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2008-313
" . 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 (NOTE: BOUND AGREEMENT) '" ~ RESOLUTION NO. 2008-313 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO KALBAN, INC. FOR THE CONSTRUCTION OF ADA ACCESS AND SIDEWALKS AT VARIOUS LOCATIONS (SS-B 2007f08), PER PROJECT PLAN NO. 12295. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Kalban, Inc., 9075 Glen Oaks Blvd., Sun Valley, CA 91352, is the lowest responsible bidder for the Construction of ADA Access and Sidewalks at Various Locations (SS-B 2007/08), per Project Plan No. 12295. A contract is awarded accordingly to said bidder in a total amount of $294,359.00, with a contingency amount of $61,487.15, 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 This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of this resolution. /1/ /1/ , , 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 (2008-313) RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO KALBAN, INC. FOR THE CONSTRUCTION OF ADA ACCESS AND SIDEWALKS AT VARIOUS LOCATIONS (SS-B 2007f08), PER PROJECT PLAN NO. 12295. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor joint and Common Council ofthe City of San Bernardino at a regularmeeting thereof, held on the 4th day of August , 2008, by the following vote, to wit: Council Members: NAYS ABSENT ABSTAIN AYES ESTRADA ~ BAXTER x BRINKER x DERRY x KELLEY x JOHNSON x MC CAMMACK x ~h.~ City Clerk The foregoing resolution is hereby approved this ? nI day of August ,2008. ~~~ Pa ickJ. Mom, a or . y of San Bernardino Approved as to form: JAMES F. PENMAN, City Attorney 2 COUNCIL MEETING 8-4-08 FILE NO. 1.7202-07'08-1 RESOLUTION 2008-313 ACCT.NO. 129-367-5504-7202 ITEM #14 CITY OF SAN BERNARDINO STATE OF CALIFORNIA a Al BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12295 FOR CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS ( SS-B 2007/08 ) AND 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL ) PROJECT NO. SR2SL-5033(043), EA#08-925014L AGENCY 08-SBD—O—SBD n G• jc, n '" N0.54931 U \\J- S).. 1v1�- ��P AID o.s C EDGED tF Of CO��' FO ,041114G GG O��t ,k Y �gA�G� SIB BIDDV'g S DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO MARCH, 2008 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON JUNE 24 , 2008 .X#4 /T 1;4- /r FILE NO. 1.7202-07/08-1 ACCT.NO. 129-367-5504-7202 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. 12295 FOR CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS ( SS-B 2007/08 ) AND 28TH STREET & 29TH STREET, FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL ) PROJECT NO. SR2SL-5033(043), EA#08-925014L AGENCY 08-SBD-O-SBD The Special Provisions for this project have been amended as follows: 1. The BID OPENING DATE of Tuesday, June 10, 2008, at 2:00 p.m. has been changed to: TUESDAY, JUNE 24, 2008, at 2:00 P.M. 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 SPECIAI„ PROVI%ONS. BY / DATE: 4,/0 0 8 RO ERT G. EISENBEISZ, R.C.E. City Engineer ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12295 JUNE 03, 2008 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "BID and CONTRACT DOCUMENTS" for this project consists of three (3) parts as follows: PART I — Administration PART II — Special Provisions The above 2 parts are bound together in one (1) manual titled "BID AND CONTRACT DOCUMENTS" PART III — PLANS, One (1) separately bound set CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS(SS-B 2007/08) AND 28TH STREET&29TH STREET,FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-9250I4L,AGENCY 08-SBD-O-SBD CITY OF SAN BERNARDINO Contents of Bid and Contract Documents TABLE OF CONTENTS DESCRIPTION OF DOCUMENTS PART I 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 INITIALED 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 INSTRUCTIONS TO BIDDERS SECTION PAGE NUMBERS NUMBERS SECTION 1 SPECIFICATIONS AND