 32.36 32.36 40.86 TRAINEE" 8 15.45 20.30 20.30 25.15 Trainee l° 6 Months 9.70 3.95 - 1.80 21.05 21.30 26.15 10.20 3.95 1.80 8 15.95 Trainee and 6 Months Trainee 3`d 6 Months 10.70 3.95 - 1.80 - - 8 16.45 21.80 21.80 27.15 - 22.55 22.55 28.15 Trainee 4`"6 Months 11.20 3.95 1.80 8 16.95 a) Includes an amount for Supplemental Dues. ,b)A trainee upgrade will occur every 6 months from his/her start date,provided the trainee has completed e day. 6 ooh hours daily work since is peed atttup Workday/Holiday rate. c)Rate applies to the first 4 daily overtime hours and the first 12 hours on a sixth(6th) y RECOGNIZED HOLIDA to Holidays craft,classification, or type hourly wage rate for employed on the project,which is on file with all holidays in the Director of Industrial Relations. bargaining agreement,applicable •W[f the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of e You Government nt Code. determinations m y iithe may olid obtained provisions io s for the current the Prevailing tr Wage Unit et Internet 7034774%�v dir.ca.gov/DLSR/PWD. Holiday provisions for TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 4A GENERAL T TO CALIFORNIA ALABO CODE PART DETERMINATION, THE ARTICLET2,,SECTIONS 1770,1773 E AND 1773.1 PURSUANT COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:#DRYWALL INSTALLER/LATHER(CARPENTER) DETERMINATION:SC-31-X-41-2007-2 ISSUE DATE:August 22.2007 EXPIRATION DATE OFRa l c nt rinto if work will extend past this date,the new rte m st be paid and should be incorporated in contracts entered now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hcgly.Rates lth Pension Vacation/ Training Other Hours Total Daily Saturday Sunday Classification Basic Hea Hourly and (Joumeyperson) Hourly and Holiday' Rate Welfare Rate l l/2Xb 11/2Xb Holiday 2X Drywall Installer/ Lather $35 51 $3.95 $1.61 $3.21 $0.40 $0.52 8 $45.20 $62.955 $62.955 $80.71 DETERMINATION:SC-31-X-41-2007-1A ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMMINATION:June 30,2008*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Stocker,Scrapper $10.00 $3.95 $2.21 $0.40 8 $16.56 $21.56 $21.56 $26.56 - #Indicates an apprenticeable craft.Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount per hour worked for supplemental dues. b Rate applies to the first 4 daily overtime hours and to the fust 8 hours on Saturday. All other overtime will be paid the Sunday and Holiday double time rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal work week due to inclement weather. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.aov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at httn://www.dir.ca.govIDLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 5 GENERAL PREVAILING CALIFORNIA ALA OR CODE ARTT DETERMINATION,CHAPTER 1,ARTICLET2,,SECTIONS ONS 17 0,17733 AND 1773.1 PURSUANT TO FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #ELEVATOR CONSTRUCTOR DETERMINATION:SC-62-X-999-2007-1 ISSUE DATE:February 22,2007 EXPIRATION DATE OF DETERMINATION:July 8,2007*Effective until superseded by a new determination issued by the Department of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial,Los Angeles,Orange,Riverside,San Diego,Santa Barbara and Ventura counties. 'Portions of Kern,San Bernardino and San Luis Obispo counties are detailed below. Employer Payments Straight-time Overtime Hourly Rate Classification Basic Health Pension' Vacation/ Training Other Hours Total Daily" Saturday" S nayb Holiday Payments Hourly (Journeyperson) Ho and Rate 1 '/2X 1 'hX Holiday Rate e Welfare Mechanic 541.265 8.275 6.06 2.48 0.55 0.18 8 $58.81 $79.44 $79.44 5100.075 Mechanic(employed in industry more than 0.55 0.18 8 $59.63 $80.26 $80.26 $100.895 5 years) $41.265 8.275 6.06 3.30 Helper` $28.89 8.275 6.06 1.73 0.55 0.18 8 545.685 $60.13 $60.13 $74.575 Helper(employed in industry more than 5 years)` $28.89 8.275 6.06 2.31 0.55 0.18 8 546.265 $60.71 $60.71 $75.155 # Indicates an apprenticeable craft.Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. a Applies to that portion of these counties south of the Tehachapi Line.For more information contact the Division of Labor Statistics and Research. b For paid holidays recognized in the collective bargaining agreement,employees are paid for 8 hours at straight time in addition to the Holiday rate for all hours worked. Ratio:The total number of Helpers employed shall not exceed the number of Mechanics on any one job. For more information on the use of Helpers,contact the Division of Labor Statistics and Research. "For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate. ` Includes an amount for Annuity Trust Fund. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the Internet at www.dir.ca.gov.Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 6 GENERAL PREVAILING CALIFORNIA ALABOR CODE DETERMINATION CHAPTER 1,ARTICLE 2,SECTIONS ONS 17 01 1773 AND 1773.1 PURSUANT TO FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #OPERATING ENGINEER DETERMINATION: SC-23-63-2-2007-1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: should co for work performed date will extend date,the new rate must be p and be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research fo spec fcratesat(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Hourly Daily Saturday Pa Rate (c) Holiday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Y 1 1/2X I 1/2X 2X Classification Groups(b) 4.55 2.82 0.65 0.15 8 $49.620 $66 445 $66-445 583.270 Group 2 34 43 7.80 8 $50.400 $67.615 $67.615 $84.830 Group 2 34.43 7.80 4.55 2.82 0.65 0.15 4.55 2.82 0.65 0.15 8 $50.690 $68.050 $68.050 $85.410 Group 3 36.22 7.80 7 $52.180 $70.285 $70.285 $88.390 .80 4.55 2.82 0.65 0.15 8 Group 4 36.21 Group 8 36.54 7.80 4.55 2.82 0.65 0.15 8 $52.400 $70.615 $70.615 $88.830 4.55 2.82 0.65 0.15 8 $52.510 $70.780 $70.780 $89.050 Group 8 36.66 7.80 8 $52.630 $70.960 $70.960 $89.290 Group 10 36.66 7.80 4.55 2.82 0.65 0.15 8 $52.800 $71.215 $71.215 $89.630 36.83 7.80 4.55 2.82 0.65 0.15 8 $52 900 $71,365 $71.365 $89.830 Group 12 2 82 0.65 0.15 Group 13 36.9 7.80 4.55 4.55 2.82 0.65 0.15 8 $52.930 $71.410 $71.410 ¶89.890 Group 14 37.04 6 7.80 8 $53.010 $71.530 $71.530 $90.050 Group 15 37.04 7.80 4.55 2.82 0.65 0.15 7.80 4.55 2.82 0.65 0.15 8 $53.130 $71.710 $71.710 $90.290 Group 17 37.333 7.80 4.55 2.82 0.65 Group 17 37. 6 0.15 8 $53.300 $71.965 $71.965 $90.630 Group 18 37.43 7.80 4.55 2.82 0.65 0.15 8 $53.400 $72.115 $72.115 $90.830 Group 19 37.54 7.80 4.55 2.82 0.65 0.15 8 $53.510 $72.280 $72.280 ¶91.050 8 $53.630 $72.460 $72.460 $91.290 Group 20 37.66 7.80 4.55 2.82 0.65 0.15 8 $53.800 $72.715 $72.7!5 $91.630 Group 21 37.83 7.80 4.55 2.82 0.65 0.15 8 $53.900 $72.865 $72.865 591.830 Group 22 37.93 7.80 4.55 2.82 0.65 0.15 38.04 7.80 4.55 2.82 0.65 0.15 8 $54.010 $73.030 $73.030 $92.050 Group 23 $54.130 $73.210 $73.210 $92.290 Group 24 38.16 7.80 4.55 2.82 0.65 0.15 8 38.33 7.80 4.55 2.82 0.65 0.15 8 $54.300 $73.465 $73.465 $92.630 Group 25 4 Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. For classifications within each group,see pages 8 and 9. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. VOTE:For Special Shift and Multi-Shift,see pages 9A and 9B. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing -ate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You nay obtain the holiday provisions for the current determinations on the Internet at http:!/www dir.ca.gov/DLSR/PW D. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. rRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http.//www.dir ca.gov/DLSR/PW D. Travel and/or ubsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 7 DETERMINATION: SC-23-63.2-2007-1 CLASSIFICATIONS: Hydrographic Seeder Machine Operator(straw.pulp or seed) Bargeman Jackson Track Maintainer,or similar type Bargeman Kalamazoo Switch Tamper.or similar type CraRcman Machine Tool Operator Compressor h.with scat Magumis Internal Full Slab Vibrator Elevator itch.with scat Inor side similar type equipment Mechanical Berm.Curb or Gutter(concrete or asphalt) Engmtor Operrtor-Insdc Mechanical Finisher Operator(concrete.Clary-Johnson-Bidwell or similar) Fogineer Oiler Micro Tunnel System Operator(below ground) Generator Forklift Operator(includes loaf,lull or sunder types-wider 5 tons) Pavement Breaker Operator Gea Opmator Road Oil Mixing Machine Operator Generator.a y Duty Pump or an Helper Plant Operator Roller Operator(asphalt or finish) Pump Duty torpairman Helper Rubber-Tired Earthmoving Egnpmemt(single engine.up to and including 25 yds.struck) Pump Operator Self-Propelled Tar Pipelining Mach Operator Sitchman Machine Operator Operator(crawler and wheel type.over 3/4 yds.and up to and mcludmg 1 1/2 yds.) Switchman Slip Form Pump Operator(power driven hydraulic lifting device for concrete forms) Tractor Operator-Bulldozer.Tamper-Scraper(single engine,up to 100 H .fly veel and Asphalt-Rubber Plant Operator(Nurse Tank Operator) similar types,up to and including D-5 and similar types) Tugger Hoist Operator(I dram) Concrete Mixer Operator-Skip Type Ultra High Pressure Waterjet Cutting Tool System Operator Conveyor Operator Vacuum Blasting Machine Operator Fireman Volume Mew Operator Forklift Operator(includes Toed,lull or swilar ty pes-over 5 tons) Welder-General Hydrostatic Pump Operator Oiler Crusher(Asphalt or Concrete Plant) f:RO11P 71for mdti-shift rata see pane 9�j, Rill Side Dump la Machine Welder-General(Multi-Shift) Rill Side Dump Jack Rotary Drill Helper(Oilfield) GROUP 8 Screening and Conveyor Machine Operator(or similar types) Asphalt or Concrete Spreading Operator(tamping or finishing) Tarot Fireman(Wheel type tip to 7/4 yd.without attachment) Asphalt Paving Machine Operator(barber green or similar type) Tar Pot Fireman Asphalt-Rubber Distributor Operator Temporary Heating Plant Operator Backhoe Operator(up to and including 3/4 yds.)small ford,case or similar Trenching Machine Oiler Backhoe Operator(over 3/4 yd and up to 5 cu.yds.M.R.C.) Cast m Place Pipe Laying Machine Operator GROUP 3 Combination Mixer and Compressor Operator(gunite work) Asphalt or similar r type Operator Compactor Operator-Self Propelled Bobcat a nmilar type(Skid Steer) Concrete Mixer Operator-Paving Equipment Greaser(rack) Crushing Plant Operator Ford Ferguson(with dragtype attachments) Drill Doctor Helicopter Radio ma (ground) Drilling Machine Operator,Bucket or Auger types(Calweld 150 bucket or similar types- Stationary Pipe Wrapping and Cleaning Machine Operator Watson 1500,2000.2500 auger or similar types-Texoma 700,800 auger or similar types- drilling depth of 60'maximum) GROUP! Elevating Grader Operator Asphalt Plant Fireman Excavator TrackiRubber•7ired(Operating Weight 21,000 lbs-10.0001M) Backfire Machine (mini-max Operator or similar type) Global Positioning System/GPS(or Technician) Boning Machine Operates � Grade Checker Boring System Electronic Tracking Locator Gradell Operator Borman or Mixerman(asphalt or concrete) Grouting Machine Operator Con Spreading Machine Operator Heavy Duty Repairman/Pump Installer Concrete Cleaning top O Decontamination Machine Operator Heavy Equipment Robotics Operator Concrete Pump Operator(small portable) Kalamazoo Balliste Regulator or similar type Drilling Machine Operator,Small Auger types(Texoma Super Ecooanauc.or similar types-Hughes I W Loader and similar type or 200,or similar types-drilling depth of 30 maximum) Le Tonneau Kolman Belt It Blob Compactor or similar type Equipment Greaser(grease truck) Loader Operator(Ailey.Euclid,Sierra and similar types) Guard Ra Track/Rubber-Tired rDriver (Operawg weight under 21,000 Ibs) Master Environmental Maintenance Mechanic Guard to C Post ay Si Operator Mobark Chipper or similier types Hvdra.H Cableway Signalman Ozre Padder or similar types Hydn•Harrmer-Aero Stamper p.C.490 Slot Saw Micro Tunneling Operator(above ground tunnel) type) Pneumatic Concrete Placing Machine Operator(Hackle.-Presswell or similar Power Concrete Curing Machine Operator Pumperete Gm Operator Power-Drivers Saw Operator Power-Driver Jumbo Form Setter Operator Rock Drill or Smiler Types(see Miscellaneous Provision 44 for additional information Power Sweeper Operator regarding this classification) Rock Wheel Saw/Trencher Rotary Drill Operator(excluding raison type) tt Roller Operator(compacting) Rubber-Tired Earth Moving Equipment Operator(single engine.catcrpolar,cutlid,attic. Screed Operator(asphalt or concrete) wagon.and similar types with any and all attachments over 25 yds and up to and including 50 Vacuum Muck T Operator(up to 6ft.) Cu.yds.struck) Rubber-Tired Earth Moving Equipment Operator(multiple engine-up to and including 25 Vacuum or Muck Truck yds struck) GROUP 5 Ike multi-shift rate.see crave 9B1 Rubber-Tired Scraper Operator(self-loading paddle wheel type-John Deere.1040 and similar single unit) Equipment Greaser(Grease Tmck/Mulu-Shift) Self-Propelled Curb and Gutter Machine Operator Shuttle Buggy Articulating Material Hauler .R04 6 Skrploader Operator(crawler and wheel rape over I lit yds.up to and including 6 1/2 yds.) Soil Remiediarion Plant Operator(CMI.Emirotech or Similar) Batch Plant Operator Soil Stabilizer and Reclaimer(WR-2400) Batch Plant Operator Surface Heaters and Planer Operator Sharpener Tractor Compresses Drill Combination Operator Co ncrete Joint Machine Operator(canal and similar rape) Concrete Planer Operator Tractor Operator(any type larger than D-5-I00 Oyry eel H P and over.or similaz-bulldozer. tamper,scraper and push tractor.single engine) Dandy giner Trades Operator(boom attachments) Deck Enngine Operator Traveling Pipe Wrapping.Cleaning and Bending Machine Operator Deck Engineer Trenching Machine Operator lover 6 R depth copaciw.manufacturers rating) Drmckman(oilfield type) Drilling Machine Operator.Bucket or Auger types(Cahyeld ITN)bucket or similar types-Watson 1000 Trenching Machine with Road Miner Attachment(serer Eft depth capacity.manufacturer's auger or similar types-Texema 330.500 or 600 auger or similar types-drilling depth of 45'maximum) hung-Oiler or Journeyman Trainee required) Drilling Machine Operator(including water wells) Ultra High Pressure Watepet Caning Tool System Mechanic Water Pull Icompacuon) 8 DETERMINATION: SC-23-63-2-2007-1 GROUP 16 200,000 lbs) GROUP 9(foe mu-iN-shift•ti-S see ogee 9Bl Excavator Track/Rubber Tired(Operating Weight exceeding' Heavy Duty Repairman(Multi-Shift) Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System(single engine,over 50 yds.struck) GROUP 10 Operating Equipment with the Push-Pull Backhoe Operator(over 5 Cu.yds.M.R.C.) Rubber-Tired Earth Moving Equipment Operator,Open twig Drilling Machine Operator.Bucket or Auger types(Calweld 200 B bucket or similar types-Watson 3000 System(multiple engine,euclid,caterpillar,and similar,over 25 yds.and up to 50 yds. or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105'maximum) struck) Dual Drum Mixer GROUP 17 Dynamic Compactor LDC350 or similar types GROUP 17 Earth Moving Equipment Operator,Operating Equipment with the Push-Pull Heavy Duty Repairman-Welder motive Operator(diesel,gas System(multiple engine,euclid,caterpillar,and similar type,over 50 cu yds.struck) Monorail Patrol-Blade deg peeratorsingl ee gas or electric) Tandem Tractor Operator(operating crawler type tractors in tandem-Quad 9 and similar Motor Patrol-Bl Operator(single engine) type)Multiple Engine Tractor Operator(euclid and similar type-except quad 9 cat.) Pneumatic Pipe Ramming Tool and similar types GROUP!8 Pre-stressed Wrapping Machine Operator(2 Operators required) ator,Operating in Tandem(scrapers,belly ent Operator(single engine,over 50 yds.struck) Rubber-Tired Earth Moving Equipment Oper Rubber-Tired Earth Moving Eguipm Opel m ombination,excluding compaction units-single engine,up Rubber•Tired Earth Moving Equipment Operator(multiple engine,euclid caterpillar and similar-over 25 tdumps,and�similar yds.struck)a yds.and up to 50 yds.struck) Tower Crane Repairman over 6 1/2 yds) GROUP 19 Tractor Loader Operator(crawler and wheel-type Rotes GROUP Concrete Belt Operator Welder-Certified Operating in Tandem(scrapers,belly Woods Mixer Operator(and similar pugmill equipment) Rubber-Tired Earth Moving any combination,Operator,Oper 8 compaction units-single engine, dumps,and similar types in arty combination.excluding romper caterpillar,euclid athey wagon,and similar types with any and all attachments over 25 yds. GROUP 11 Repairman iman-multi-shift Welder see bane 9B1 and up to and including 50 cu.yds.struck) Heavy Duty Repairman-Welder Combination(Multi-Shift) a in Tandem(scrapers,belly Welder-Certified(Multi-Shift) Rubber-Tired similar Moving any combination,t on,excluding Oper compaction dumps,and similar types in arty combination,excluding compaction units-multiple engines, up to and including 25 yds.struck) GROUP 12 Auto Grader Operator GROUP 20 Automatic per Form(over 7 cu Rubber-Tired Earth Moving Equipment Operator,Operating in Tandem(savers,belly Backing Machine (pert o. yds.M.R.C.) dumps,and similar types in any combination,excluding compaction units-single engine, Drilling Machine Operaror,Bucket or Auger types(Calweld,auger 200 CA or similar types-watson, drilling depth of 175' over 50 yds struck) auger maximum)or similar types-hughes super duty,auger 200 or similar types- Operator,Operating in Tandem(scrapers,belly Rubber-Tired Earth Moving Equipment Opera Oper ring Eaxmum) dumps,and similar types in any combination,excluding compaction units-multiple engine, Hoe Ram i with Tired(Operating Weight 100,000 lbs.-200,000Ibs) euclid,caterpillar and smilar,over 25 yds and up to 50 yds.struck) Mass Ram Exor cavator tr O similar Operator-less than Drilling Machine Operator,Bucket or Auger types(Calweld,auger 200 CA or similar types- Mass Excavator Ora -less than 750 cu.yds. Mechanical Finishing Machine Operator GROUP 21 Mobile Form Traveler Operator Rubber-Tired R GROUP Earth Moving Equipment Operator.Operating in Tandem(scrapers,belly Motor Patrol Operator(multi-engine)aor dumps,and similar types in any combination,excluding compaction units-multiple engine, Rubber-Tired Mobile Machine Operator euclid,caterpillar and similar type,over 50 cu.yds.struck) Rubber-Teed Earth Moving Equipment Operator(multiple engine,euclid,caterpillar and similar type, over 50 cu yds.struck) Rubber-Tired Self-Loading Scraper Operator(paddle-wheel-auger type self-loading-(two(2)or more GROUP 22 Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Tandem units) Push-Pull System(single engine,up to and including 25 yds.struck) GROUP 13 Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System(single Rubber-Tired Tired Earth Moving Equipment Operator,Operating Equipment with Tim engine,up to and including 25 yds.struck) Push-Pull System(single engine,caterpillar,euclid,athey wagon,and similar types with any and all attachments over 25 yds.and up to and including 50 cu yds.struck) GROUP Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Tandem Canal Tinee(r Operator Push-Pull System(multiple engine,up to and including 25 yds.struck)Canal Trimmer Operator Remote Controlled Earth Moving Operator(E1 00 per hour additional to base rate) GROUP 24 Wheel Excavator Operator(over 750 cu.yds.per hour) Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Tandem Push-Pull System(single engine,over 50 yds.Struck) GROUP 15 Operating Equipment with the Tandem Rubber-Tired Tired Earth Moving Equipment Operator.similar types with any ndtalliattachments Push-Pull er System 5 yds(and pRPush-PulltSyystem(multiple Earth engme engine, caterpillar and similar, ver 25 yds.and up to 50 engine,caterpillar,euclid,athey wagon,and similar types yds struck) to and including 50 cu.yds.struck) Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System GROUP 25 (multiple engine-up to and including 25 yds.struck) Concrete Pump Operator-Truck Mounted Pedestal Concrete Pump Operator Rubber-Tired Earth Moving Equipment Operator,Operating Equipment with the Tandem Push-Pull System(multiple engine.euclid caterpillar and similar over 50 cu.yds struck) MISCELLANEOUS PROVISIONS: I Operators on hoists with three drums shall receive fifteen cents(I50)per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift All heavy duty repairman and heavy duty combination shall receive twenty-five cents(500)per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay 3 Employees required to suit up and work in a hazardous material environment,shall receive Two Dollars(S2 00)per hour in addition to their regular rate of pay,and that rate shall become the basic hourly rate of pay. 4 A review of rock drilling is currently pending. The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Dnller)as published on pages 13 and 14 of the Director's General Prevailing Wage Determinations However,the published rate for the craft/classification of Operating Engineer/Group 8(Rock Drill or Similar Types)may be used by contractors to perform rock drilling on public works projects. 9 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #OPERATING ENGINEER(Special Shift) DETERMINATION: SC-23-63-2-2007-1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008•' The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Hoourly Daily Saturday(d) Sunday/ Payments(]oumeyperson) Rate Welfare Holiday(a) Y 1 I/2X 1 1/2X 2X Classification Groups(b) 8 $50.120 867.195 $67.195 884.270 Group 1 $34 7.80 4.55 2.82 0.65 0.15 8 $50.900 $68.365 $68.365 $85.830 Group 2 34.93 93 7.80 4.55 2.82 0.65 0.15 Group 3 35.22 7.80 4.55 2.82 0.65 0.15 8 $51.190 $68.800 568.800 $86.410 Group 4 36.71 7.80 4.55 2.82 0.65 0.15 8 $52.680 $71.035 $71.035 $89.390 Group 6 36.93 7.80 4.55 2.82 0.65 0.15 8 $52.900 $71.365 $71.365 $89.830 Group 8 37.04 7.80 4.55 2.82 0.65 0.15 8 $53.010 $71.530 $71.530 $90.050 Group 10 37.16 7.80 4.55 2.82 0.65 0.15 8 $53.130 $71.710 871.710 $90.290 Group 12 37.33 7.80 4.55 2.82 0.65 0.15 8 $53.300 $71.965 $71965 $90.630 Group 13 37.43 7.80 4.55 2.82 0.65 0.15 8 $53.400 $72.115 $72.115 $90.830 Group 14 37.46 7.80 4.55 2.82 0.65 0.15 8 853.430 $72.160 $72.160 $90.890 Group 15 37.54 7.80 4.55 2.82 0.65 0.15 8 $53.510 $72.280 $72.280 $91.050 Group 16 37.66 7.80 4.55 2.82 0.65 0.15 8 553.630 $72.460 572.460 891.290 Group 17 37.83 7.80 4.55 2.82 0.65 0.15 8 $53.800 $72.715 $72.715 891.630 Group 18 37.93 7.80 4.55 2.82 0.65 0.15 8 $53.900 $72.865 572.865 591.830 Group 19 38.04 7.80 4.55 2.82 0.65 0.15 8 $54.010 $73.030 $73.030 $92.050 Group 20 38.16 7.80 4.55 2.82 0.65 0.15 8 $54.130 873.210 873.210 592.290 Group 21 38.33 7.80 4.55 2.82 0.65 0.15 8 $54.300 $73.465 $73.465 $92.630 Group 22 38.43 7.80 4.55 2.82 0.65 0.15 8 554.400 $73.615 873.615 $92.830 Group 23 38.54 7.80 4.55 2.82 0.65 0.15 8 854.510 $73.780 573.780 893.050 Group 24 38.66 7.80 4.55 2.82 0.65 0.15 8 854.630 $73.960 $73.960 $93.290 Group 25 38.83 7.80 4.55 2.82 0.65 0.15 8 554.800 874.215 874.215 $93.630 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. For classifications within each group,see pages 8 and 9. `Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 9A GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #OPERATING ENGINEER(Multi-Shift) DETERMINATION: SC-23-63-2-2007-1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008" The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours(e) Total Rate Daily ly Saturday(d) Holiday Payments(Joumeyperson) Rate Welfare Holiday(a) y 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $34.65 7.80 4.55 2.82 0.65 0.15 8 550.620 567.945 567.945 $85.270 Group 2 35.43 7.80 4.55 2.82 0.65 0.15 8 $51 400 $69.115 $69.115 386.830 Group 3 35.72 7.80 4.55 2.82 0.65 0.15 8 551.690 $69.550 $69.550 387.410 Group 4 37.21 7.80 4.55 2.82 0.65 0.15 8 553.180 $71.785 $71.785 590.390 Group 5 37.31 7.80 4.55 2.82 0.65 0.15 8 553.280 571.935 571.935 590.590 Group 6 37.43 7.80 4.55 2.82 0.65 0.15 8 $53.400 $72.115 572.115 $90.830 Group 7 37.53 7.80 4.55 182 0.65 0.15 8 553.500 572.265 $72.265 $91.030 Group 8 37.54 7.80 4.55 2.82 0.65 0.15 8 $53.510 572.280 $72.280 $91.050 Group 9 37.64 7.80 4.55 2.82 0.65 0.15 8 353.610 572.430 572.430 $91.250 Group 10 35.66 7.80 4.55 2.82 0.65 0.15 8 551.630 $69.460 569.460 $87.290 Group 11 37.76 7.80 4.55 2.82 0.65 0.15 8 $53.730 572.610 $72.610 591.490 Group 12 37.83 7.80 4.55 2.82 0.65 0.15 8 $53.800 572.715 $72.715 $91.630 Group 13 37.93 7.80 4.55 2.82 0.65 0.15 8 553.900 $72.865 572.865 591.830 Group 14 37.96 7.80 4.55 2.82 0.65 0.15 8 553.930 572.910 572.910 $91.890 Group 15 38.04 7.80 4.55 2.82 0.65 0.15 8 554 010 573.030 573.030 592.050 Group 16 38.16 7.80 4.55 2.82 0.65 0.15 8 554.130 573.210 573.210 592.290 Group 17 38.33 7.80 4.55 2.82 0.65 0.15 8 554.300 573.465 $73.465 592.630 Group 18 38.43 7.80 4.55 2.82 0.65 0.15 8 554.400 573.615 573.615 592.830 Group 19 38.54 7.80 4.55 2.82 0.65 0.15 8 554.510 573.780 573.780 593.050 Group 20 38.66 7.80 4.55 2.82 0.65 0.15 8 554.630 $73 960 573.960 593.290 Group 21 38.83 7.80 4.55 2.82 0.65 0.15 8 554.800 574.215 574.215 593.630 Group 22 38.93 7.80 4.55 2.82 0.65 0.15 8 554.900 574.365 574.365 593.830 Group 23 39.04 7.80 4.55 2.82 0.65 0.15 8 555.010 574.530 574.530 594.050 Group 24 39.16 7.80 4.55 2.82 0.65 0.15 8 555.130 $74.710 574.710 594.290 Group 25 39.33 7.80 4.55 2.82 0.65 0.15 8 555.300 574.965 574.965 594.630 #Indicates an apprenticeable craft Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. °Includes an amount withheld for supplemental dues. b For classifications within each group.see pages 8 and 9. `Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. °Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. `The Third Shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate.Monday thorugh Friday. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in tht collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.Eov!DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 9B GENERAL PREVAILING CALIFORNIA LABOR CODE PART PURSUANT TO 7,CHAPTER 1,ARTTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #DREDGER(OPERATING ENGINEER) DETERMINATION: SC-63-12-23-2006-1 ISSUE DATE:August 22,2006 EXPIRATION Relations. Contact DATE iv DETERMINATION:s and Research at(4 5)703 until for superseded w rates after 10 days from determination the expiration date,if no subsequent Relations. Contact the Division of Labor Statistics is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime.Hourly Bate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Hourly Hourly Daily Saturday Sunday Holiday ly and Holiday (Journeyperson) Rate Welfare Rate 1 1/2X 1 1/2X 2X 3X Chief Engineer,Deck Captain $36.65 780 4.05 '2.80 0.65 0.05 8 55.00 74.825 74.825 94.650 134.300 Leverman 39.65 . Watch Engineer,Welder,Deck-mate 35.07 7.80 4.05 '2.80 0.65 0.05 8 50.42 67.955 67.955 85.490 120.56 Winchman (Stern Winch on Dredge) 34.52 7.80 4.05 '2.80 0.65 0.05 8 49.87 67.130 67.130 84.390 118.910 Fireman-Oiler,Leveehand Deckhand(can operate anchor scow under direction of mate) Bargeman 33.98 7.80 4.05 '2.80 0.65 0.05 8 49.33 66.320 66.320 83.310 117.290 Dozer Operator 35.18 7.80 4.05 '2.80 0.65 0.05 8 50.53 68.120 68.120 85.710 120.890 Hydrographic Surveyor 35.94 7.80 4.05 '2.80 0.65 0.05 8 51.29 69.260 69.260 87.230 123.170 Barge Mate 34.59 7.80 4.05 '2.80 0.65 0.05 8 49.94 67.235 67.235 84.530 119.120 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount for supplemental dues. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http:/hwww•dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 10 GENERAL PREVAILINWAGE LABOR CODE PART I07 MADE THE ARTICLE OF SECTIONS 17 01 1773 RELATIONS PURSUANT PURSUANT TO CALIFORNIA FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer) DETERMINATION: SC-23-63-2-2007-1B ISSUE DATE: August 22,2007 this EXPIRATION rate DATE OF DETERMINATION:should be incorporated orpo ated i 20ont•acts entered Into for work Contact the Division onn of Labor Statistics been Research for pe specific at(415)703- date,the new rate must be paid and 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Straight-Time Overtime Hourly Rate Employer Payments Sunday/ Rate (c) Holiday CLASSIFICATION Basic Hourly Health and Pension Holiday(a) Training Paaments Hours Total Hourly Daily Saturday(d) Y (]oumeyperson) Rate Welfare 1 112 ttnx 2X Classification Groups(b) 4.55 2.82 0.65 0.15 8 $50.970 $68.470 $68.470 ¶85.970 $3578 7.80 8 $51.750 $69.640 $69.640 $87.530 Group l 7 80 4.55 2.82 0.65 0.15 Group 2 36.08 0.15 8 $52.040 $70.075 ¶70.075 $88.110 36.07 7.80 4.55 2.82 0.65 Group 3 4.55 2.82 0.65 0.15 8 $52.180 $70.285 $70.285 $88.390 Group 4 36.43 7.80 0.15 8 $52.400 $70.615 $70.615 $88.830 7.80 4.55 2.82 0.65 36.43 8 $52.510 $70.780 ¶70.780 ¶89.050 Group 5 4.55 2.82 0.65 0.15 Group 7 36.66 7.80 0.15 8 $52.630 $70.960 $70.960 $89.290 36.66 7.80 4.55 2.82 0.65 Group 7 4.55 2.82 0.65 0.15 8 $52.800 $71.215 $71.215 $89.630 Group 9 37.00 7.80 0.15 8 $52.970 $71.470 $71.470 $89.970 4.55 2.82 0.65 Group 9 38.00 7.80 80 4.55 2.82 7 38.00 . 0.65 0.15 8 $53.970 $72.970 $72.970 $91.970 Group 10 2 82 0.65 0.15 8 $54.970 $74.470 $74.470 $93.9 70 Group 12 39 00 7.50 4.55 8 $55.970 $75.970 $75.970 $95.970 Group 13 Group 12 40.00 7.80 4.55 2.82 0.65 0.15 $55.970 $75.970 $75.970 ¶97.970 41.00 7.80 4.55 2 82 0.65 0.15 8 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. b For classifications within each group,see page IOB. `Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. NOTE:For Special Shift and Multi-Shift,see pages 10A-1 and 10A-2. RECOGNIZED HOLIDAYS:Holidays the particular caft,classificat on,or type of worker Holiday mployed on thelproject, hich s on fileholidays th the Director of Industrial rve bargaining Ift e prevailing et applicable in Section. If the the Code. You may obtain the holiday provisions for t the current determinations on the Internet at paid shall be as provided in Section 6700 of the htt n•/hvww air ca¢ov/DLS WD R/P . Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR So each woke to execute the work.accordance T Travel and/or subsistence requirements 1773.1 for and ach craft,classification shall make travel of worker may be obtained from the to each worker from the Prevailing gov/DLSR/PWDS T7ravel and/or,subsistence obtain provisions for and/or rrent or superseded seded determinations maytbe obtained by contacting the Internet at http:/hvww.dir.ca.Qo Prevailing Wage Unit at(415)703-4774. l0A 3etermination:SC-23-63-2-2007-1B;SC-23-63-2-2007-1B1;SC-23-63-2-2007-1B2 CLASSIFICATIONS: GROUP 9 SgQ��J Crane Operator(over 25 tons,up to and including 50 ton M.R.C.) ngineer Oiler Derrick Barge Operator(over 25 tons,up to and including 50 ton M.R.C.) Highline Cableway Operator Truck ck C rane Oiler a Z Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 25 tons,up to and including 50 T Crane ton M.R.C.) K-Crane ;ROUP 3 Polar Crane Operator A-Frame or Winch Truck Operator Self Erecting Tower Crane Operator Maximum Lifting Capacity ten(10)tore. Ross Carrier Operator(Jobsite) GROUP 10 iROUP 4 Crane RO GROUP Operator(over 50 tons,up to and including 100 ton M.R.C.) Helicopter Hoist ist Operator Turntable Operator Derrick Barge Operator(over 50 tons,up to and including 100 ton M.R.C.) nobble Unit it(pi(pin-n-go Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 50 tons,up to and including 100 nobble Unit(pin-n-go or similar type) ton M.RC.) Mobile Tower Crane Operator(over 50 tons,up to and including 100 ton M.R.C.) I-3 Shovel,Dragline,Clamshell Operator(over 10 cu.yrds.) Hyydd raulic Boom Truck tinge(Crane(Austin-Western or similar type) GROUP 11 urger Hoist Operator(1 drum) Crane Operator(over 100 tons,up to and including 200 ton M.RC.) Derrick Barge Operator(over 100 tons,up to and including 200 tons M.R.C.) GROUP 6 Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 100 tons,up to and including .ridge Crane Operator 200 ton M.R.C.) retor Crane Operator Mobile Tower Crane Operator(over 100 tons,up to and including 200 ton MAC.) Hoist Mobile Or eraor(Chicago Boom and similar type) Tower Crane Operator and Tower Gantry Lift Mobile Operator ift Slab Machine Operator(Vagtborg and similar types) GROUP 12 iaterial Hoist and/or Manlift Operator Crane Operator(over 200 tons,up to and including 300 tons M.R.C.) Polar Gantry Crane old(or similar Derrick Barge Operator(over 200 tons,up to and including 300 tons M.R.C.) Self Climbing Scaffold she l Op r type) (over 200 tons,up to and including hovel,Dragline,Clamshell Operator(over 3/4 yd and up to 5 cu yds,M.R.C.) Hoist Operator,n )tiff Legs,Guy Derrick or similar type Tugger r Ho Mobile Tower Crane Operator(over 200 tons,up to and including 300 ton MRC.) Tugger Hoist Operator(2 drum) GROUP 13 :ROUP 7 Crane Operator(over 300 tons) edestal Crane Operator Derrick Barge Operator(over 300 tons) Shovel,Dragline,Clamshell Operator(over 5 cu yds,M.R.C.) Helicopter Pilot Tower Crane Repairman Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 300 tons) urger Hoist Operator(3 drum) Hoist Tower Crane Operator(over 300 tons) t;ROUP 8 Crane Operator(up to and including 25 ton capacity) "rawler Transporter Operator ,errick Barge Operator(up to and including 25 ton capacityo and including 25 ton capacity) .oist Operator,Stiff Legs,Guy Derrick or similar type(up Shovel,Dragline,Clamshell Operator(over 7 cu yds M.RC.) IISCELLANEOUS PROVISIONS: i'. Operators on hoists with three drums shall receive fifteen cents(150)per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. All heavy duty repairman and heavy duty combination shall receive twenty-five cents(500)per hour tool allowance in addition to their regular rate of pay and this shall =come their base rate of pay. 3 Employees required to suit up and work in a hazardous material environment,shall receive Two Dollars($2.00)per hour in addition to their regular rate of pay,and that rate 'tall become the basic hourly rate of pay. 10B GENERAL PREVAILING WAGE CODE PART CHAPTER I THE ARTICLE OF SECTIONS l7 0 INDUSTRIAL 73 RELATIONS PURSUANT PURSUANT TO CALIFORNIA FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer,Multi-Shift) DETERMINATION: SC-23-63-2-2007-1BI ISSUE DATE: August 22,2007 date,the new rV rate DATE OF DETERMINATION: June 30,in contracts entered into now.for Contact the Dive s on of Labor Statistics d determined. Research for specific'rates at(415)03- date,the new rate must be paid and should be incorporated 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Strai he t_Time C--Mime our Employer Payments _ (d) Sunday/ Total Hourly Daily Saturday( ) Y Vacation/ Training Other Hours(e) Holiday CLASSIFICATION Basic Hourly Health and Pension Payments Rate (c) (Joumeyperson) Rate Welfare Holiday(a) 1 1/2X 1 1/2X 2X Classification Groups(b) 4.55 2.82 0.65 0.15 8 $51.970 $69.970 $69.970 587.970 $3678 7.80 0.15 8 $52.750 $71.140 ¶71.140 $89.530 Troup I 4.55 2.82 0.65 irou 2 37.07 7.80 0.65 0.15 8 $53.040 $71575 571.575 $90.110 p 7.80 4.55 2.82 Group 4 37.27 0.65 0.15 8 $53.180 $71.785 $71.785 $903 37.43 7.80 4.55 2.82 Group 4 4.55 2.82 0.65 0.15 8 $53.400 ¶72.115 $72.115 $`�•8 iroup 5 37.54 7.80 0.65 0.15 8 $53.510 $72.280 $72.280 $91.050 Group 7 37.66 7.80 4.55 2.82 0.65 8 $53.630 $72.460 $72.460 $91.290 4.55 0.15 Group 8 7 37.83 7.80 2 82 0.65 0.15 8 $53.800 $72.715 $72.715 $91.630 Group 9 37 8.00 7.80 4.55 2.82 0.65 0.15 8 $53.970 $72.970 ¶72.970 $91.970 Troup 9 38.00 7.80 4.55 2.82 0.65 8 $54.970 $74.470 $74.470 $93.970 P 4.55 2.82 0.15 Troup 11 40.00 7.80 0.15 8 $55.970 $75.970 $75.970 ¶95.970 7.80 4.55 2.82 0.65 Group 11 40.00 0.65 0.15 8 $56.970 $77.470 $77.470 $97.970 42.00 7.80 4.55 2.82 soup 12 4.55 2.82 0.65 0.15 8 $57.970 $78.970 578.970 ¶99.970 Troup 13 42.00 7.80 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. For classifications within each group,see page 10B. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. a Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. The Third Shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate,Monday thorugh Friday. RECOGNIZED HOLIDAYS:Holidays Ho upon e[a general l holidays in the co ye is agreement p ica b to af, lassifcat on,or type of worke employ d on the project,which i onfilewith the Director of ndustrial Relations. If the prevailing rate is not based may obtain the holiday provisions holidays upon which the current determinations ln the shall be at paid shall be as _rovided in Section 6700 of the Government Code. htt n 1/ww�v dir ca env/ni CR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at '415)703-4774. :RAVEL AND/OR SUBSISTENCE PAYMENT:eute the work.cT Travel and/or subsistence requirements for and ach craft,classification shall make travel of worker be subsistence from the a each worker to execute rued from the Prevailing Wage Unit at(415)T7ravel and/or subsistence st n e protvisions forand/or urrent osubsistence uperseded determinations current obtained byncontacting the iternet at htt n•/lwww dir ca vov/DLSR/ Prevailing Wage Unit at(415)703-4774. IOA1 GENERAL PREVAILING WAGE LABOR CODE DETERMINATION MADE PTER 1HARTICLE 2,SECTIONS 17 0 INDUSTRIAL 73 RELATIONS PURSUANT PURSUANT TO CALIF FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer,Special Shift) DETERMINATION: SC-23-63-2-2007-1B2 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: lune co for work iv has ' past this date,the new rate must be paid and should be in �ated in contracts entered into now Contact the Division of Labor Statistics and Research fo specifcrates at(415)03- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Straight-Time Overtime Hourly Rate Em to r P m nts y y d Sunday/ CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Rate Dail Saturday( ) Holiday Rate Welfare Holiday(a) Payments (Journeyperson) 11/2X 11/2X 2X Classification Groups(b) 4.55 2.82 0.65 0.15 8 $51.470 $69.220 $69.220 $86.970 Group 2 36 28 7.80 8 $52.250 $70.390 $70 390 $88.530 7.80 4.55 2.82 0.65 0.15 36.28 8 $52.540 $70.825 $70.825 $89.110 Group 2 4.55 2.82 0.65 0.15 Group 4 3 36.71 7.80 8 $52.680 571.035 $71.035 $89.30 7.80 4.55 2.82 0.65 0.15 Group 4 36.71 7.80 4.55 2.82 0.65 0.15 8 $52.900 $71.365 $71.365 589.830 Group 5 36.93 4 55 2.82 0.65 0.15 8 553.010 $71.530 $71.530 $90.050 37.04 7.80 8 $53.130 $71.710 571.710 $0.20 Group 6 4.55 2.82 0.65 0.15 37.16 7.80 8 $53.300 $71.965 $71.965 $90.630 :croup 7 4.55 2.82 0.65 0.15 37.33 7.80 8 $53.470 $72.220 $72.220 $0.970 Group 8 4.55 2.82 0.65 0.15 37.50 7.80 8 $54.470 $73.720 $73.720 592.970 Group 9 4.55 2.82 0.65 0.15 Group 11 39.50 7.80 4.55 2.82 0.65 0.15 8 $55.470 $75.220 $75.220 594.9 Troup 11 40.50 7.80 8 $56.470 $76.720 $76.720 $96.970 40.50 7.80 4.55 2.82 0.65 0.15 8 $57.470 $78.220 $78220 $98.970 Group 12 4.55 2.82 0.65 0.15 Group 13 41.50 7.80 t Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. Includes an amount withheld for supplemental dues. b For classifications within each group,see page 10B. `Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:a to general shall shall holidays ollective bargaining agreement, pp icable the partular craft, lassificat on,or type of worker on thep project,which is on file with the Director of ndustrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at 415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or may be .ubsistence from m payments Pre a each wageeUnit at(415)703-4774.rYou may obtain subsistence Travel and/ore subsistence classification or type of the current eterminations on the brained from the Prevailing Wag .aternet at http:i/www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 10A2 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER I.ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LANDSCAPE OPERATING ENGINEER DETERMINATION: SC-63-12-33-2007-1 ISSUE DATE: February 22,2007 EXPIRATION DATE OF DETERMINATION: September 30,2007*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Daily Sunday Holiday (JOURNEYPERSON) Hourly and and Hourly Rate Welfare Holiday Rate 1 1/2X 2X 3X Landscape Operating Engineer Backhoe Operators Forklifts-Tree Planting Equipment(jobsite) HDR Welder-Landscape,Irrigation,Operating Engineers'Equipment Roller Operators Rubber-tired&Track Earthmoving Equipment Skiploader Operators Trencher-31 horsepower and up $25.81 7.80 4.05 82.80 0.65 0.05 8 41.16 54.065b 66.97 92.78` #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. Includes an amount per hour worked for supplemental dues. b Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate. All work performed on a dewatering operation on holidays and all other work on holidays except Labor Day and the 1st Saturday following the 1st Friday in the months of June and December is paid at Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 10-C GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Tunnel(Operating Engineer) DETERMINATION: SC-23.63-2-2007-1C ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30.2008'• The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kenn,Los Angeles,Mono,Orange,Riverside,San Bernardino.San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments $traiaht-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ Payments Hourly Rate (b) (c) Holiday (Jotuneyperson) Rate Welfare Holiday(a) >� I1/2X 1 1/2X 2X Classification Groups Group 1 535.50 7.80 4.55 2.82 0.65 0.15 8 551.470 569.220 569.220 586. Group 2 36.28 7.80 4.55 2.82 0.65 0.15 8 $52.250 $70.390 $70.390 588.530 Group 3 36.57 7.80 4.55 2.82 0.65 0.15 8 $52.540 570.825 570.825 589.110 Group 4 36.71 1 7.80 4.55 2.82 0.65 0.15 8 552.680 571.035 571.035 589.390 Group 5 36.93 7.80 4.55 2.82 0.65 0.15 8 $52.900 571.365 571.365 $89.830 Group 6 37.04 7.80 4.55 2.82 0.65 0.15 8 553.010 $71.530 571.530 590.050 Group 7 37.16 7.80 4.55 2.82 0.65 0.15 8 553.130 571.710 571.710 590.290 Group 8 37.33 7.80 4.55 2.82 0.65 0.15 8 553.300 571.965 571.965 590.630 Group 9 37.46 7.80 4.55 2.82 0.65 0.15 8 553.430 572.160 572.160 590.890 6 Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. "Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. `Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays m the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at (415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http'//www.dir ca.gov/DLSR/PWi7t Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703.4774. CLASSIFICATIONS: GROUP 6 GROUP Heavy Duty Repairman Helper Backhoe Operator(up and including 3/4 yd.l Small Ford.Case or similar Drill Doctor Grouting Machine Operator GROUP 2 up to 3/4 yd.without attachment) Heading Shield Operator Skiploader(wheel type P Heavy Duty Repairman GROUP m Jumbo Pipe Canner mman Loader Operator(Athey.Euclid.Sierra and similar rapes) Poaieman Power-Driver Jumbo Form Setter Operator Mucking Machine Operator(114 yd Nbber tired,rail or vack is pe) Pneumatic Concrete Placing Machine Operator(Hackley-Presswell or similar type) Pneumatic Heading Shield(Tunnel) GROUP! Pumperete Gun Operator Rinkn Locomouce or Motorman(up to and including 10 tons) Tractor Compressor Drill Combination Operator Rodman Tugger Hoist Operator(2 drum) Tunnel Loconsitise Operator(over 30 tons) GROUPS Bit Sharpener Equipment Greaser(Grease Truck) GROUP 7 Heavy Duty Repairman-Welder Combination ImatNmeilRlan Slip Form Pump Operator(power driven hydraulic lifting device for concrete forms) fROUP 3 Tugger Hoist Operator)I drum) Tunnel Locomotive Operator(over 10 and up to and including 30 tons) Party Chief Welder-General GROUP 9 Tunnel Mole Bonng Machine Operator MISCELLANEOUS PROVISIONS: I Operators on hoists with three drums shall receive fifteen cents(I5c)per hour additional pay to the regular rate of pay.The additional pay shall be added to the regular rate and become the base rate for the enure shift All heavy dun repairman and heavy duty combination shall receive twenty-file cents(50e)per how tool allowance in addition to their regular rate of pas and this shall become their base rate of Pay. 3 Employees required to suit up and work in a hazardous material ens ironment.shall receive Two Dollars(52.00)per hour in addition to their regular tate of pay.and that rate shall become the basic hourly rate of pay. 1 OD GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Tunnel(Operating EngineerXMulti-Shift) DETERMINATION: SC-23-63-2-2007-IC 1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008•• The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,lnyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straitrht-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday I 1/2X 1 1/2X 2X Classification Groups Group 1 535.50 7.80 4.55 2.82 0.65 0.15 7.5 551.470 $69.220 569.220 586.970 Group 2 36.28 7.80 4.55 2.82 0.65 0.15 7.5 $52.250 570.390 570.390 588.530 Group 3 36.57 7.80 4.55 2.82 0.65 0.15 7.5 $52.540 570.825 570.825 $89.110 Group 4 36.71 7.80 4.55 2.82 0.65 0.15 7.5 $52.680 571.035 571.035 589.390 Group 5 36.93 7.80 4.55 2.82 0.65 0.15 7.5 $52.900 571365 571.365 $89.830 Group 6 37.04 7.80 4.55 2.82 0.65 0.15 7.5 553.010 571.530 571.530 590.050 Group 7 37.16 7.80 4.55 2.82 0.65 0.15 7.5 553.130 571.710 571.710 $90.290 Group 8 37.33 7.80 4.55 2.82 0.65 0.15 7.5 553.300 571.965 571.965 $90.630 Croup 9 37.46 7.80 4.55 2.82 0.65 0.15 7.5 553.430 S72.160 572.160 590.890 0 Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. 'Includes an amount withheld for supplemental dues. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. 'Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http'//www dir ca.gov/DLSR/PWD Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at (415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at htty://www.dir.ca.gov/DLSR/PWD Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. CLASSIFICATIONS: GROUPt GROUP it Heavy Duty Repairman Helper Backltoe Operator(up and including 3/4 yd.)Small Ford,Case or similar Drill Doctor GROUP 2 Grouting Machine Operator Skiploader(wiled type up to 3/4 yd without attachment) Heading Shield Operator Heavy Duty Repairman GROUP 3 Jumbo Pipe Career Chairman Loader Operator(Athey.Euclid.Sierra and similar types) Power-Dry/et-Jumbo Form Setter Operator Mucking Machine Operator(1/4 yd rubber Died tail or track type) Pneumatic Concrete Placing Machine Operator(Hackley-Presswell or similar type) GROUP 4 Pneumatic Heading Shield(Tunnel) Dickey Locomotive or Motorman(up to and including IO tons) Pumperete Gun Operator Roder Tractor Compressor 13n11 Combination Operator Tugger Hoist Operator(2 drum) GROUT 5 Tunnel Locomotive Operator(over 30 tons) Bit Sharpener Egwpment Greaser(Grease Truck) GROUP 7 Instrumentman - Hears Duty Repairman-Welder Combination Slip Form Pump Operator(power desert hydraulic lifting device for concrete forms) Tugger Hoist Operator(I drum) GROUP 4 Tunnel Locomome Operator(mer lb and up to and including 30 tons) Pam'Chief Welder-General GROUP 9 Tunnel Mole Boring Machine Operator MISCELLANEOUS PROVISIONS: I Operators on hoists with three drums shall receive fifteen cents(I 5c)per hour additional pay to the regular rate of pay.The additional pay shall be added to the regular rate and become the base rate for the enure shift. 2. All heavy duty repairman and heat,duty combination shall receive twenty-five cents(50c)per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of PT 1 Emplos ees required to suit up and work m a hazardous material environment.shall recesse Two Dollars(S2.W)per hour in addition to their regular rate of pay.and that rate shall become the basic howl)rate of pa. 10D1 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7.CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER .DETERMINATION: SC-23-63-2-2007-1D ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Hourly Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Rate (b) (c) Holiday 1 1/2X I I/2X 2X Classification Groups Group 1 $34.43 7.80 4.55 2.82 0.65 0.15 8 $50.400 $67.615 $67.615 $84.830 Group 2 36.21 7.80 4.55 2.82 0.65 0.15 8 $52.180 $70.285 $70.285 $88.390 Group 3 38.21 7.80 4.55 2.82 0.65 0.15 8 $54.180 $73.285 $73.285 $92.390 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. Includes an amount withheld for supplemental dues. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at ,415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Meld Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry IOE GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER(SPECIAL SHIFT) DETERMINATION: SC-23-63-2-2007-I DI ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Hourly Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Rate (b) (c) Holiday I1/2X 11/2X 2X Classification Groups Group 1 $34.93 7.80 4.55 2.82 0.65 0.15 8 $50.900 $68.365 $68.365 $85.830 Group 2 36.71 7.80 4.55 2.82 0.65 0.15 8 $52.680 $71.035 $71.035 $89.390 Group 3 38.71 7.80 4.55 2.82 0.65 0.15 8 $54.680 $74.035 $74.035 $93.390 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. °Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.aov/DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II GrouD III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry 10G GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7.CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER(MULTI-SHIFT) "DETERMINATION: SC-23-63-2-2007-1 D2 Issue Date:August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703- 4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Hourly Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group 1 $35.43 7.80 4.55 2.82 0.65 0.15 8 $51.400 $69.115 $69.115 $86.830 Group 2 37.21 7.80 4.55 2.82 0.65 0.15 8 $53.180 $71.785 $71.785 $90.390 Group 3 39.21 7.80 4.55 2.82 0.65 0.15 8 $55.180 $74.785 $74.785 $94.390 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule. Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. 'Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at '415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be nbtained from the Prevailing Wage Unit at(415)703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at httn://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II Girt_ up III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) 'field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Tield Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry IOH GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER I,ARTICLE 2,SECTIONS 1770. 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LANDFILL WORKER(OPERATING ENGINEER) DETERMINATION: SC-63-12-41-2001-1 ISSUE DATE:August 22,2001 EXPIRATION DATE OF DETERMINATION:July 24,2002*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday` Sunday/ (Joumeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfae Rate 1 1/2X 1 1/2X 2X Mechanic $22.15 $4.21 $1.05 $1.78 $.06 $3.80 8 $33.05 $44.125 $44.125 $55.20 Lead Equipment Operator 20.15 4.12 .95 1.61 .06 3.44 8 30.33 40.405 40.405 50.48 Lead Truck Driver/ Equipment Operator 19.15 4.07 .90 1.52 .06 3.26 8 28.96 38.535 38.535 48.11 Truck Driver- End Dump/Walking Floor/Low Bed 18.15 4.02 .85 1.44 .06 3.08 8 27.60 36.675 36.675 45.75 Truck Driver- Roll Off/Transfer Station Loader Operator/Maintenance/ Fueler/Mechanic Helper 17.15 3.98 .80 1.35 .06 2.90 8 26.24 34.815 34.815 43.39 Scale House 16.15 3.93 .75 1.27 .06 2.72 8 24.88 32.955 32.955 41.03 Load Checker/Water Truck Driver/Parts Runner 11.15 3.70 .50 .85 .06 1.81 8 18.07 23.645 23.645 29.22 Laborer 9.15 3.61 .40 .68 .06 1.45 8 15.35 19.925 19.925 24.50 'Includes an amount for Sick Leave. n Amount for employee stock ownership. Rate applies to the sixth consecutive day of work. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.cagov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. IOF GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE DETERMINATION:SC-61-441-2-2007-2 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:December 2,2007••The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-time Overtime Hourly Rate CLASSIFICATION Basic Health Pension' Vacation/b Training Other Hours Total Daily` Saturday` Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 'AX 1 %X 2X Maintenance Electrician $23.10 4.88 5.00 - 0.35 0.25 8 $34.27 $46.17 $46.17 $58.07 Outdoor Lighting Technician $23.10 4.88 5.00 - 0.35 0.25 8 $34.27 $46.17 $46.17 $58.07 Serviceman Start $12.03 2.00 0.75 - 0.35 0.25 8 $15.74 $21.94 $21.94 $28.13 6 months $13.19 2.00 0.75 - 0.35 0.25 8 $16.94 $23.73 $23.73 $30.52 12 months $14.11 2.00 0.75 - 0.35 0.25 8 $17.88 $25.15 $25.15 $32.42 18 months $16.12 2.00 0.75 - 0.35 0.25 8 $19.95 $28.26 $28.26 $36.56 24 months $18.07 2.00 0.75 - 0.35 0.25 8 $21.96 $31.27 $31.27 $40.57 Fixture Cleanerd Start $8.30 2.00 0.75 - 0.35 0.25 8 $11.90 $16.17 $16.17 $20.45 3 months $9.03 2.00 0.75 - 0.35 0.25 8 $12.65 $17.30 $17.30 $21.95 9 months $10.28 2.00 0.75 - 0.35 0.25 8 $13.94 $19.23 $19.23 $24.53 12 months $12.23 2.00 0.75 - 0.35 0.25 8 $15.95 $22.25 $22.25 $28.54 a In addition an amount equal to 3%of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National Employees Benefit Board. b Vacation/Holiday pay is included in straight-time hourly rate. Rate applies to the first four(4)daily overtime hours and first twelve(12)hours worked on Saturday,all other overtime is paid at the Sunday/Holiday hourly rate. d An additional$0.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification. Note:For second and third shift rates,please see pages 11-1 and 11-2. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the Internet at www.dir.ca.gov.Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 11 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE(SECOND SHIFT) DETERMINATION:SC-61-441-2-2007-2 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:December 2,20075*The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-time Overtime Hourly Rate CLASSIFICATION Basic Health Pension' Vacation/b Training Other Hours Total Daily` Saturdayd Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 11/2X 2X Maintenance Electrician $27.10 4.88 5.00 - 0.35 0.25 8 $38.39 $52.35 $46.17 $58.07 Outdoor Lighting Technician $27.10 4.88 5.00 - 0.35 0.25 8 $38.39 $52.35 $46.17 $58.07 Serviceman Start $14.11 2.00 0.75 - 0.35 0.25 8 $17.88 $25.15 $21.94 $28.13 6 months $15.47 2.00 0.75 - 0.35 0.25 8 $19.28 $27.25 $23.73 $30.52 12 months $16.55 2.00 0.75 - 0.35 0.25 8 $20.40 $28.92 $25.15 $32.42 18 months $18.91 2.00 0.75 - 0.35 0.25 8 $22.83 $32.57 $28.26 $36.56 24 months $21.20 2.00 0.75 - 0.35 0.25 8 $25.19 $36.10 $31.27 $40.57 Fixture Cleaner' Start $9.74 2.00 0.75 - 0.35 0.25 8 $13.38 $18.40 $16.17 $20.45 3 months $10.59 2.00 0.75 - 0.35 0.25 8 $14.26 $19.71 $17.30 $21.95 9 months $12.06 2.00 0.75 - 0.35 0.25 8 $15.77 $21.98 $19.23 $24.53 12 months $14.35 2.00 0.75 - 0.35 0.25 8 $18.13 $25.52 $22.25 $28.54 a In addition an amount equal to 3%of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National Employees Benefit Board. b Vacation/Holiday pay is included in straight-time hourly rate. Rate applies to the first four(4)daily overtime hours. All other overtime is paid at the Sunday/Holiday non-shift differential rate. d Rate applies to the first eight(8)hours of work performed on Saturday,based on the Saturday non-shift differential rate. For all hours in excess of the first eight hours of work performed on Saturday,use the Sunday/Holiday non-shift differential hourly rate. `An additional$0.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the Internet at www.dir.ca.gov.Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 11-I GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE(THIRD SHIFT) DETERMINATION:SC-61-441-2-2007-2 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:December 2,2007**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-time Overtime Hourly Rate CLASSIFICATION Basic Health Pension' Vacation/b Training Other Hours Total Daily` Saturday° Sunday/ (Joumeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 %X 1 %X 2X Maintenance Electrician $30.35 4.88 5.00 Outdoor Lighting 0.35 0.25 8 $41.74 $57.37 $46.17 $58.07 Technician $30.35 4.88 5.00 - . $41.74 0.35 0.25 8 $57.37 $46.17 $58.07 Serviceman Start $15.81 2.00 0.75 - 0.35 0.25 8 $19.63 $27.78 $21.94 $28.13 6 months $17.33 2.00 0.75 - 0.35 0.25 8 $21.20 $30.12 $23.73 $30.52 12 months $18.54 2.00 0.75 - 0.35 0.25 8 $22.45 $31.99 18 months $21.18 2.00 0.75 - $25.15 $32.42 0.35 0.25 8 $25.17 $36.07 $28.26 $36.56 24 months $23.74 2.00 0.75 - 0.35 0.25 8 $27.80 $40.03 $31.27 $40.57 Fixture Cleaner` Start $10.91 2.00 0.75 - 0.35 0.25 8 $14.59 $20.21 $16.17 $20.45 3 months $11.87 2.00 0.75 9 months 0.35 0.25 8 $15.58 $21.69 $1730 $21.95 $13.51 2.00 0.75 - 0.35 0.25 8 $17.27 $24.22 $1923 $24.53 12 months $16.07 2.00 0.75 0.35 0.25 8 $19.90 $28.18 $22.25 $28.54 a In addition an amount equal to 3%of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National Employees Benefit Board. b Vacation/Holiday pay is included in straight-time hourly rate. Rate applies to the first four(4)daily overtime hours. All other overtime is paid at the Sunday/Holiday non-shift differential hourly rate. °Rate applies to the first eight(8)hours of work performed on Saturday,based on the Saturday non-shift differential rate. For all hours in excess of the first eight hours of work performed on Saturday,use the Sunday/Holiday non-shift differential hourly rate. a An additional 50.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at h ttp://www.dir.ca.gov/DLSR/PW'D. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the Internet at www.dir.ca.gov.Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 11-2 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:LIGHT FIXTURE MAINTENANCE DETERMINATION:SC-61-569-20-2007-1 ISSUE DATE:February 22,2007 EXPIRATION DATE OF DETERMINATION:December 31,2007*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial and San Diego counties.For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-Time Overtime CLASSIFICATION Basic Health Vacation Total Daily Sixth Seventh (Journeyperson) Hourly and and Hourly Day Day Rate Welfare Pension Holiday Training Hours Rate 1 1/2X 1 1/2X 2X Fixture Cleaner 0- 15 months 7.57 1.04 .02 .418 - 8 9.04 12.825 12.825 16.61 15 months 7.94 1.04 .02 .438 - 8 9.43 13.40 13.40 17.37 18 months 8.31 1.04 .02 .458 - 8 9.82 13.975 13.975 18.13 21 months 8.68 1.04 .02 .478 - 8 10.21 14.55 14.55 18.89 24 months 9.04 1.04 .02 .668 - 8 10.76b 15.28b 15.28b 19.80b Serviceman Start 9.59 1.04 .02 .528 - 8 11.17 15.965 15.965 20.76 3 months 9.89 1.04 .02 .538 - 8 11.48 16.425 16.425 21.37 6 months 10.19 1.04 .02 .558 - 8 11.80 16.895 16.895 21.99 9 months 10.49 1.04 .02 .568 - 8 12.11 17.355 17.355 22.60 12 months 10.79 1.04 .02 .588 - 8 12.43 17.825 17.825 23.22 15 months 11.09 1.04 .02 .608 - 8 12.75 18.295 18.295 23.84 18 months 11.39 1.04 .02 .618 - 8 13.06 18.755 18.755 24.45 21 months 11.69 1.04 .02 .63a - 8 13.38 19.225 19.225 25.07 24 months 11.96 1.04 .02 .878 - 8 13.89b 19.87b 19.87b 25.85b a Holiday pay is based upon nine paid holidays.The Vacation pay is based upon the following:One week after one year of service,two weeks after two years of service,three weeks after 10 years of service. b Reflects Vacation/Holiday rate for more than two years of service.Does not reflect rates for 10 or more years of service as required in footnote"a". RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft, classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.cagov/DLSR/PWD.Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.Travel and/or subsistence requirements for each craft. classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. I IA GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE DETERMINATION: SC-830-61-1-2000-1 ISSUE DATE:February 22,2000 EXPIRATION DATE OF DETERMINATION:April 1,2000*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Riverside county. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Saturday Holiday Hourly and and Hourly &Sunday Rate Welfare Holiday Rate 1 1/2X 1 1/2X 2X Lighting Maintenance Service Person $11.00 .29 ---- .34 ---- 8 11.63 17.13 17.13 22.63 DETERMINATION:SC-830-61-2-2000-1 ISSUE DATE:February 22,2000 EXPIRATION DATE OF DETERMINATION:April 1,2000*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within San Bernardino county. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Sunday Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2X 1 1/2X Lighting Maintenance Service Person $13.56 2.43 .39 ---- .50 8 16.88 23.66 23.66 RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 11B GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING DETERMINATION: SC-3-5-4-2006-1 ISSUE DATE:August 22,2006 EXPIRATION DATE OF DETERMINATION:June 30,2007*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily' Saturday' Sunday (JOURNEYPERSON) Hourly and Holiday Hourly and Rated Welfare" Rate I1/2X 1 1/2X Holiday ASBESTOS WORKER Fire Safety Technician-Class I (0-2000 hrs) $11.95 $5.17 $4.46 $0.90 - 8 $22.48 $28.46 $28.46 $34.43 Fire Safety Technician-Class II (2001-4000 hrs) $16.75 $5.17 $4.46 $1.26 - 8 $27.64 $36.02 $36.02 $44.39 Fire Safety Technician-Class III` (4001-6000 hrs) $17.68 $5.17 $4.46 $1.33 - 8 $28.64 $37.48 $37.48 $46.32 Fire Safety Technician-Class IV` (6001 or more hrs) $20.31 $5.17 $4.46 $1.53 - 8 $31.47 $41.63 $41.63 $51.78 DETERMINATION: SC-204-X-18-2006-1 ISSUE DATE:August 22,2006 EXPIRATION DATE OF DETERMINATION:June 30,2007* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. PLUMBER Fire Safety Technician-Class I (0-2000 hrs) $12.67 $5.27 $3.44 $1.00 $0.10 8 $22.48 $28.82 $28.82 $35.15 Fire Safety Technician-Class II (2001-4000 hrs) $17.33 $5.27 $3.44 $1.50 $0.10 8 $27.64 $36.31 $36.31 $44.97 Fire Safety Technician-Class III` (4001-6000 hrs) $18.33 $5.27 $3.44 $1.50 $0.10 8 $28.64 $37.81 $37.81 $46.97 Fire Safety Technician-Class IV` (6001 or more hrs) $20.16 $5.27 $3.44 $2.50 $0.10 8 $31.47 $41.55 $41.55 $51.63 a Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday.All other overtime is at the Sunday&Holiday rate. b Includes an amount for Occupational Health and Research(Applies to Asbestos Worker classifications only). The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d Includes an amount per hour worked for Administrative Dues. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid.shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft.classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 1IC GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING(SHIFT) DETERMINATION: SC-3-5-4-2006-1 ISSUE DATE:August 22,2006 EXPIRATION DATE OF DETERMINATION:June 30,2007*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily' Saturday' Sunday (JOURNEYPERSON) Hourly and Holiday Hourly and Rated Welfare° Rate 1 1/2X 1 1/2X Holiday ASBESTOS WORKER Fire Safety Technician-Class I (0-2000 hrs) $12.55 $5.17 $4.46 $0.90 - 8 $23.08 $29.36 $29.36 $35.63 Fire Safety Technician-Class II (2001-4000 hrs) $17.59 $5.17 $4.46 $1.26 - 8 $28.48 $37.28 $37.28 $46.07 Fire Safety Technician-Class III` (4001-6000 hrs) $18.56 $5.17 $4.46 $1.33 - 8 $29.52 $38.80 $38.80 $48.08 Fire Safety Technician-Class IV` (6001 or more hrs) $21.33 $5.17 $4.46 $1.53 - 8 $32.49 $43.16 $43.16 $53.82 DETERMINATION: SC-204-X-18-2006-1 ISSUE DATE:August 22,2006 EXPIRATION DATE OF DETERMINATION:June 30,2007* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. PLUMBER Fire Safety Technician-Class I (0-2000 hrs) $13.30 $5.27 $3.44 $1.00 $0.10 8 $23.11 $29.76 $29.76 $36.41 Fire Safety Technician-Class II` (2001-4000hrs) $18.20 $5.27 $3.44 $1.50 $0.10 8 $28.51 $37.61 $37.61 $46.71 Fire Safety Technician-Class III` (4001-6000 hrs) $19.25 $5.27 $3.44 $1.50 $0.10 8 $29.56 $39.19 $39.19 $48.81 Fire Safety Technician-Class IV` (6001 or more hrs) $21.17 $5.27 $3.44 $2.50 $0.10 8 $32.48 $43.07 $43.07 $53.65 • Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday.All other overtime is at the Sunday&Holiday rate. b Includes an amount for Occupational Health and Research(Applies to Asbestos Worker classifications only). ` The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d Includes an amount per hour worked for Administrative Dues. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9.contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 11D GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BOILERMAKER(FOR PIPELINES) DETERMINATION: SC-14-X-9-2004-1 ISSUE DATE: February 22,2004 EXPIRATION DATE OF DETERMINATION: June 30,2004*Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Boilermaker/ Boilermaker Welder $28.31 $5.77 $7.50 a $0.50 $0.24 8 $42.32 $56.475 $56.475 $70.63 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. a Included in the Basic Hourly Rate. Includes an amount for Annuity Trust Fund. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 12-A GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LABORER AND RELATED CLASSIFICATIONS DETERMINATION: SC-23-102-2-2007-1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:June 30,2008**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo, Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification a Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Joumeyperson) Hourly and and Payment Hourly and Rate Welfare Holiday d Rate 1 1/2X 1 1/2X Holiday CLASSIFICATION GROUPS Group 1 $24.63 4.16 5.25 3.21 0.63 0.28 8 38.16 50.475 50.475 62.79 Group 2 25.18 4.16 5.25 3.21 0.63 0.28 8 38.71 51.30 51.30 63.89 Group 3 25.73 4.16 5.25 3.21 0.63 0.28 8 39.26 52.125 52.125 64.99 Group 4 27.28 4.16 5.25 3.21 0.63 0.28 8 40.81 54.45 54.45 68.09 Group 5 27.63 4.16 5.25 3.21 0.63 0.28 8 41.16 54.975 54.975 68.79 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules. a For classification within each group,see page 14. b Any hours worked over 12 hours in a single workday are double(2)time. c Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather or similar Act of God,or a situation beyond the employers control. d Includes an amount per hour worked for supplemental dues RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 13 DETERMINATION:SC-23-102-2-2007-1 CLASSIFICATION GROUPS GROUP I GROUP3 Boring Machine Helper(Outside) Buggymobile Man Cleaning and Handling of Panel Forms Compactor(all types including Tampers,Barko,Wacker) Concrete Screeding for Rough Strike-Off Concrete Cutting Torch Concrete,Water Curing Concrete Pile Cutter Demolition Laborer,the cleaning of brick if performed by an employee Driller,Jackhammer,2 1/2 ft drill steel or longer performing any other phase of demolition work,and the cleaning of lumber Dri Pak-it Machine Fiberoptic Installation,Blowing,Splicing,and Testing Technician on public Gas,Oil and/or Water Pipeline Wrapper-6-inch pipe and over by any method, right-of-way only inside and out Fire Watcher,Limbers,Brush Loaders,Pilers and Debris Handlers High Scaler(including drilling of same) Flagman Impact Wrench,Multi-Plate Gas,Oil and/or Water Pipeline Laborer Kettlemen,Potmen and Men applying asphalt,lay-kold,creosote,lime caustic Laborer,General or Construction and similar type materials Laborer,General Cleanup Laborer,Fence Builder Laborer,Jetting Material Hoseman(Walls,Slabs,Floors and Decks) Laborer,Temporary Water and Air Lines Operators of Pneumatic,Gas,Electric Tools,Vibrating Machines,Pavement Plugging,Filling of Shee-Bolt Holes;Dry Packing of concrete and Patching Breakers,Air Blasting,Come-Alongs,and similar mechanical tools not Post Hole Digger(Manual) separately classified herein;operation of remote controlled robotic tools in Railroad Maintenance,Repair Trackman and Road Beds;Streetcar and Railroad connection with Laborers work Construction Track Laborers Pipelayer's backup man,coating,grouting,making of joints,sealing,caulking, Rigging and Signaling diapering and including rubber gasket joints,pointing and any and all other Scaler services Slip Form Raisers Power Post Hole Digger Tarman and Mortar Man Rock Slinger Tool Crib or Tool House Laborer Rotary Scarifier or Multiple Head Concrete Chipping Scarifier Traffic Control by any method Steel Headerboard Man and Guideline Setter Water Well Driller Helper Trenching Machine,Hand Propelled Window Cleaner Wire Mesh Pulling-All Concrete Pouring Operations GROUP 4 Any Worker Exposed to Raw Sewage GROUP 2 Asphalt Raker,Luteman,Ironer,Asphalt Dumpman,and Asphalt Spreader Asphalt Shoveler Boxes(all types) Cement Dumper(on 1 yard or larger mixer and handling bulk cement) Concrete Core Cutter(walls,floors or ceilings),Grinder or Sander Cesspool Digger and Installer Concrete Saw Man,Cutting Walls or Flat Work,Scoring old or new concrete Chucktender Cribber,Shorer,Lagging,Sheeting and Trench Bracing,Hand-Guided Lagging Chute Man,pouring concrete,the handling of the chute from readymix trucks, Hammer such as walls,slabs,decks,floors,foundations,footings,curbs,gutters and Head Rock Slinger sidewalks Laborer,Asphalt-Rubber Distributor Bootman Concrete Curer-Impervious Membrane and Form Oiler Laser Beam in connection with Laborer's work Cutting Torch Operator(Demolition) Oversize Concrete Vibrator Operator,70 pounds and over Fine Grader,Highways and Street Paving,Airport,Runways,and similar type Pipelayer heavy construction Prefabricated Manhole Installer Gas,Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man Sandblaster(Nozzleman),Water Blasting,Porta Shot-Blast Guinea Chaser Traffic Lane Closure,certified Headerboard Man-Asphalt Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing GROUP 5 Asphalt Blasters Powderman Laborer,Packing Rod Steel and Pans Driller Membrane Vapor Barrier Installer Toxic Waste Removal Power Broom Sweepers(small) Welding,certified or otherwise in connection with Laborers'work Riprap Stonepaver,placing stone or wet sacked concrete Roto Scraper and Tiller Sandblaster(Pot Tender) Septic Tank Digger and Installer(leadman) Tank Scaler and Cleaner Tree Climber,Faller,Chain Saw Operator,Pittsburgh Chipper and similar type Brush Shredders Underground Laborer,including Caisson Bellower 14 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING.HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TUNNEL WORKER(LABORER) DETERMINATION: SC-23-102-12-2007-2 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts into now.Contact the Division of Labor Statistics and Research at(415)703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono,Orange, Riverside,San Bernardino, San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate 1 1/2X` I1/2X` Holiday Group I $29.04 $4.16 $5.25 13.40 $.73 $0.17 8 $42.75 $57.27 $57.27 $71.79 Group II $29.36 $4.16 $5.25 8$3.40 $.73 $0.17 8 $43.07 $57.75 $57.75 $72.43 Group III $29.82 $4.16 $5.25 8$3.40 $.73 $0.17 8 $43.53 $58.44 $58.44 $73.35 Group IVb $30.51 $4.16 $5.25 8$3.40 $.73 $0.17 8 $44.22 $59.475 $59.475 $74.73 a Includes an amount per hour worked for supplemental dues. b The classification"Shaft and Raise Work"shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This classification shall apply to all work involving surge chambers up to ground level. ` All work performed over 12 hours in a single work day shall be paid for at double time(2x). CLASSIFICATIONS Group I Batch Plant Laborer Group III Bottom Lander Blaster Changehouseman Driller Dumpman Powderman Outside Dumpman Cherry Pickerman Loading and Unloading Agitator Cars Grout Gunman Nipper Jackleg Miner Pot Tender using mastic or other materials Jumbo Man Rollover Dumpman Kemper and other Pneumatic Concrete Placer Operator Shotcrete Man(helper) Miner-Tunnel(hand or machine) Swamper(Brakeman and Switchman on tunnel work) Micro-Tunneling,Micro-Tunneling Systems Tool Man Nozzleman Top Lander Powderman-Primer House Tunnel Materials Handling Man Primer Man Sandblaster Group II Segment Erector Bull Gang Mucker Steel Form Raiser and Setter Trackman Timberman,Retimberman,wood or steel Chemical Grout Jetman Tunnel Concrete Finisher Chucktender Cabletender Group IV Concrete crew-include Rodders and Spreaders Shaft and Raise Workb Grout Mixerman Diamond Driller Grout Pumpman Operating of Trowling and/or Grouting Machines Vibratorman Jack Hammer Pneumatic Tools(except driller) RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov,'DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773 9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http//www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 15 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: GUNITE WORKER(LABORER) DETERMINATION: SC-102-345-1-2007-2 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30, 2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Other Hours Total Daily Saturdayf Sunday (Journeyperson) Hourly and and Payments Hourly and Rate Welfare Holiday Rate 1 1/2Xb 2X 11/2X` 2X Holiday Ground Wire Man, Nozzleman,Rodman $27.79d 4.15 8.70 a 3.77 0.03 8 44.44 58.34 72.23 58.34 72.23 72.23 Gunman 26.84d 4.15 8.70 a 3.77 0.03 8 43.49 56.91 70.33 56.91 70.33 70.33 Reboundman 23.30d 4.15 8.70 a 3.77 0.03 8 39.95 51.60 63.25 51.60 63.25 63.25 Entry-Level Gunite Worker Step 1`(0-1000 hours) 17.05d 0.00 3.45 a 3.77 0.03 8 24.30 32.83 41.35 32.83 41.35 41.35 Entry-Level Gunite Worker Step 2`(1001-2000 hours) 19.05d 0.00 3.45 a 3.77 0.03 8 26.30 35.83 45.35 35.83 45.35 45.35 a Includes an amount per hour worked for Supplemental Dues. Rate applies to the first 3 overtime hours. Rate applies to the first 11 overtime hours. 'Employees working from a Bos'n's Chair or suspended from a rope or cable shall receive$0.40/hour above this rate. 'Ratio is one Entry-Level Gunite Worker for the P`4 Journeymen(although the Entry-Level Gunite Worker may be the 2"d worker on the job)and 1 Entry-Level Gunite Worker for every 4 Journeymen thereafter(the Entry-Level Gunite Worker may not be on the job until after all 4 Journeymen are on the job). In the event it is not reasonably possible to complete forty(40)hours of work on an eight(8)hour day shift,Monday through Friday,then the balance of the forty(40)hours may be worked on Saturday at the straight time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all aolidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays aeon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday xovisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. [RAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make ravel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.cagov/DLSR/PWD. Travel and/or subsistence requirements for current or -uperseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 16 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: HOUSEMOVER(LABORER) DETERMINATION: SC-102-507-1-2000-1 ISSUE DATE:February 22,2000 EXPIRATION DATE OF DETERMINATION:April I,2000*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Hours Total Daily Saturday" Sunday (Journeyperson) Hourly and Holiday Hourly and Rate Welfare Rate 1 1/2X 1 1/2X Holiday Housemover $15.37 $4.00 $3.14 8$1.05 8 $23.56 $31.245 $31.245 $38.93 Yard Maintenance Worker 15.12 4.00 3.14 a 1.05 8 23.31 30.87 30.87 38.43 Trainee 0-3 Months 7.87 4.00 3.14 a 1.05 8 16.06 19.995 19.995 23.93 3-6 Months 8.22 4.00 3.14 a 1.05 8 16.41 20.52 20.52 24.63 6-9 Months 8.57 4.00 3.14 a 1.05 8 16.76 21.045 21.045 25.33 9- 12 Months 8.92 4.00 3.14 a 1.05 8 17.11 21.57 21.57 26.03 12- 15 Months 9.27 4.00 3.14 a 1.05 8 17.46 22.095 22.095 26.73 15- 18 Months 9.62 4.00 3.14 a 1.05 8 17.81 22.62 22.62 27.43 18-21 Months 9.97 4.00 3.14 a 1.05 8 18.16 23.145 23.145 28.13 21 -24 Months 10.32 4.00 3.14 a 1.05 8 18.51 23.67 23.67 28.83 a Includes an amount per hour worked for supplemental dues. b Saturdays in the same work week may be worked at straight-time if job is shut down during the normal workweek due to inclement weather. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 17 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LANDSCAPE/IRRIGATION LABORER/TENDER DETERMINATION: SC-102-X-14-2007-1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION: July 31,2008*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Daily" Saturday" Sunday/ (Journeyperson) Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2X 1 1/2X 2X Landscape/Irrigation Laborer $23.33 $4.15 $5.25 $3.218 $0.63 $0.27 8 $36.84 $48.505 $48.505 $60.17 Landscape Hydro Seeder $24.43 $4.15 $5.25 $3.218 $0.63 $0.27 8 $37.94 $50.155 $50.155 $62.37 DETERMINATION: SC-102-X-14-2007-1A ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:July 31,2008*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. Landscape/Irrigation Tender` $10.99 $3.05 -- $0.518 -- $0.21 8 $14.76 $20.255 $20.255 $25.75 #Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules. a Includes an amount per hour worked for supplemental dues. b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double- time rate. The first employee on the job shall be a Landscape/Irrigation Laborer. The second employee on the jobsite may be a Tender. Thereafter, Tenders may be employed with Landscape/Irrigation Laborers in a 50/50 ratio on each jobsite. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD.Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 18-A GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 CRAFT:##LANDSCAPE MAINTENANCE LABORER DETERMINATION: SC-LML-2007-1 ISSUE DATE:February 22,2007 EXPIRATION DATE OF DETERMINATION:December 31,2007* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Employer Payments Straight-Time Overtime LOCALITY: Basic Health Pension Vacation Holiday Training Hours Total 1 1/2X Hourly and Hourly Rate Welfare Rate Imperial $7.50 - - a 0.115 0.17 - 8 b7.785 b11.535 Inyo,Mono and San Bernardino 7.50 - - 0.30 0.17 - 8 7.97 11.72 Kern 7.50 - - `0.16 0.17 - 8 b7.83 b11.58 10.00 - - d 0.27 0.46 - 8 b10.73 b15.73 Los Angeles 7.50 0.89 - `0.115 0.14 - 8 b8.645 h12.395 Orange 7.50 - - f 0.11 0.11 - 8 b7.72 h11.47 Riverside 7.50 - - 8 0.20 0.16 - 8 b7.86 b11.61 San Diego 7.50 - - 0.22 0.115 - 8 7.835 11.585 7.50 - - 0.24 0.12 - 8 7.86 11.61 San Luis Obispo 7.50 - - k 0.15 0.15 - 8 7.80 11.55 8.00 - - 1 0.16 0.16 - 8 8.32 12.32 Santa Barbara 7.50 - - h 0.12 0.12 - 8 b7.74 b11.49 7.50 - - '0.13 0.13 - 8 b7.76 b11.51 Ventura 7.50 - - 0.115 0.16 - 8 7.775 11.525 7.50 2.97 - '0.19 0.26 - 8 b10.92 b14.67 ##Craft is not apprenticeable. NOTE: If there are two rates,the first rate is for routine work,the second rate is for complex work. a$0.22 after 3 years of service. f$0.22 after 4 years of service. b Computation is based on the first years of employment. This g$0.40 after 3 years of service. rate should be increased by any applicable vacation increase h$0.23 after 2 years of service. as stated in other footnotes. '$0.27 after 2 years of service. `$0.31 after 2 years of service. '$0.38 after 3 years of service. d$0.54 after 2 years of service:$0.81 after 3 years of service. k$0.29 after 2 years of service. `$0.24 after 3 years of service:$0.37 after 7 years of service. 1$0.31 after 2 years of service. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project. which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 18C GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ASBESTOS AND LEAD ABATEMENT(LABORER) DETERMINATION:SC-102-882-1-2007-1 ISSUE DATE:February 22,2007 EXPIRATION DATE OF DETERMINATION:December 31,2007**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties EMPLOYER PAYMENTS STRAIGHT-TIME OVERTIME HOURLY RATES Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Journeyperson) Hourly and Holiday a Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Asbestos and Lead Abatement Worker $24.15 4.16 4.01 3.16 0.42 0.05 8 $35.95 $48.03 $48.03 $60.10 a Includes an amount for supplemental dues. NOTE: Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58,the California Labor Code 6501.5 and the California Code of Regulations Title 8,Section 5208. Contractors must be certified by the Contractors'State License Board and registered with the Division of Occupational Safety and Health(DOSH). For further information,contact the Asbestos Contractors Abatement Registration Unit,DOSH at(415)703-5191. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 18-D GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #PARKING AND HIGHWAY IMPROVEMENT (STRIPING,SLURRY AND SEAL COAT OPERATIONS-LABORER) DETERMINATION: SC-23-102-6-2007-1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30,2008**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hours Total Daily 6th&7th Holiday (Journeyperson) Hourly and Holiday Hourly Day Rate Welfare Rate 1 1/2X 1 1/2X 2X CLASSIFICATION GROUPS Group 1 $26.39 $4.16 $3.00 $3.35' $0.96 $0.27 8 b$38.13 $51.325 `$51.325 $64.52 Group 2 27.69 4.16 3.00 3.35' 0.96 0.27 8 b 39.43 53.275 `53.275 67.12 Group 3 29.70 4.16 3.00 3.35' 0.96 0.27 8 b 41.44 56.29 `56.29 71.14 Group 4 31.44 4.16 3.00 3.35' 0.96 0.27 8 b 43.18 58.90 `58.90 74.62 N Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. a Includes an amount per hour worked for Supplemental Dues. b Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days,Monday through Sunday shall constitute a week's work at straight time. The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. CLASSIFICATION GROUPS: Group 1 Group 2 Group 3 Protective coating,Pavement sealing Traffic Surface Abrasive Blaster Traffic Delineating Device Applicator (repairs and filling of cracks by any Pot Tender Traffic Protective System Installer method to parking lots,game courts and Traffic Control Person/Certified Traffic Pavement Marking Applicator playgrounds) Control Person Slurry Seal Applicator Operator(Line Installation of carstops Repairing and filling of cracks and surface Driver) Traffic Control Person&Serviceman; cleaning on streets, highways,and Shuttleman(loader/slurry machine including work of installing and airports by any means,and other work operations)operation of all related protecting utility covers,traffic not directly connected with the machinery and equipment delineating devices,posting of no parking application of slurry seal and notifications for public convenience Slurry Seal Squeegeeman(finisher) Group 4 Asphalt Repair Traffic Striping Applicator Equipment Repair Technician Slurry Seal Mixer Operator 18E Power Broom Sweeper(operation of all related machinery and equipment) GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #CEMENT MASON DETERMINATION: SC-23-203-2-2007-1 ISSUE DATE: August 22,2007 EXPIRATION DATE OF DETERMINATION:June 30,2008**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily 'Saturday Sunday (JOURNEYPERSON) Hourly and Holiday Payments Hourly and Rate Welfare Rate 1 1/2X I 1/2X Holiday Cement Mason,Curb and Gutter Machine Operator;Clary and Similar Type of Screed Operator (Cement only);Grinding Machine Operator(all types);Jackson Vibratory,Texas Screed and Similar Type Screed Operator; Scoring Machine Operator $28.00 4.99 5.80 b5.23 0.43 0.13 8 44.58 `58.58 `58.58 72.58 Magnesite,magnesite-terrazzo and mastic composition,Epoxy, Urethanes and exotic coatings, Dex-O-Tex 28.12 4.99 5.80 b5.23 0.43 0.13 8 44.70 `58.76 `58.76 72.82 Floating and Troweling Machine Operator 28.25 4.99 5.80 ''5.23 0.43 0.13 8 44.83 `58.955 `58.955 73.08 #Indicates and apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules. a Saturdays in the same work week may be worked at straight-time rates if a job is shut down during normal work week due to inclement weather. b Includes an amount for supplemental dues. Rate applies to the first 4 overtime hours. All other time is paid at the double time(2X)rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 20 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION:SC-23-261-2-2007 1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:June 30,2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification` Basic Health Pension Vacation/ Training Other Hours Total Dailyd Saturday d Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 25.44 8.82 4.90 2.60a .92 .38 8 43.06 55.78 55.78 68.50 Group II 25.59 8.82 4.90 2.60a .92 .38 8 43.21 56.005 56.005 68.80 Group III 25.72 8.82 4.90 2.60a .92 .38 8 43.34 56.20 56.20 69.06 Group IV 25.91 8.82 4.90 2.60a .92 .38 8 43.53 56.485 56.485 69.44 Group V 25.94 8.82 4.90 2.60a .92 .38 8 43.56 56.53 56.53 69.50 Group VI 25.97 8.82. 4.90 2.60a .92 .38 8 43.59 56.575 56.575 69.56 Group VII 26.22 8.82 4.90 2.60a .92 .38 8 43.84 56.95 56.95 70.06 Group VIII 26.47 8.82 4.90 2.60a .92 .38 8 44.09 57.325 57.325 70.56 Group IX 26.67 8.82 4.90 2.60a .92 .38 8 44.29 57.625 57.625 70.96 Group X 26.97 8.82 4.90 2.60a .92 .38 8 44.59 58.075 58.075 71.56 Group XI 27.47 8.82 4.90 2.60a .92 .38 8 45.09 58.825 58.825 72.56 Subjourneymanb 0-2000 hours 13.50 8.82 4.90 1.35' .92 .38 8 29.87 36.62 36.62 43.37 2001-4000 hours 15.50 8.82 4.90 1.60a .92 .38 8 32.12 39.87 39.87 47.62 4001-6000 hours 17.50 8.82 4.90 1.85a .92 .38 8 34.37 43.12 43.12 51.87 Over 6000 hours and thereafter at journeyman rates a Includes an amount for supplemental dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. For classifications within each group,see page 21A. d Rate applies to the first 4 daily overtime hours on weekdays and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 21 DETERMINATION: SC-23-261-2-2007-1 Group I Group VI Warehouseman and Teamster Driver of Transit Mix Truck-3 yds or more Dumperete Truck 6 1/2 yds water level and over Group II Driver of Vehicle or Combination of Vehicles-4 or more axles Driver of Vehicle or Combination of Vehicles-2 axles Driver of Oil Spreader Truck Traffic Control Pilot Car,excluding moving heavy equipment Dump Truck 16 yds to 25 yds water level permit load Truck Mounted Power Broom Group VII A Frame,Swedish Crane or Similar Group III Forklift Driver Driver of Vehicle or Combination of Vehicles-3 axles Ross Carrier Driver Bootman Cement Mason Distribution Truck Group VIII Fuel Truck Driver Dump Truck of 25 yds to 49 yards water level Water Truck-2 axles Truck Repairman Dump Truck of less than 16 yards water level Water Pull Single Engine Erosion Control Driver Welder Group IV Group IX Driver of Transit Mix Truck-Under 3 yds Truck Repairman Welder Dumperete Truck Less than 6 1/2 yards water level Low Bed Driver,9 axles or over Truck Repairman Helper Group X Group V Water Pull Single Engine with attachment Water Truck 3 or more axles Dump Truck and Articulating-50 yards or more water level Warehouseman Clerk Working Truck Driver Group XI Truck Greaser and Tireman-$0.50 additional for Tireman Water Pull Twin Engine Pipeline and Utility Working Truck Driver,including Water Pull Twin Engine with attachments Winch Truck and Plastic Fusion,limited to Pipeline and Winch Truck Driver-$0.25 additional when operating a Winch Utility Work or similar special attachments Slurry Truck Driver 21A GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TEAMSTER(SPECIAL SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION: SC-23-261-2-2007-1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:June 30,2008**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification` Basic Health Pension Vacation/ Training Other Hours Total Dailyd Saturdayd Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 26.44 8.82 4.90 2.60a .92 .38 8 44.06 57.28 57.28 70.50 Group II 26.59 8.82 4.90 2.60a .92 .38 8 44.21 57.505 57.505 70.80 Group III 26.72 8.82 4.90 2.60a .92 .38 8 44.34 57.70 57.70 71.06 Group IV 26.91 8.82 4.90 2.608 .92 .38 8 44.53 57.985 57.985 71.44 Group V 26.94 8.82 4.90 2.608 .92 .38 8 44.56 58.03 58.03 71.50 Group VI 26.97 8.82. 4.90 2.608 .92 .38 8 44.59 58.075 58.075 71.56 Group VII 27.22 8.82 4.90 2.608 .92 .38 8 44.84 58.45 58.45 72.06 Group VIII 27.47 8.82 4.90 2.608 .92 .38 8 45.09 58.825 58.825 72.56 Group IX 27.67 8.82 4.90 2.608 .92 .38 8 45.29 59.125 59.125 72.96 Group X 27.97 8.82 4.90 2.608 .92 .38 8 45.59 59.575 59.575 73.56 Group XI 28.47 8.82 4.90 2.608 .92 .38 8 46.09 60.325 60.325 74.56 Subjourneymanb 0-2000 hours 13.50 8.82 4.90 1.358 .92 .38 8 29.87 36.62 36.62 43.37 2001-4000 hours 15.50 8.82 4.90 1.608 .92 .38 8 32.12 39.87 39.87 47.62 4001-6000 hours 17.50 8.82 4.90 1.858 .92 .38 8 34.37 43.12 43.12 51.87 Over 6000 hours and thereafter at journeyman rates Includes an amount for supplemental dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. For classifications within each group,see page 21A. d Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, - the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 21B GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TEAMSTER(SECOND SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION: SC-23-261-2-2007-1 ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION: June 30, 2008** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification` Basic Health Pension Vacation/ Training Other Hours° Total Daily` Saturday` Sunday/ (Joumeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 25.94 8.82 4.90 2.60a .92 .38 8 43.56 56.53 56.53 69.50 Group II 26.09 8.82 4.90 2.608 .92 .38 8 43.71 56.755 56.755 69.80 Group III 26.22 8.82 4.90 2.608 .92 .38 8 43.84 56.95 56.95 70.06 Group IV 26.41 8.82 4.90 2.608 .92 .38 8 44.03 57.235 57.235 70.44 Group V 26.44 8.82 4.90 2.608 .92 .38 8 44.06 57.28 57.28 70.50 Group VI 26.47 8.82. 4.90 2.608 .92 .38 8 44.09 57.325 57.325 70.56 Group VII 26.72 8.82 4.90 2.60a .92 .38 8 44.34 57.70 57.70 71.06 Group VIII 26.97 8.82 4.90 2.608 .92 .38 8 44.59 58.075 58.075 71.56 Group IX 27.17 8.82 4.90 2.608 .92 .38 8 44.79 58.375 58.375 71.96 Group X 27.47 8.82 4.90 2.608 .92 .38 8 45.09 58.825 58.825 72.56 Group XI 27.97 8.82 4.90 2.608 .92 .38 8 45.59 59.575 59.575 73.56 Subjourneymanb 0-2000 hours 13.50 8.82 4.90 1.358 .92 .38 8 29.87 36.62 36.62 43.37 2001-4000 hours 15.50 8.82 4.90 1.608 .92 .38 8 32.12 39.87 39.87 47.62 4001-6000 hours 17.50 8.82 4.90 1.858 .92 .38 8 34.37 43.12 43.12 51.87 Over 6000 hours and thereafter at journeyman rates B Includes an amount for supplemental dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. For classifications within each group,see page 21A. d The third shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday. `Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSRJPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 21C GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #HORIZONTAL DIRECTIONAL DRILLING DETERMINATION: SC-IO2-1184-1-2007-I ISSUE DATE:August 22,2007 EXPIRATION DATE OF DETERMINATION:June 30,2008**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor Statistics and Research for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday° Sunday/ (Journeyperson) Hourly and Holiday' Payments Hourly Holiday Rate Welfare Rate 1 1/2x I 112x 2x GROUP I (Drilling Crew Laborer) $25.44 $4.16 $2.40 $2.00 $0.25 $0.20 8 $34.45 $47.17 $47.17 $59.89 GROUP II (Vehicle Operator/Hauler) $25.61 $4.16 $2.40 $2.00 $0.25 $0.20 8 $34.62 $47.425 $47.425 $60.23 GROUP III (Horizontal Directional Drill Operator) $27.46 $4.16 $2.40 $2.00 $0.25 $0.20 8 $36.47 $50.20 $50.20 $63.93 GROUP IV (Electronic Tracking Locator) $29.46 $4.16 $2.40 $2.00 $0.25 $0.20 8 $38.47 $53.20 $53.20 $67.93 Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules. Includes an amount for Supplemental Dues. If the job is shut down during the work week due to inclement weather and forty(40)hours of work have not been completed,then the balance of the forty (40)hours may be worked on Saturday at the straight-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director o Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at htto:%/www.dir.ca.gov,DLSR/PW D. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http:!/www.dir.ca.gov/DLSR/PWD. 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C 8 8 8 INn 8 8 8 8 , 8 8 N $ 8 8 $ 8 8 8 8 8 8 88 88 O p p O 6 u U) I� 6 m II m < 3 O $ 8 gi 2 m CC 8 on C 8 4 n O m m lug m o a O O. Q 0 O U' > 0 0 0 0 y Q 6 0 0 0 0 Q Y O O w 4 ` € d 0 888 8 8888 , 88m88 88 $ 88 $ 0888 O c n or g ,mn 8 8 I 8 8 0 o '6 8 8 8 8 8 8 °Si F o m Y ' F W > O 0 0 0 2 v, i Q CO o < as as Q a 0. a o 0 0 Y 0 0 N 0 8 8 8 �m 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 0 C N g V t0 al N Ipn V O V Sc N t(C 8 g v vi v I'$ U) N N a n N a. Q LL, fA 0 cn 0 Q Q Q Q < 0 O 0 YOOU X O Q O o O 8 $ - p p p p 8 8 p N 8 p p p p 8 p 8 8 8 8 8 N m 'r" a g 0 a 0 g a o nr a 0 g g g a 2 g 2 '2 a 5 6 Q Q a. > x O Q ¢ O y 6 0 0 0 Q Q O K O O O• J Z Z U. w w w W J J J O ? H f H LL O N J it i z z w ■0 K K it IZ N W C ¢ 2 2 f Zq 0 Ia. LL Y K K Z K de 2 K = I- r Z > O w w � 0 1 1 W N 0 'W Z Z > i i 0 < K G a w Y CA;J 2 O K C1) LAI O Jpp m LL 0 0 0 C > a 3 Z K Q C Z < LL 0 W z 6 0 W p 3 a Q - •Q Q 4 w x O {may ~ W U a a W N W R C K m 2 N N Y 2 < O W q�q W p 'L W W J r v Y 2 p 1- , 0• u o 0 o - 9 v u ] Q S S ? a 5 LL 0 =ca F W _ — m m V J G W LL p a. a. a. a.Q W J a 0 W -. I 2 d < Q Q J 0 STRUCTURAL CALCULATIONS FOR 12" & 36" DIAMETER PIPE ENCASEMENTS MILL STREET Structural Calculations For 12" & 36" Diameter Pipe Encasements Mill Street City of San Bernardino, California These calculations were performed by Sean Dupuis under the direct supervision of Thomas Paige,P.E. QkoFESS/p4, .p.S E. IA i s2 085724 m Exp.q. e.o )4,i • SUBJECT h- 1 / : I ! ; r e f v?(4yr►ireNBy CFA;, rti / GI t CMZMHILL ll 1 SHEET NO of _ DATE 1C /S';''',-.17 \`Z:. �.A Zv cA-.r.A.c.s3'C. PROJECT No. 3 2 7/3q, 17, 7 c I g �oQ s_ ? . .: z 41:e:P Qw/ 15-, ,, i i : :_ : : . Lan:1i`i#�'' ; 1 , _ _._._ . . . .._ „ti‘ ,, --- ry 414,/ .__ ,. : .. .,,f.ii _ - - - - - . . I - I l'�!© , - • • -e • N ■ • VD. re'4, 4l� 1^ t �_,__ ._ ,v y• , ,. P . , • : i 101 C1 / _ _.___r__ -+ -.----,- _ • --- __. .4.--- .- _0- - - - -- y 4n . - , r d-- 0, . .._ . . t _ . _ : : : : i --— 1 _ RF\I 11IVQl1 Fl1A,A 1 A(` Title: Job 0 Dsgrlr: Date: 2:54PM, 31 DEC 07 Description: Scope: NM:680000 Page User KW-0807270,Vr58.0,1-0se-2003 Concrete Rectangular&Tee Beam Design ,�„r e1i1w,1 II W1963-2003 ENERCKC Ercineernp Weans Description Top part of 12"pipe encasement with HS-20 loading [General Information Code Ref:ACI 318.02,1997 UBC,2003 IBC,2003 NFPA 5000 Span 1.00 ft Pc 4.000 psi Depth 9.600 in Fy 60.000 psi Width 12.000 in Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned-Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Rebar sit Left End of Beam... Reber @ Right End of Beam... Count Size 'd'from Top Count Size 'd'from Top Count Size 'd'from Top #1 1 6 8.00in #1 1 6 2.00 in #1 1 6 2.00 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 k 42.000 k 10.500k 0.000 ft 1.000 ft ' Summary I Beam Design OK Span=1.00ft,Width=12.00in Depth=9 60i Maximum Moment:Mu 8.95 k-ft Maximum Deflection -0.0004 in Allowable Moment:Mrephi 15.19 k-ft Maximum Shear:Vu 24.05 k Max Reaction©Left 26.31 k Allowable Shear:Vn'phi 45.93 k Max Reaction @ Right 26.31 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 0.167 0.333 0.500 0.667 0.833 1.000 ft Max.Spacing 1.300 1.300 1.300 1.300 1.300 1.300 1.300 in Max Vu 24.047 24.047 24.047 23.761 23.761 23.761 23.761 k Bending&Shear Force Summary --L 1 Bending... Mn'Phi Mu,Eq.C-1 Mu,Eq.C-2 Mu,Eq.C-3 a/Center 15.19 k-ft 8.9b k-ft 8.38 k-ft 1.72 K-ft Left End 3.31 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Q Right End 3.31 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn'Phi Vu,Eq.C-1 Vu,Eq.C. Vu,Eq.C-2 ®Left End 45.93 k 24.05 k 22.63 k 4.62 k ®Right End 45.93 k 23.76 k 22.27 k 4.57 k Deflection ' Deflections... Uoward Downward DL+[Bm Wt] 0.0000 in at 0.0000 ft 0.0000 in at 0.5000ft DL+LL+[Bin Wt) 0.0000 in at 0.0000 ft -0.0003 in at 0.5000ft DL+LL+ST+[Bm Wtl 0.0000 in at 0.0000 ft -0.0004 in at 0.5000ft Reactions... (a)Left co Riaht DL+[Bm Wt]J 0.060 k 0.060 k DL+LL+[Bm WI] 21.060 k 21.060 k DL+LL+ST+[Bm WI] 26.310 k 26.310 k Title: Job S Dsgnr Date: 2:54PM, 31 DEC 07 Description: Scope: Row se0009 page 2 User ION-06072 _ 0.1- Concrete Rectangular&Tee Beam Design ,,, (c)191{32003 ENERC.K ALC Engineering Solemn Description Top part of 12"pipe encasement with HS-20 loading Section Analysis Evaluate Moment Capacity... Center Left End Right End X:Neutral Axis 0.760 in 0.760 in 0.760 in a=beta•Xneutral 0.646 in 0.646 in 0.646 in Compression in Concrete 26.357 k 26.357 k 26.357 k Sum[Steel comp.forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -26.400 k -26.400 k -26.400 k Find Max As for Ductile Failure... X-Balanced 4.735 in 1.184 in 1.1837 in Xmax=Xbal'0.75 3.551 in 0.888 in 0.888 in a-max=beta•Xbal 4.024 in 1.006 in 1.006 in Compression in Concrete 123.149 k 30.787 k 30.787 k Sum[Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 123.149 k 30.787 k 30.787 k AS Max=Tot Force/Fy 2.052 in2 0.513 in2 0.513 in2 Actual Tension As 0.440 OK 0.000 OK 0.000 OK Additional Deflection Calcs II Neutral Axis 1.900 in Ma 7.29 k-ft (gross 884.74 in4 Ms:Max DL+LL 6.58 k-ft hacked 159.14 in4 R1 =(Ms:DL+LLyMcr 1.108 Elastic Modulus 3,605.0 ksi Ms:Max DL+LL+ST 6.58 k-ft Fr=7.5•Pc•.5 474.342 psi R2=(Ms:DL+LL+ST)/Mc 1.108 Z:Cracking 116.041 kiln I:eff...Ms(DL+LL) 884.736 in4 I:eff...Ms(DL+LL+ST) 884.736 in4 Eff.Flange Width 12.00 in ACI Factors (per ACI 318-02,applied Internally to entered loads) ACI C-1&C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I•1.4"Factor for Seismic 1.400 ACI C-1&C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add","0.9"Factor for Seismic 0.900 ACI C-1&C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST•: 1.100 • Title: Job 0 Dspnr. Dab: 2:54PM, 31 DEC 07 Description: Scope: << EN 1 Concrete Rectangular& Tee Beam Design a,,,a,,,,,,illet. Page 3 II Description Top part of 12"pipe encasement with HS-20 loading Sketch&Diagram U of 0:10 020 030 040-050 0.60 0.70 bs0 0.90 100 i -7 0.0 020 070040 050 060 0.70 000 000 1.00 Si i si.411.Ai..,.,.{,;;L.;:,.;:;N. .I_ . .11- us>� 11j 1 r t r Ii iii . j 11il�i� ii, .. � 1 l ,1 dl 21.9 • It' ... 'ill' (l 1 ki. 111) i}tii ?it - ) I:i)r)I 3 ,. a •,.m; t 11 yiI 13 I r' I til in MoUio I90k4 21.30; - - (-.l i n9.96 i ;:.1 CM=s 0.000+91 45 4 • I i'. (20 61 26 311:0 v0.96• 2,.0 71 %"1"n n 2 L} L....B.ar Nong M '•1..(11) en"«w.1(g. L'".M°n Along _.} A'Ng 0.-10 020 0.pfor;90- 60 070 080 000 100 !.36 0.10 020 030 ,, X60 o.IO-0 -606 1m e.0s I i i ,I 1 - 1 1Ir .1. NW rim {r 1 350 1- rn•r�i F-•r (. T 3.36 S r t{6 -. II 2, + {1,+-:... - .4 _ 4e i,--. :JS' YSt i ( t t,� i�/r�9�j9 1 __.__ - ` -- ,>a �• ( 7.1.„.I ii! l' r�.l It ,�1 �}.*.. ,s..��.) �. 1 '`. ,I�t ' IMF ono: Ii , ti ` I1 f { ;21(- -• E-. 0111 c V.T. I ! l' I ' .tl.. •.•'••Homan(I,A) Lou1N0 A1o05 Menter(0) : 's'••MOr1rM(ft-ft) LocM.or1 Along M1610e9.(It) Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 4 a10-6.20 0.30 9)a0 050 0.60 0.7o 010 000 1.00 2% 020 020 0.30 0.30 050 0.60 0.70 0 8 0.90 00 a. 0 t 0.70 on OA O.so 0.6o 0.70 os0 0.90 coo I - i _ 1 1E t�l1r(1. y `! I••Ill I+r, . K �lIlk; ' l I : 000- - - M'LIJ tN={: .1 °oo- - �1 '. )u9�n) ii(, I if i' -836 i i7I ` 1 .1OM 175 ( 1 2. -__._-- I i;llil!l II l! .•z" , -15 i t 19 r 66 • 1 I 4. -,677 _ •11 •2096 _ Shear 0 k) or1 A M0 0 ei SOear LOBO 14) Lkor�M•'0087 ) •2.73 2 5 z6 0 3o 0 2D o 3g o a0 050 0lo°O�70 0 6b b.90- .1 00 656 a 0 o zo 0 3'. x0�3 • 00 000 1 o0 �.r. i 593 •an9 a2, ' Jr,` ,i 578 d i',.[..1.• l aw9 366 r , t s I .t l ` ! i il '.� , - 31722-"1.14?-p-15 L..ryao7A0..J mo�r.00. 7g3 t 1 329 . 11...(t , 1 0.30 ��IlO, 60 '60 070 0l0 090 1.00 z,1 i' •I I . I 263 t. i �1,II, 063' ■ L 7 r 0 r elil't•m1Qt 1.i 03 "' •� ;t� t*•t 7-t4 - I NW soil oAO Orit5"'b;9g"''Sib' 099-n oo 0.6$ L i) jj t ( ADO . _. _. � - _.- ( 11 tii i It I j __ -0 00 ' 0.31 tE I!' I1,_I -••r f-, If ` i --0ooro - -. - --- ---_-J 00. - �_'_ -�-- -- Bs•' MamM(IM) Lor0,t Nora 00.00.,l0) Lonl y Detection In) Lorca Mom Mindy 00 Local y Os0eolion(in) Locator(Atom(loon 0ir 01) Stresses for ACI 03 Combination Stresses for Service Dead+Live Loads Stresses for Dead+Live+Short Term Loads • SUBJECT /I, /jd oti P,I e ,. i PU i' L./p ( !A : e ri '' ".NZMHILL �° d DATE 2/2 g/0. 7 ILS" NAA itiat.444cAtar ppoma No _a_l_ . ? 7/4, 17 7 S. .. i'log tt i - . c�1 ` I Trip."11141111m041 .. . 4-Yks .• OM MO i „- i r • li ! - ! ...' r-,,--‘ , • -.. , • , • ( . . ' ieti-7H • i A . . --f i ; 5 5 a ei4 4. ) 0 49 of I 5 1: ' 1 r l' le til eiff INA/ i ill ie.'e k ..:.!K7 !IR , 1 , -� �#,s ' p t t� 1 v �a� ' —Z��+;Z V-2 C�,s�l - I , 04 is-� 1 • i 11.,„id ! i, cod ; , , . ", • , , . , 1 ,, 1 1 120 PI' cx s5.�1m.P s ��' f , ,., • p I- .-- r • 1 1 1 9 i I . s ( i i ,, REV 12101 FORM 1$C Title: Job• Dsgnr: Dab: 2:54PM, 31 DEC 07 Description: Scope: Rw:680000 Page 1 II Oar KIN-0807270,VY5.8.0,taw-2003 Concrete Rectangular&Tee Beam Design e.e'nrma.r..c�,cra,wron� (c)1883.2003 ENERCALC Enpiroemy&Awm Description Top part of 17 pipe encasement with HS-20 loading 'General Information Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Span 1.00 ft rc 4,000 psi Depth 9.600 in Fy 60.000 psi Width 12.000 in Concrete Wt. 150.Opcf Seismic Zone 0 End Fucity Pinned-Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Reber @ Left End of Beam... Reber @ Right End of Beam... Count Size 'd'from Top Count Size 'd'from Top Count Size 'd'from Top #1 1 6 8 00i #1 1 6 2.00 in 81 1 6 2.00 in Load Factoring I Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads 1 Dead Load Live Load Short Term Start End kt1 k 42.000 k 10.500 k 0.000 ft 1.000 ft ' Summary ' Beam Design OK Span=1.00ft,Width= 12.00in Depth=9.60in Maximum Moment:Mu 8.95 k-ft Maximum Deflection -0.0004 in Allowable Moment:Mn-phi 15.19 k-ft Maximum Shear:Vu 24.05 k Max Reaction @ Left 26.31 k Allowable Shear:Vn•phi 45.93 k Max Reaction @ Right 26.31 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 0.167 0.333 0.500 0.667 0.833 1.000 ft Max.Spacing 1.300 1.300 1.300 1.300 1.300 1.300 1.300 in Max Vu 24.047 24.047 24.047 23.761 23.761 23.761 23.761 k Bending&Shear Force Summary I Bending... Mn'Phi Mu,Eq.C-1 Mu,Eq.C-2 Mu,Eq.C-3 ilp Center 15.19 k-ft 8.95 k-ft 8.38 k-11 1.72 k-It @ Left End 3.31 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft ®Right End 3.31 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... VrePhi Vu,Eq.C-1 Vu,Eq.C-■ Vu,Eq.C-: Q Left End 45.93 k 24.05 k 22.53 k 4.62 k ©Right End 45.93 k 23.76 k 22.27 k 4.57 k Deflection 1 Deflections... Upward , Downward DL+[Bm WI) 0.0000 in at 0.0000 ft 0.0000 in at 0.5000ft DL+LL+[Bm Wt] 0.0000 in at 0.0000 ft -0.0003 in at 0.5000ft DL+LL+ST+[Bm Wt] 0.0000 in at 0.0000 ft -0.0004 in at 0.5000ft Reactions... Cc0 Left Cal Riaht DL+[Bm Wt]] 0.060 k 0.060 k DL+LL+[Bm Wt] 21.060 k 21.060 k DL+LL+ST+[Bm WI] 26.310k 26.310 k Title: Job• Dsrnr: Data: 2:54PM, 31 DEC 07 Description: Scope: w weorn0.War SAO,1.0ao•2003 Concrete Rectangular&Tee Beam Design Page 2 W19832003 ENERCALC Engineering Software Description Top part of IT pipe encasement with HS-20 loading Section Analysis 1 Evaluate Moment Capacity... Center Left End Riots End X:Neutral Axis 0.760 in 0.760 in 0.760 in a=beta•Xneutral 0.646 in 0.646 in 0.646 in Compression In Concrete 26.357 k 26.357 k 26.357 k Sum[Steel comp.forces) 0.000 k 0.000 k 0.000 k Tension in Reinforcing -26.400 k -26.400 k -26.400 k Find Max As for Ductile Failure... X-Balanced 4.735 in 1.184 in 1.1837 in Xmax=Xbal•0.75 3.551 in 0.888 in 0.888 in a-max=beta•Xbal 4.024 in 1.006 in 1.006 in Compression in Concrete 123.149 k 30.787 k 30.787 0.7787 k Sum[Steel Comp Forces] 0.000 k 0.000 k Total Compressive Force 123.149 k 30.787 k 30.787 k AS Max=Tot Force/Fy 2.052 in2 0.513 in2 0.513 in2 Actual Tension As 0.440 OK 0.000 OK 0.000 OK 1 Additional Deflection Calcs Neutral Axis 1.900 in Mcr 7.29 k-ft (gross 884.74 in4 Ms:Max DL+LL 6.58 k-ft Icracked 159.14 in4 R1 =(Ms:DL+LLyMCr 1.108 Elastic Modulus 3,605.0 ksi Ms:Max DL+LL+ST 6.58 k-ft Fr=7.5•rc".5 474.342 psi R2=(MS:DL+LL+ST)/Mcr 1.108 Z:Cracking 116.041 kiln I:eff...Ms(DL+LL) 884.736 in4 I:eff...Ms(DL+LL+ST) 884.736 in4 Eff.Flange Width 12.00 in ACI Factors (per ACI 318-02,applied Internally to entered loads) ACI C-1&C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"1"1.4"Factor for Seismic 1.400 ACI C-1&C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9•Factor for Seismic 0.900 ACI C-1&C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST•: 1.100 Title: Job* Ds nr Dab: 2:54PM, 31 DEC 07 Description: Scope: Rev:560000 Page 3 User KW-0607270_,vet 5.8.0.1-000.2003 Concrete Rectangular 8 Tee Beam Design ca6,erM„ ..raraCel0,..6er,e 041983=3 ENERCALC Engineering Software Description Top part of IT pipe encasement with HS-20 loading Sketch 8 Diagram 8 0.10 p20 030 0,0 050 060 0.70 ba0 090 100 f 010 020 030 040_b50 080-070ba0 0.00 1110 i ;11111 717.. ,,i.., . .,,;3 i'I 523M0 , , r i r 1 s3 :. 1 f I��1 I. i �!I I•.� 1 t a i ;i� • Ii i 11..0, r r i i)t i (i. .. ,i ,;p,,K I , : 1ii.,l1 '1 :i f I�fii, ,33, - i 1I o ," ,,2e 1/10.1Ma1t"09588 :2,-30 I 1l 1'p .1996! 1 :ti Dnra.0 0004in 2640 "'--- anaa•2e Ley-{11.. Luc...Nue,.t..na.■(I,) _ ahcar Lu.d.(It). L�r.on,w y w.o.• 1 _ Vu-Oho 24 x78 W Mae-231 0.10 p 20 0.30 „0 r•s, '.00 0 70 b.so b.to t 00 loin 0.10 0 20 b 30 ; i. .6o 076 0. Sib 1.00 sae ,y(E I 1 :,114=1. ,, i tt 'ili _ 69?m i'. 'L Iif1 N I �� ,a „7 , a Hr h4-.(11%l - 4111-� . ! , l 1 1 '11 { fi. _ 1 4 i z65 t? i N -j t t1 11 R ZStlFla F. 350 � l o� �� � _,,,,,f*:__-_-,.� ' , I� I U; 1 :.7 I t I 1 811.:. ,� r ) �' N i 1 I i 7 4 ii,_- r'.Morton,(0-5) ,,.,L0cawn Awns wawa(8) ..••'••Moment(8-5) L0CM.0n Awn9 MarrWer(9) Beam Sketch Str for ACI C-1 Combination Stresses for ACI C-2 Combination 0:10 010 0.30 040 0.50 0.6 0 0.70 000 0.90 1.00 21 010 020 0.30- 0.40 050 060 0.70 0.80 p.06 00 00 0 2 0 0 3 0 0 4 1 1 1 0 5 0 0 6 0 0 7 1 3 0 5 0 o 1 .56- 100 - - , I41111t;111111111,.. ,� it'll'Wit. ?' 'ti . I o 00_-- ------ ="-IL�l s,t I t'•.` 000 -- --=� { ,,,6,,,,„,; tk `� _ _ _.__ ___. ---_.__ q3"i1 •IOU- •1:1 I tliL $35 11 .1500 1 l ___NI` i'.'HI i I1. 1671 ) 2065 - _.-. - ear 7t A 8yn�t{a) Sneer LOaO I8) 70 0 --- i K- ' t shear Loan 101 4 .1/0 o e0 0.90 H arm 6.58 0 110 0.20 0.30 _.. _.- Ott �.eb'1 000 ,.00 ••2.73 t.•i1.� 576 0 0 070 030 ,o , *- .02 ..i rt i 4110 369 I� .i 4L i o ;i4 9 -. I i1 .; N;. ewes 316 1, i 305 .4. t ill 11 1 '`i) 911w lnw{8) Lw.1�0!'60 M""'°!r a- 263 t 4 ( . i 5 i_•1.72 l),0 411 IS 030 AO 1 16¢rF .80 0.70 x001000 1.00 2 W 1 I 'I - 1 '1 5 29 Iy" t 1 s I t 1 i.,!1 •.; _ 116---`_ ti!j 1 ii, ,'t t om' i -' _--'-.- i- 1---',Y -r- - ma1:aH9t 1]0 , t;j1l'ip f it'll- l'! 11 � 71 0S3 '- 7 Tii F' 110 .:-ft rr Ti- C -i'i j 0� _ _ tool::: - 1-___'. �. -._ ors 1 ors-1 j!Yi 1L I-L ._ .,_�. -0 033 - __ - _ .. _. -000 ._. t i.- _" .. 0.65 -t-l' I.�� - t .000 _ -_- _ _1 - -000 . -000 O.sx �; •1?.�141 i� ;, 1/1- 1.' C ) � .-0oo�o ..: � .-0oo�o --- ----- - �-- air 3..''.t'7 , r.. ,.'I I r - •- ,.'l -0W 84'W. Monwre(8-9) LLraban Many M,moar(ft) LonlY 0e0.ctwn on; Loaa0oetA1oo3M4660r(1) Loom Da?m 0'(m) Lanhon Atop WmOU 6D Stresses for ACI C-3 Combination Stresses for Service Dead+Live Loads Stresses for Dead+Live+Short Term Loads PUBLIC WORKS & TRANSPORTATION STANDARD DRAWINGS =ITN -aF SAN BEtZ JA¢]7IPvo s-rANIDA6Zn EX1 STING TOPOOCAPHY SYMBOLS -4-- CErance LtNe O SEWC¢ MANHOLE - -CL. --- CITY Lttw1T8 0"' SCWCR CLI Ail OUT SAY {EIGHT OF WAS' LINE QD STORM DRAM MANHOLE r J TELEPMOWE MANHOLE OR VAULT � $ EXISTING, '.SEWER Q�LTJ L"CI --1V EXISTING WATE7. LINE Q [a:: 44 MAWWOLE OR VAULT IS"CONE —0 EXISTING STORM DRAIN O E J WATER MANHOLE OR VAULT 2"M Ch EXISTING, GA • LINE `C ELECTRIC MA■woLG OR VAULT -r —. umO'GD• TEL.cc*azUIT [r]PP* ELECTRIC 02 TELEI'4oM1F. POLE IrlD.CONC-7-I P.- T ('5T. IIZRIGATIcou LINE is ELECTRIC "TOWEIE ? v E LIND1CP. ELECTRIC COND. E---- DOWN Gur S.L. " S'T'REET LIGHTING FIRE HYDRANT --Si 4,---- ' .s TRAFFIC SIC,NAL. a9vM WATER. METRE F. --- �� FIRE ALAtZNt t3 WATER. VALVE 1q"IV PCC__ It CULVERT IA GAS VALVE . v v U v-.13- DOARD FENCE 37-4 ELECTROL1ER CUPRICNT) —x x x—x- 3AZDED WIRE FENCE Q-.0 ILLECTROLILTZ (ON MAST ACM) 0 0 -0 0 CHAIN LINTS FIT:►4CE .4-i TRAFFIC SIGNAL O 0 a O WOVEN WIRE FENCE TRAFFIC SIGNAL (ON MAW ADM) P.C.0 bLOCIS WALL aF1 (FULL SOX — Ott -411=I- RAILROAD TMAG1 S ® TRAFFIC %IG 4AL CONTWOLLue ammo TRAFFIC SIGNAL. DETECTOR; WEDGE co—* WALLS• WAIT EIGINAL �...„—pt -.--- DIRECT ION FLOW DIET 11 PAEISIIJ w NIIITSSL N'.. 1 . 'TRAFFIC SIAM -' ' - DI $CTIO'1.1 FLOW PAY. ♦ 4TREET' NAME $14.I 14 ;± er —,Nr- -nm—m►'— TOP OF R °' — _JL— un .WL SLOPE 4 STOP S(<iN P' .1 TOE OF $LOPE XX E.E.CC045044 SIGNS r 1. - - - - - GUARD IZAILING Q.Q. CEOSSINGI SIGWAL. PC.0 SIDEWALi4 (DASHED) * SPRINKLER MEAD A F C.C. DRIVEWAY d DELTA , ANGLE POINT Z P.C.0.CUR$ f. GUTTEE 0 POINT ON TANGENT .0' 1 U.S.MAIL Sox 0 SM¢U8 - TREE (DECIDUOi15) ; d u 44 PALM NOS- EvE2G EEN(PINE,ETC) 8 SECTION CORNER. 11 09 9 I/4 COR:ME{L 0E1 IX ?CC SLAG, tJWCOYEI�D 'N. BU/LDIWCZ APPIZPYCD STANDARD AZ,,t. 2.4. �19i (,v Na• CITY OF SAN 6EQNARDIIJO PUBLIC WC -I' DEPT. a/ '" SO CITY ENcrimiEER.. - I irAlik • - -- - I G!'/TLET OUTLET TYPE "A" MANHOLE TYPE "B" MANHOLE 1 a Weill! � _ _ Nil a Ilk Ge/TLET GY/TLET % yr 1 El TYPE "C" MANHOLE TYPE"D" MANHOLE III- _ all II CUTLET TYPE "E" MANHOLE CITY OF SAN BERNARDINO PUBLIC WORKS DEFARTMENT APPROVED DWG. NO. STANDARD MANHOLE - ,1983 FLOW CHANNELS f'o 300 Pi - 4 0se 't PO PP ILL �'^ 8 �' ' r a. b LOCAT/ON OF MANNOLE 2 ^� :. h A 0 if' ►. A ' S I j o SECT/ON B-8 � • „ 1.� BAS .xw seEMore'3 . et„.L. � ' e r _1 ."Ti4//Ci W5..b'✓�'Ir!/T /WAR'..b.GurA'Eepl y in O ' : CDNC.e!ETE "At,. . srxret-!'AP/NTEO;Oe . • .' . . • . • . .tS11Wcc-fss sso-a-azso P•rG°Fd.PMEl7 c'D AvoAwe°ON(/'t/D/ST `y'l /•D- LAPSED NAT/Ve je rid �i= A97:427 r4.4�1.76 MAK/mac e- .e/.v6•s #e" CLASS_ZrA B l`J c 11§ 511 4/56' 7-04s77c✓c/.vr 8E441/V$ C`Affit;V /D Ser77GW A4 A I /•ye. JOINT DETAIL MOTE$: Ft�ereE.e T EFL eGw/)fhGast rrinForeed Carzrett manhole s sha// G L Y,f o/r>'s fa t h e o P p//e a 6/e r e y a i n e m a n'a of 4. .T.M. `s"c'gt"'T am,'A)shah/be:des ,,ed4orA.A.9.HO H-20 /oath/,y, e3)nane/e-le shall be oompeef/y wbre401, een tr/fuge//y *awn er machem/ca//y te/npe d. E h/�4 TEMP $TDIo Cone paws crone-a,•,d-sfoft.vV/#'be eared. Z.)/~pr stiLd/visro, work,manholes fusses f covers ie be ca. - etnvetwd a"bakov office/etreert',voles by slower coon cter:Asv/n9 ctant/-acter lb ust Fraves rOneers !o officio/trade effrr pee///19. ,yatit cE .3)Manho les sha//be Qaated ins/a■(nc%dny n7enho/e w.ar -,e STOP fb,v channels fyrade r/n9s)w%fh Hunts Abeess 49/o'r4 No. /.ZO P.vo/- s'a /173 7tP.61.600.7 4')/VA,AVe AM/ar aibp,s .sue//be /•stalled svi l`!, P.KC., A.B.9, or A.C.II? p/,:c.as . 1�/414ee a obseAl/e /5,i d/4eel a Xi"cement ~tar Pliiires'. Pro• /ed smooth Aa/sh is to be f/aced ut neiv efian/,e/ eel Adeed nate -,S een« ,,n,Aw� (re,st„ec4l A%4TER STOP PLACEMENT AY udder,o'h re set o c' aillm 414 I t�ozurs,s� CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED: STANDARD PRECAST REINFORCED CONC. s- /G ,1983 NQ STD. 48" I.D. MANHOLE ° ' 301 DIR.OF PUBLIC WORKS/CITY ENGINEER R. .ti.wwd S .4o.✓ 41e.W-7 I 414V#OLf Come 1 FRAME RFQwREO O/, eovs/o 1/S • CL&IR OVERALL WEIGHT AP.MZ/#4'2 N/,IC BASE D'E/6A? OOQO �p O�OO 22%i 33 6 .4.60 A 6��aDp �ooO . L. , oo°DO000°a p0000°°oo A ❑ooD000 o�0oaaoo J - r Q00o0O�7D0 p�'Doo I. Manhole cover she/be design- oQoopOOa D 0.0:000 0 000.0/OQ QOQoo /o dforrg,4A.S.H.O. h�RO aaa°°°o�°o�0 , . Cast iron' sha//have wini/ruw 00QQ 0(❑ 6 tussi/e strength of 30,000/.6s Per ssua a incb. .70.P YJEW • • / s. r- C/ear Openirt9 I j0 / o .... .• _Peri0..J 1=Y / r h -/G3 sho// 6� c-on r-c,c eaS G^ M•snf/o/es sho// bC consfrc/cJrd Lae/ow /7n15hoc/ 9,-caSc w/•aon 5fr / to g# 6�+whop in poved s,' /5/a f PY-7✓L�d Or' th'75L/P1 cQ/ Gost/reanf 2 . Sfr-eQf O/- c r,e surR)c. - ' .I e -, : •• . 44.. • .• :, MC: • k e • e = •. - . w• • . . ••= •g �--grade Rngs ��y: SSCJ J O,/J 7.;ZI l'1rS 4./e Si! 1/_z/k ' J J./J cA/ IN SJ'J ;J5 21/ CITY OF SAN BERNARD/NO- PUISLAC wo2K5 DEPT. ,4PPAVfED : 3TANDARD 3T/9ND4RD DRAW//YG Avgusf ,e9 • /9 6 7 ND. R 304 /YIAN/�i/OL E COVER / /t/D / 4', 41E' C/TY ENO/WEER oh gml 1`` At At 'I � TRC/jC M// �W �EASuaeMEW S ARA� � � am To SS MAV a 4r Top ��� '%'' n-. 1 t % 1 OL MIME' -- / 0.5 D. MI N- H AN.+a SHADED F"izOM LiNIJIS-rt..)213ml:-., tt__, `, W D ' , w «<............... Pi 11 Aro .2 4. it, ... im, , i� C 1.41" / Ws 114 ,�' :`_end., .- o —,�� 8 'S 5' cf- c- _ 'o �Vi a. //// IT _ '/ ----zi-IT 1_ /' /s ' V/�= 1 :Mil r MIw. DELOw SELL 0 5 D. Mitt). H.4%44'Co .S1-4,41=W F rzo M G az.A --,u t—"lz @,EL'7DI%JOT ■ A"rE'elAL. )JOT E: ( 4P W % Er 16.4AX1P41.00 G, � � MsfosmoM row- fslpE a14l4cTCW-4 Z4%' .bI•iv 43wlbttt:..• NOT'L 0 2 - W MCtu TQ.ENCN WI VT MS AMC iZLA'rt'e. Yi A•4 SHOWN, rue CITY E,J6INELZ, MAY =Me* IN*T,A.L.AT10N oP CopecIz I:TC GCA17LE 11117DH•41. REV lihtvid cSte,do d No. I4I--,G G 00 j CITY OP SAN BERMDI A wO •eu uc wo7i v,s_`D�IIPr, A D STANDARD 'TYDICA 1.► 6E0CiN f .�, H 13 ,19 CT " Tzcwc `-1 WIOTN . SAM ITA1ZY 5EWEIZ5 4. STO 'M DEAR'S - 306. cITY tNGtw e¢ XISTING AC PAVEMENT O® TRENCH WIDTH .i. i,:e:d-:•:.W..•.._.-:-.I:I 95X 1-. 4' OR LESS 4' OR LESS .•.•.+.•.�.•.•.•.•.•. I REMOVE/REPLACE EXISTING REMOVE/REPLACE ••• ••• ••••••• ••• • !AC STRUCTURE SECTION EXISTING AC '•••••'•••+•'•'•••' PER NOTES: STRUCTURE SECTION•. • • • • • • • • • • • • • • 1.0' MIN • • • • • • • • • • ••• 95X I O© 10 12 PER NOTES: 0 W • • • • • • • • • • r/////////////////////• Z +•+•••••••••••••••••• _ _ _ _ _ _ -._--.�._��I:1'I'I'1'I'I/ • • • • • • • • • • • , N •�•�•�•�•�•�•�•:•�•�• Z - ._ •••••••••••••••••••`• ,W J ;i,..1: . Z.:;:.•‘{''''''''‘' CURB AND GUTTER :,,+.�;•,+•: .;,+.,;oti;-4rc, jw g MAX TRENCH WIDTH OR EDGE OF PAVEMENT 0 N '�M• .;.4., .' TRENCH EDGE `.:r. ':.;z':' :;:6" MIN : . z•: 'fi_A i TYPICAL SECTION PAVEMENT REPLACEMENT LIMITS GENERAL R GHT-OF-WAY TRENCH NOTES: OR AS DIRECTED BY THE ENGINEER 0 ASPHALT PATCH 4 INCHES MINIMUM OR 1" GREATER THAN EXISTING AC, WHICHEVER IS GREATER. ASPHALT PATCH MAY BE ELIMINATED OUTSIDE THE ROADWAY PRISM. COLD MILL OR GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15' WITHIN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT CONCRETE SECTION WITHIN THE SAME LIMITS. FOR STREETS THAT HAVE BEEN RESURFACED WITHIN THE PAST THREE (3) YEARS PRIOR TO THIS TRENCH EXCAVATION (AS IDENTIFIED BY PUBLIC WORKS RECORDS), GRINDING SHALL BE EXTENDED A MINIMUM 1' BEYOND THE TRENCH UNITS, OR A FULL TRAFFIC LANE WIDTH, WHICH EVER IS GREATER. EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF EQUAL THICKNESS IN ACCORDANCE WITH GREENBOOK SECTION 201-1.1.2 AND INSTALLED IN ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBUC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 0 ROAD BASE: CRUSHED AGGREGATE BASE (GREENBOOK SECTION 200-2.2) 7 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, 95% DENSITY, PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED. p TRENCH BACKFILL: SELECT BACKFILL, 95% DENSITY, PLACED IN 8 INCH UFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY PRISM, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. O PIPE ZONE: SAND (SE 30), .ETTED, PER SECTION 306-1.3 (GREENBOOK). OR PLACED MECHANICALLY TO 90% DENSITY. PIPE ZONE SHALL CONSIST OF A 2-SACK 300 PS (t) CONTROLLED LOW STRENGTH MATERIAL AS SPECIFIED IN SECTION 201-6 OF THE GREENBOOK. LOCATIONS SHALL BE SHOWN ON THE PLANS. 2,311 JAM - PIPE ZONE FROM PIPE STATION TO PIPE STATION X+XX.XX X+XX.XX pS MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL 8 6 MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18". 7 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED ANAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36" MIN). O SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND PIPE BEDDING AREAS. p DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. 10 ANY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE UNE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT, LANE UNE, CURB OR GUTTER. ® NO FLOATER LESS THAN 3'-0' ALLOWED. © PATCH MATERIAL SHALL BE UKE IN KIND. 1 UPDATED.REVISED at REDRAWN STD ePc 1/22/2007 140. REVISION BY DATE APPROVED CITY OF SANBERNARDINO • APPROVED $-Z 01 STANDARD DEVELOPMENT SERVICES--PUBLIC WORKS/ENGINEERING NO. TYPICAL DETAIL 310 RESTORATION PERMANENT - SURFACING/TRENCHING OTT MMHEER 1 OF 1 rm Rew,,r✓,f7b• 4, Air- ,_ -I% CASE I - 51+O1LI1Jq r .vccrriCAL EX.CAVATIOYJS !I P•Awe..., • unit pressure in per. P i-, I Ca.. Cisnt •f aef..et earls-. pressure rase/sp um l,• unit urea ht.f 1 to p a•F t• :perth t•Fe ecavatian in feet N Use Following ve.lVei or p.io in oleos,.or Smor�nq Kti e' 25..0 r For elli sills eroert vrat sent I sdturated 11 Sell ar s.f"t plastic slay Kv► : So p,a.F for wet Selr.sl . //r, 1111 Kau = too pe•C Cr o soture.led soil e...I roe s.rl past..13oy P `h a Ir • 116•+01=Ihia FOR SI.ePlNat CxCA.VA.TIONS P * P • .s►S.u,r a 11n,t p•asaur•e. •n p s K ,. e•a4T,e,a..• or.•et....a.e.v14, peeos.t' almost vI • unit v.siIht 1• off i I e -c F' .. 1.•1 • 'pep+l. .r se r'.=tie.+ in Feet . I.I UZC Fell owt.., v..1 ue=of 1S✓ :on, .les..r.eFel +er.-q wpm-ves•• •,•MI,u pG iF etiole—c a c.-.+.nr, sr ti- ece.rder.ee wi+t, F,ure I, b .I. . . 11 =1I1u3:i1 P tSti•ass pier For all soils es,r6rt•wet-sensi iauturateel Soil,tor earl- P(c.tse et e,c) • 4/ lief a p fir wet r..••t 31111 Y Y Ivil V te s o.c.r. g......- �etura}s a ieil 4...4 Fer \\ S•ri- I.teestic cloy . N a \ ljlu �eCrte+sess ur+iresrrniy Fre••. rno,c.n,vn, atue For vert-.eal eSceaveFiaw ieVITO. Alior a Sia►e; wF,O.SAL ...-..4 le •F •r•al.rialrta-. d aeutota4V-( See. C.-ocher et Nedra N•• S, III Kw t 7yGr • pitCguMIL' I CAllra 31t,• smocr.u.scr, row. COMBINED VE .flCAL AND SIw4*INGt EXCA eATIo1JS PI 311 PI a .e.K1►f.N7 • U.4 t" pressure in p.sr(use 4 u.i value. per Figure I L. Ce,sC3t.) III(ARV 311 P2 z Unick pressure's,. pm",F. (vertical psrha+n`verse, Lb". orrr.li. From, e. ..elu... equal tp .5 KW" T Weser,S u gb• + • .n .vestuft equelt to •S K^ur• (■•4-Zs h-Tans) wI.,sn 0 *r s When j is less a - }Non$/.PT s .e. ur (b a.251, - Tc+n,A1 - IS t Coe.Ffiete•'$ o f ete.ivc claim., pressure • HT I Id s Urn} wei h o tosl ,n tads f HT:. atptt•, e,tc Qveit•.o.. tro r ear. . I� a De•P1•t•, . verl'Ical port-tart o-t$C t/Cyrer, .n Fee}. lift Use Fellowin vetilleS or ivul' Ind siges of s4am4es9 h 1 port • IS tr.F for all soils except- wet sand, sarture,t-ed Soil , or Seri- plas •ic Cleiy . 47 Mj•lu• so p•-F Fer wet sand. I i 1 ••1tl• loo ?c F Far saturcOred soil cone) For sec rut•'-1 P=, p e.St.ic ele.y. 'E sea Carier.l Note 4- yE N E RA L NOTES i. I.4A.r5,a.IA _g: . .•All n.crer.als ased for sl•orsnq,stns.#.,.$and legging un cor'pLiinq w.44.+Ise prevsilans eE Otistbwaletrailn.j ui e)be new or used but S4.c.lI be, Free from de sets and den.c,ge tent n.igl,t in any wc+y irnpcnr M,tirprstestivt function.The grades,or structural preperties of such mei tereols,used For shorir,c�,s1.all corresoasd to Sp.Ci fieO I.11se veviform budding code or current Stenderid grading and drtss.n,rules of 4C-•e west coast Lumbera.artsAssn. curs appl•eobte, For isle st'asaes used. 2.$M0I=INCi WW2. CxcAV.tTIONS: a. Snor.n For eecev/athew& Shall Consist ofrrt Mom horij•ryfal and vertical ipecin ,wood ehorsng members th eoaleuet• will,the e�reuod Shoo be net less boon 2 ihehesthieis and 5 shcPses wide.,spa+oed eve'sy O feet,eot.odrn9 Growl. tap to roman. •1 tscovts.n.Erecwetien braess moll be rl t less Wogs 4lnel...s wide and 4 ,d,..Wise b, snoring For eycnv.l•..r.s Shall bedts.gned by a Livil orStruc+urol er•gjsneer.egie erect in hit State of Calif..sh•run for excave•tions Shea be de-Cc r.sd to w.q.atend not lest Moan Me loci.,nnd•eated For the test inwlve a/arid in Irmo pr v.du-.i leis bfrertgttoi Shona system complying to me S4..te of Co.Csrerniel,IDer-r4w.cr4-.FTr dual-rial Rale.hi•ni Construeteon Soo rety •rd ere. C a Ail design f4-resses For lumber uses FOP shoring row e„ecorvoesono shall be per the.current edition of ttsrelonl Frodiny and dru.ss. rules of N. West Cant Lumbermen.,ASsi. except thee rimy be.increased by S% Allowable desi stress.. or steel members used sn snoring lbr exemvotiens shay be per the latest edition•F the Uniform pudding Code eigeort thpt tb.s may be.ncreess.d toy sty. d. -me e.n+►ee*or shall abta.n ..ppr.v.l f ruin she Reset"Divider.pf]r.dustr•c, S•ftfyy OF sic-r■r,a�40 he used and Vi.0 then furnish dsisils•Fs.ld shoring to the ei*c, For use.In the inspect.ion of *ltpr.jt ct. . S. Angle en is Mot conheipafe4...qle r.+l w'hic+.44,t soul .rrir•lvad will sorely stereo vv.M•,out sb,•r•r. ,but intro test Sb,oll it begrsater than S's• (I.u.A lore of three quarters hori3onte,I to one vertical.) 4. Nev.-Stress erode lumber For sheeting and lagging may be.vied providing the Following thicIthess and Sfloun9 reeloirl.• rsents art observed: Minin.un, rougl, IbrieKness at slowing or legging fw.nin.u.., special of s++eri..q -e ...sties .t- fesf s .aches Z Fttt • ma...ever, 4F,t minimum, roue, thiekne.sess and Are>.Ims.n, Spf.eings tab Ieted ob•vs�e r non• +rest areas.lumber be ober/o +.d provided fire*/erade.st•••.•r er steels user Firslsaetu. or eeeltn seas Om/et r. .rf'a°oo...gkr t wintl.ne Sirs rt da,iOr us:■.e7 tee some.Ir.terem es rhe,t sMwee for/Wor.ng for opeavattone, c eapt e..t me.uaff•le.rntof uq►+t MenlhtingY 1G re ..teal re .e (sex t•�+w.fl The I..d.w e■:tar.a i,.,...-,are..,era w.ir.:w.u.,•F t N...ceess di...., wuwnor eb iw these.dos+Ow arc Perko..�be pertr•fMO�sy as rt .oF writ rni. bivisiow or 1ngo err. l safgty ....s Folly • vale tai K•W eb•..n,sere•.7••e'Y mos....ta rrw./..�swig.weal .off.ne ore ree..wn.awde l b a staictered etY 1 s:..e•• el • eYbt ,r•ry •The fete oast.e.•e`.M p.o.of aodo•Prt.austOhI be ►rerrlwt tadwl•a1 Owl/dove bS Y w "01 5..10 way s .p aebe f R semis. sews lash•'t.w as ores{. o.eevor..w.swab w.ed.F'.ed M•r.emus.,n.s .wet.fC••.au...-ea D•r turs�.e.rOC I..deara.tw eel f�,e i e-, a.•.• 1•.. a..r•e• ,1.•se.•••aateve eN.rwrMt and 1.1ar.... -; e... Vn CITY OF SAW ,'tRNACINNO' PUbl•IC wotzlsg DEPT. ArrROVED STANDARD CR.ITETZI A FOIZ THE DESIGN /a.- `1 , 197S Nor 07-)4.44.. Soo. 01= SHORT NC FOfZ EXCAvATJON . CITY ENGIAIEEQ ■ z srY �t �h ABBREVIATIONS ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL. Avenue ,= Ave• Alley ^ A Boulevard • Blvd i�l 1 �j 0 Center = Cfr "all \le r m ii 1 1 Circle = cr 170 Court Ct Jr_ �;•� _ / Drlw = Ot - -BORDER f4- FROM ALL EDGES .....y = Hwy I SIGNALIZED ) . _ Poo. PI INTERSECTION R a j ,./.°/°/° Parkway Ptkwy �' UVUU_� Road • Rd 6" 5®® •E 40 Slat. Rout. = Rte iiiiiiiiiiiiiii Str..t ■ Sf Troll Tr ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL Way Woy ---Sl �{ 8lPD MOUNTING 6 :- 420Gic-xf,c4a ' a�N, : Q HOE PAT ERN -A� -BORDER FROM TOP : BOTTOM © � l UNSIGNALIZED 1 - INTERSECTION ° Sf . N 4 • 3/- 5/16" I — 1 0 DIA. 0 LOCAL / LOCAL . 1 J I NOTE: BADE •44-BORDER ife" FROM TOP I BOTTOM1 w_f, Palm 1 STREET NAME i NUMBER SHALL , BE CENTERED BOTH VERT. E HORIZ. 4" I 1.� f I WITH 2y4"CLEAR ON ENDS I ON SIGN BLADE. • pt MIN. LETTER SPACING • 7S% 24" MIN. F- I F.H.W.A.STANDARD I 36" MAX. OR APPROVED Q p L E WESTERN HIGHWAY PRODUCTS _ I OR APPROVED EQUAL I. 4 3 O 16" & 9" ) SIGN BLADES ARE 0.08 GAUGE EXTRUDED ALUMINUM CD Q ALLOY WITH .250" STIFFNER AT TOP & BOTTOM EDGES. DOUBLE m - FACE FINISH WHITE LETTERS 1, BORDER ON GREEN BACKROUND CURB DRIVE 6" SIGN BLADE TO BE FABRICATED USING ENGINEERING GRADE FACE SHEETING. & 9" SIGN BLADE SHALL BE FABRICATED USING HIGH RIVET. INTENSITY REFLECTIVE SHEETING. • 2'-0" x 112 ) SIGN BLADE SHALL BE 0.08 GAUGE FLAT ALUMINUM ALLOY a SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACK- TOP OF EXISTING ROUND BOTH FABRICATED USING HIGH INTENSITY REFLECTIVE SURFACE SHEETING & ATTACHED TO SIGNAL POLE AT 96" FROM SIDEWALK - m USE BRACES WHEN 36" OR LONGER IN LENGTH. I SIGN - TO - SIGN BRACKET, SUPR-LOK 2N990X. .280" WIDE SLOT, VANDAL - PRUF BOLTS 2NVPAI2. ' O POST - TO - SIGN BRACKET. SUPR - LOK 2N97 SOX2 .280" WIDE SLOT. ANCHOR: VANDAL - PRUF BOLTS 2NVPAI2. 2E4 ESOA30' O OD SIGNPOST TELESPAR r SO., 12 GA. HELD TO A 21/4" S0.•30" H.D. ANCHO 12 GA. E FOUNDATION , PORTLAND CONCRETE CLASS 500-C-2500 �, p" I O MAX. SLUMP = 5". CITY OF SAN BERNARDINO / PUBLIC WORKS DEPT. - T STANDARD' APP- �VED / 1 _ - FLAN STREET NAME SIGN DIR. CT•. WORKS . v0 CITY ENGINEER- suc lOF1SI6EtS y .1 / w W \\._,,,... • ,....,) (i)2. — I MAJOR STREET I At- isk- i 4.--- . ... _, .. 4 r-„.. \ B.C.R. U. 4i! ¢ v u T 11� aa } .1 MINOR - STREET - m m "T" INTERSECTION +' INTERSECTION "L" INTERSECTION LEGEND DOUBL£ SIGNS WITH OR WITHOUT R-I t SINGLE SIGN WITH OR WITHOUT R-I NOTE: LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXMATE. ALTERNATE LOCATIONS TO BE APPROVED BY ENGINEER. TYPICAL LOCATIONS: ON B.C.R OF N.E. 1 S.W. CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE STREETS. THE WORDS PRIVATE STREET" SHALL BE 4"HIGH AND CENTERED WITHIN THE SIGN. 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O ~ p W E O O L O �p m ; Q v- E o n o N N c n E 5 i g H I e ,,D,,,, °g C NI 2 y o E ° J__,-,..--.1 I, / L J m. zl 4 ._ e > 1 cE Z pc 14 0_ '_' , o ° I .n •. !8m F ° ~ r• in E #° � 1 O # # L: m I-pI iI 1 I ; # Z m°o I I ,,n or_,.BI r~I ,1 Z t o+ 9 1 .,Z l o♦,.8 1 1 27 1 PROJECT LOCATION SURVEY DOCUMENTS FOR SURVEY DOCUMENTS REFER TO THE CALTRANS SURVEY CONTROL MAP INDEX FOR SBD 215 FROM RIVERSIDE / SAN BERNARDINO COUNTY LINE TO JUNCTION SBD 15/ SBD 215 SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA ERS�ND LAND SURVEYORS ASSOCIATION CALIFORNIA & CONSULTING ENGINEERS Professional Practice Committee - Riverside/San B inB Bernardino o and D ssO�chapters (In Cooperation with the Riverside &San PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. ice All work is to be performed by a person or under the supervision ERVICE person of these Provis tons). Land Surveying (refer to Sub-section 6-1.10 "SURVEYING following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTI )N PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey(sh)ould include the use of a metal surface of the road. It is suggested (that) the search( ) survey monument, When the detector indicates the possibility of a buried f road surface ,then digging below the surface to uncover the monument recommended. (2.) The survey crew shall properly reference all found surf oonu ents,which may be a disturbed or covered during construction,to stable P (3.) The authorized surveyor shall properly complete a Corner Record or Recodmof Survey for the monuments noted in(I)tem(2.), above. Prior to the start of any work,the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall of the construct o Key monumentsshall be of monument as the original, in the surface minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key ec monuments(section corners, quarter section corners). 3. The authorized surveyor shall properly co�acter including tag number,cand submuit it o for all set monuments with a change in ch the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this 5 day of m t -cto- , 2008,between the City of San Bernardino(hereinafter"City"),and zJL/lam _)L (hereinafter "Contractor"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the City, and under the conditions expressed in the bond as deposited with the City,receipt of which is hereby acknowledged, the Contractor agrees with the City, at the Contractor's own proper cost and expense in the Special Provisions to be furnished by the City,to furnish all materials,tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASEMENTS AT MILL STREET (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT 3 in strict conformity with Plans and Special Provisions No.12350, and also in accordance with Standard Specifications for Public Works/Construction, 2007 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services City of San Bernardino,which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The Contractor agrees to receive and accept the prices as set forth in the bid schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work; for all risks of every description connected with the work; for all expenses incurred by or in consequence of the suspension or discontinuance of work; and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions and requirements of the Engineer under them. 3. The Contractor herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the Contractor or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors,vendees, or employees in the performance of this contract. The City and Contractor shall carry out applicable requirements of 49 CFR, Part 26 in the award and administration of United States Department of Transportation (DOT)-assisted contracts. Failure by the City or Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT:CONSTRUCTION OF SEWER FORCE MAIN & COLTON LIFT STATION IMPROVEMENTS AT INLAND CENTER DRIVE SEWER MAIN & SEWER ENCASTMENTS AT MILL STREET PLANS AND SPECIAL PROVISIONS NO. 12350 (SW 08-08) I-215 FREEWAY WIDENING, SEGMENT' 3 4. City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to,for the prices aforesaid,and hereby contracts to pay the same at the time, in the manner,and upon the conditions above set forth; and the same parties for themselves,their heirs, executors, administrators,and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first above written. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: / cr BY: ii F/1 ILSON, City Manager City of San Bernardino BY: TITLE: /4:6-.5-6,14i e ATTEST: MAILING ADDRESS: !°` . ,t ‘ 62oat'f,,}f ////h.t(f t RACHEL G. CLARK City Clerk , ,4- Cf sz373 PHONE NO.:(Yd') 7:P-3 z2 r APPROVED AS TO FORM: S F. PENMAN, City Attorney c t e C' t t t c c c C c t t c PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE Bond issued in four(4) counterparts Bond#58650703 Premium: $12,783.00 Performance Bond KNOW ALL PERSONS BY THESE PRESENTS, That We Weka, Inc. of 826 Brookside, Suite G, Redlands, CA, hereinafter referred to as the Principal, and Western Surety Company as Surety, are held and firmly bound unto City of San Bernardino, hereinafter referred to as the Obligee, in the sum of One Million One Hundred Forty One Thousand Six Hundred Ninety and no/100 Dollars ($1,141,690.00), for the payment of which we bind ourselves, our legal representatives, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a contract with Obligee, dated the 5 day of hyteat 2008 for Construction of Sewer Force Main &Colton Lift Station Improvements at Inland Center Drive Sewer Main &Sewer Encasements at Mill Street NOW, THEREFORE, if the Principal shall faithfully perform such contract or shall indemnify and save harmless the Obligee from all cost and damage by reason of Principal's failure so to do, then this obligation shall be null and void; otherwise it shall remain in full force and effect. ANY PROCEEDING, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. NO RIGHT OF ATION shall accrue on this Bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of the Obligee. SIGNED, SEALED AND DATED THIS 3rd day of March , 2008. Weka, Inc. (Pri 1.- B f (Seal) Western Surety Company 714i41/4..... Mre ) By: Shannon M. Lopez, Attor e -in-Fact (Seal) CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of San Bernardino On March 3 2008 before me Kathleen Ryan,Notary Public ,personally appeared Shannon M. Lopez who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature(s) on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ."'''''-. KATHLEEN RYAN WITNESS my hand and official seal. COMM.#1678421 n V ,t.. .- NOTARY PUBLIC-CAUFORNIA SAN BERNARDINO. COUNTY fi p�� � (Seal) `, My Gomm.Exp.JULY 2& 2010 Signature idlI ` Or OPTIONAL Though the e data s not required by l of this may rove valuable to persons relying on the document and could prevent CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER Performance Bond Title(s) Title or Type of Document PARTNERS _ LIMITED GENERAL Number of Pages Z ATTORNEY-IN-FACT TRUSTEE(S) _ GUARDIAN/CONSERVATOR 3/3/08 — OTHER: Date of Document SIGNER IS REPRESENTING: Western Surety Company Weka, Inc. Signer(s) other than Named Above BOND ISSUED IN FOUR (4) COUNTERPARTS Bond No. 58650703 PREMIUM: INCLUDED PAYMENT BOND KNOW ALL PERSONS BY THESE PRESENTS, That Weka, Inc., as Principal, and Western Surety Company, Surety, are held and firmly bound unto City of San Bernardino , Obligee in the sum of One Million One Hundred Forty One Thousand Six Hundred Ninety and no/100 Dollars ($1,141,690.00), for the payment of which we bind ourselves, our legal representatives, successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the Principal has entered into a contract with the Obligee dated c 4 I '°`'8 for Construction of Sewer Force Main &Colton Lift Station Improvements at Inland Center Drive Sewer Main &Sewer Encasements at Mill Street copy of which contract is by reference made a part hereof. NOW,THEREFORE, if Principal shall, in accordance with applicable Statutes, promptly made payment to all persons supplying labor and material in the prosecution of the work provided for in said contract, and any and all duly authorized modifications of said contract that may hereafter be made, notice of which modifications to Surety being waived, then this obligation to be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED: March 3, 2008 Weka, Inc. estern Surety Company _ Prin Surety Shannon Bye — By: , (3`eal) Shannon M. Lopez, Attorne in- act(Seal) CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of San Bernardino Kathleen RY an,Notary Public ,personally appeared On March 3, 2008 before me Shannon M. Lopez who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature(s) on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ,��"'�<>.3KHEj7N ATLN RYA i,•-s WITNESS my hand and official seal. . .,,;.M COMM. 8421 NOTARY PUBLIC CALIFORNIA _ro /� `v /oil (Seal) U , MyS Comm RExp.JIULY COUNT 2010 Signatur �.p��-�'-�� /' OPTIONAL Though t e ta fraudulent n require by law, t may prove valuable to persons relying on the document and prevent t CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER Payment Bond Title(s) Title or Type of Document E. PARTNERS LIMITED GENERAL X ATTORNEY-IN-FACT Number of Pages TRUSTEE(S) _ GUARDIAN/CONSERVATOR 3/3/08 _ OTHER: Date of Document SIGNER IS REPRESENTING: Western Surety Company Weka, Inc. Signer(s) other than Named Above Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Peter M Davis, Kenzie K Thompson, Shannon M Lopez, Gale Delo, Martin M Davis, Individually of Redlands,CA,its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 28th day of September,2007. e5a¢ry4 WESTERN SURETY COMPANY ar; PONq�i^!1:1 ■ O,..._...:, Tii ppK o . w Paul .Bruflat,Senior Vice President State of South Dakota 1 Jj ss County of Minnehaha On this 28th day of September,2007,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires 61111 SSSSSSSSSSSSSSSSSSSS r D. KRELL November 30,2012 a� Tr i SOUTH NOARY DAKOTA PUBLIC SEAL i /(011)■ +11111115141111111111111+ D.Krell,No ary Public CERTIFICATE I, L.Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 3RD day of MARCH , 2008 . �e"S�FETYy,, r?.—•,.,OW: WESTERN SURETY COMPANY �9OAq 0• �""uxxw L.Nelson,Assistant Secretary Form F4280-09-06 Authorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. ACORD CERTIFICATE OF LIABILITY INSURANCE 02/27/2008) PRODUCER (909)793_2373 FAX (909)798-6983 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Davis & Graeber Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE License No. 0186657 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 470 E. Highland Ave, PO Box 40 Redlands, CA 92373 INSURERS AFFORDING COVERAGE NAIC# INSURED Weka Inc. INSURER A: Scottsdale Ins Co 826 Brookside Suite G INSURER B: American States Ins. Co. 19704 Redlands, CA 92373 INSURER C. RSUI INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR IN Rp DATE(MM/DDNYI DATE IMM/DD/YY1 GENERAL LIABILITY BCS0014795 04/01/2007 04/01/2008 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100 000 PRFMISFS(Fa orrurenre) CLAIMS MADE X OCCUR MED EXP(Any one person) $ Excl uded A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ 1,000,000 7 POLICY n JECT n LOC AUTOMOBILE LIABILITY 010E9066498 06/04/2007 06/04/2008 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY B SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY NHA218604 04/01/2007 04/01/2008 EACH OCCURRENCE $ 10,000,000 YI OCCUR CLAIMS MADE AGGREGATE $ 10,000,000 C $ DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION AND WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED'? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER 010E9066498 06/04/2007 06/04/2008 $225,000 per item B Leased & Rented Deductible $500 Equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re:Construction of the sewer force Main & Colton Lift Station Improvements at Inland Center Drive & Sewer Main at Mill St Certificate holder is Additional Insured as per Blanket AI CG2037&CG2033 incl Completed operations& Primary Wording where required by Written Contract per UTS3G01 0392 UTS3G01 0392,Waiver of Subrogation CG2404 &Per Project General Aggregate limits Form CG2503 Attached *10 Day Notice of cancellation would apply in the event of a non payment of premium CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of San Bernardino A30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Development Services Department Attention: Michael Wolff/Construction Mgr BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 300 North D Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. San Bernardino, CA 92418-0001 AUTHORIZED REPRESENTATIVE _Ross Jones/WLS ACORD 25(2001/08) ©ACORD CORPORATION 1988 la. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) • • POLICY NUMBER: BCS0014795 COMMERCIAL GENERAL LIABILITY • CG 20 37 07 04 • THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS -- COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: • COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION ALL LOCATIONS • WHEN YOU AND SUCH PERSON OR ORGANIZATION HAVE AGREED IN • • WRITING IN A CONTRACT OR AGREEMENT, PY CUTED PRIOR TO THE 'OCCURRENCE' TO WHICH THIS • INSURANCE APPLIES, THAT SUCH PERSON OR. ORGANIZATION BE ADDED AS AN ADDITIONAL INSURED • ON YOUR• POLICY Information required to complete this Schedule, if not shown above,will be shown in the Declarations. Section II — Who Is An Insured Is amended to in- dude as an additional insured the person(s) or or- ganization(s) shown in the Schedule, but only with respect to liability for "bodily Injury" or "property damage" caused, in whole or in part, by"your work" at the location designated and described in the schedule of this endorsement performed for that • • • additional insured and included in the "products- • completed operations hazard". • • • • CG 20 37 07 04 ©ISO Properties, Inc., 2004 Page 1 of 1 D : Policy #: BCS0014795 COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART • A. Section II — Who Is An Insured Is amended to B. With.respect to the Insurance afforded to these include as an additional insured any person or or- additional Insureds, the following additional exciu- ganization for whom you are performing opera- sions apply: tions when you and such person or organization This insurance does not apply to: have agreed In writing in a contract or agreement that such person or organization be added as an 1. "Bodily injury', "property damage° or "personal additional insured on your policy. Such person or and advertising injury° arising •out of the organization is an additional insured only with re- rendering of, or the failure to render, any spect to liability for °bodily injury", "property dam- professional architectural, engineering or age'or"personal and advertising Injury"caused, in surveying services, including: whole or in part, by: a. The preparing, approving, or failing to pre- 1. Your acts or omissions; or pare or approve, maps, shop drawings, opinions, reports, surveys, field orders, 2. The acts or omissions of those acting on your change orders or drawings and speciflca- behalf; tions; or in the performance of your ongoing operations for • b. Supervisory, inspection, architectural or • the additional insured. engineering activities. A person's or organization's status as an addl- 2. "Bodily injury' or "property damage" occurring tionai insured under this endorsement ends when after: your operations for that additional insured are completed. a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than ser- vice, maintenance or repairs) to be per- formed by or on behalf of the additional in- . sured(s) .at the location of the covered operations has been completed; or b. That portion of"your work"out of which the injury or damage arises has been put to Its intended use by any person or organization other than another contractor or subcon- tractor engaged in performing operations • . for a principal as a part of the same project. . • • CG 20 33 07 04 ©ISO Properties, Inc.,2004 Page 1 of 1 ❑ • • ENDORSEMENT SCOTTSDA.LE INSURANCE COMPANY' NO. ATTACHED TO AND ENDORSEMENT EFFECTIVE DATE FORMING A PART OF (12:01 A M.STANDARD TIME) NAMED INSURED AGENT NO. POLICY NUMBER BCS0014795 04/01/07 WERA Inc THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following forms: Additional Insured—Owners, Lessees Or Contractors—Scheduled Person Or Organization(CG 20 10 07/04) Additional Insured-Owners,Lessees Or Contractors—Automatic Status When Required In Construction Agreement With You(CG 20 33 07/04) • Additional Insured—Owners,Lessees Or Contractors—Completed Operations (CG 20.37 07/04) - The insurance provided by these endorsements shall be primary and noncontributory. • • • • • • AUTHORIZED REPRESENTATIVE DATE • UTS-3g (3-92) POLICY NUMBER: BCS0014795 COMMERCIAL GENERAL LIABILITY • • CG 25 03 03 97 THIS ENDORSEMENT CHANGES THE POLICE PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) , GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided ender the following: COMMERCIAL GENERAL LIABILITY•COVERAGE PART SCliEDTJLE • Designated Construction Projects: • ALL PROJECTS • • • (lino entry appears above,informationregvired to complete this endorsement will be shown in the Declarations as applicable to this endorsement) A. For all sums which the insured becomes legally designated construction project shown in the obligated to pay as damages caused by "occur- Schedule above. renter"under COVERAGE A (SECTION 1), and 4. The limits shown in the Declarations far Each for all medical expenses caused by accidents under Occurrence, Fire Damage and Medical Ex • COVERAGE C (SECTION 1),which can be att.- • pease continue to apply. However, instead of abated only to ongoing operations at a single des- • being subject to the General grepate Limit i construction project shown in the Schedule • shown in the Declarations,such limits will be • above: subject to the applicable Designated Constrnc- 1. A separate Designated Construction Project tionProject General Aggregate Limit, General Aggregate Limit applies to each des- B. For all sums which the insured becomes legally ignated construction project, and that limit is egaalto the amount of the General Aggregate obligated to pay as damages caused by " carr-+'nit shown in the Declarations. renter"under COVERAGE A (SECTION I), and• for all medical expenses caused by accidents under 2. The Designated Construction Pro ect General COVERAGE C (SECTION I),which cannot be Aggregate Limit is the.most we w111 pay for the attributed only to ongoing operations at a single sum of all damages under COVERAGE A, ex- designated construction project shown in the Schad- • • • . cept damages because of "bodily•injury" or ale-above: "property damage" included in the "products- completed I. Any payments madeundes COVERAGE A for expenses and= ltaT�rd", and for medical ,tahages ar ender COVERAGE C for medical expenses under COVERAGE C regardless of expenses$7,211 reduce the amount available un- thenumber of der the General Aggregate Limit or the Prod- a. Insureds; nets-Completed Operations Aggregate Limit, b. rInimr,made or"suits"brought;or whichever is applicable;and •c. Persons or organizations making rlaims or 2. Such payments shall not reduce any De$+p+ated b; °fig"suite. Construction Project General Aggregate I..im;t 3. Any payments made under COVERAGE A for C. When coverage for liability arising out of the • damages or ender COVERAGE C for medical 'products-completed operations lia7ard"is provided, expenses $hall reduce the Designated Con- far any payments damages because of "bodily m straction Project General Aggregate Limit for jury" ar "property damage" included in the "pro- that designated construction project Such pay- ducts-completed operations hazard"will reduce the • meats shall not reduce the General Aggregate Products-Completed Operations Aggregate. Limit, • Limit shown in the Declarations nor shall they and not reduce the General Aggregate Limit nor reduce any other Designated.Construction Pro- the Designated Construction Project General Ag- ject General Aggregate Limit for any other .gregateI:imit • CG 25 03 03 97 Copyright,Insurance Services Office,Inc,•1996 . Page 1 of 2 ❑ • Ayenfs Copy • • D. If the applicable designated constiiaction project E. The provist...4 of Limits Of bnsvraiice (SECTION has,been abandoned, delayed, or abandoned and DI) not otherwise modified by this endorsement then restarted, or if the authorized contracting .1+411 continue to apply as stipulated. • parties deviate from,.plans, p , specifications''ot timetables,the project will Sti31 be deemed to be the same construction project. • • • • • • • • • • • • • • • • • • • • • • • • • • • • r Page 2 of 2 Copyright;Insutance Services Office Inc.,1996. • CG 25.03 03 97' .❑ • Monet OPPY • POLICY NUMBER:, BCS0014795 COMMERCIAL GENERAL LIABILITY CG 24 0410 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART • SCHEDULE Name of Person or Organization: ANY PERSON OR ORGANIZATION WITH WHOM THE INSURED HAS AGREED TO WAIVE RIGHTS OF RECOVERY, PROVIDED SUCH AGREEMENT IS MADE . IN WRITING .AND PRIOR TO Tut: LOSS • • • • • • • • (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or your work" done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. • • CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 ❑