PLANS SP-1 1-1.01 GENERAL SP-1 1-1.02 DEFINITIONS SP-I 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-4 1-1.07 ADDENDA OR BULLETINS SP-4 SECTION 2 BID REQUIREMENTS AND CONDITIONS SP-5 2-1.01 GENERAL SP-5 2-1.02 BLANK 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 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT SP-10 2-1.08 WITHDRAWAL OF BIDS SP-11 2-1.09 IRREGULAR BIDS 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-17 SECTION 5 LEGAL REQUIREMENTS SP-18 5-1.01 LABOR NONDISCRIMINATION SP-18 5-1.02 RESPONSIBILITY FOR DAMAGE SP-18 5-1.03 DIFFERING SITE CONDITIONS SP-18 5-1.04 SUSPENSION OF WORK SP-19 5-1.05 PUBLIC SAFETY SP-20 5-1.06 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES SP-21 5-1.07 SUBCONTRACTING AND DBE RECORDS SP-22 5-1.08 DBE CERTIFICATION STATUS CHANGE SP-23 5-1.09 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS SP-23 5-1.10 SUBCONTRACTING SP-24 5-1.11 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS SP-25 5-1.12 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS SP-26 5-1.13 PROMPT PAYMENT OF WITHHELD FUNDS SP-26 5-1.14 INSURANCE REQUIREMENTS SP-27 5-1.15 LIABILITY INSURANCE SP-27 5-1.16 WORKERS' COMPENSATION INSURANCE SP-28 5-1.17 PAYMENT OF PREVAILING WAGE RATE SP-28 5-1.18 PAYROLL RECORDS SP-29 5-1.19 CONTRACTOR'S LIABILITY SP-29 5-1.20 ATTORNEY'S FEES AND ARBITRATION SP-30 5-1.21 CITY BUSINESS REGISTRATION CERTIFICATE SP-30 SAMPLE INSURANCE FORM SP-31 SAMPLE INSURANCE FORM SP-32 SECTION 6 GENERAL SP-33 6-1.01 INCREASED OR DECREASED QUANTITIES SP-33 6-1.02 SOUND CONTROL REQUIREMENTS SP-33 6-1.03 NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES) REQUIREMENTS SP-34 6-1.04 PERMITS AND LICENSE SP-38 6-1.05 EXTRA WORK AND MARKUP SP-38 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS SP-39 6-1.07 PAYMENTS SP-40 6-1.08 PROJECT APPEARANCE SP-40 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL SP-40 6-1.10 SURVEYING SERVICE SP-40 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT SP-41 6-1.12 PROJECT ERRORS,OMISSIONS,INCONSISTENCIES AND/OR DISCREPANCIES SP-41 6-1.13 EMERGENCY INFORMATION SP-42 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS SP-42 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY SP-42 6-1.16 SAFETY SUPERVISOR AND MEETINGS SP-42 6-1.17 MEETINGS SP-43 6-1.18 PAYMENT SP-43 SECTION 7 UTILITIES SP-44 7-1.01 GENERAL SP-44 7-1.02 CONTRACTOR'S RESPONSIBILITY SP-47 7-1.03 COOPERATION AND COLLATERAL WORK SP-47 7-1.04 UTILITIES NOTIFICATION SP-47 7-1.05 UTILITIES INTERFERENCE SP-48 7-1.06 PAYMENT SP-48 SECTION 8 DESCRIPTION OF WORK SP-49 8-1.01 DESCRIPTION SP-49 8-1.02 ORDER OF WORK SP-49 8-1.03 CLEAN-UP AND DUST CONTROL SP-49 8-1.04 PROJECT LOCATIONS SP-50 8-1.05 PRE-BID INQUIRES SP-50 SECTION 8-2 MATERIALS-MISCELLANEOUS SP-51 8-2.01 BUY AMERICA REQUIREMENTS SP-51 8-2.02 APPROVED MATERIALS SP-52 8-2.03 CITY-FURNISHED MATERIALS SP-52 SECTION 9 TRAFFIC CONTROL SP-53 9-1.01 GENERAL SP-53 9-1.02 TURN RESTRICTIONS SP-54 9-1.03 PARKING RESTRICTIONS SP-54 9-1.04 TRAFFIC LANES SP-54 9-1.05 PUBLIC CONVENIENCE SP-55 9-1.06 FLASHING ARROW SIGNS SP-55 9-1.07 LANE CLOSURE SP-55 9-1.08 PAYMENT SP-56 SECTION 10 MOBILIZATION SP-57 10-1.01 GENERAL SP-57 10-1.02 PAYMENT SP-57 SECTION 11 CLEARING AND GRUBBING,UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL SP-58 11-1.01 GENERAL SP-58 11-1.02 STRUCTURE EXCAVATION AND BACKFILL SP-59 11-1.03 PAYMENT SP-60 SECTION 12 THROUGH SECTION 13 -- BLANK SP-61 SECTION 14 ASPHALT CONCRETE SP-62 14-1.01 GENERAL SP-62 14-1.02 TACK COAT SP-62 14-1.03 PAYMENT SP-62 SECTION 15 AGGREGATE BASE SP-63 15-1.01 GENERAL SP-63 15-1.02 PAYMENT SP-63 SECTION 16 PORTLAND CEMENT CONCRETE SP-64 16-1.01 GENERAL SP-64 16-1.02 PCC CURB RAMP SP-64 16-1.03 PCC CURB,TYPE"A" SP-64 16-1.04 PCC CURB AND GUTTER,TYPE"B" SP-64 16-1.05 PCC CURB AND GUTTER,TYPE"C" SP-64 16-1.06 PCC SIDEWALK&SIDEWALK BY-PASS SP-64 16-1.07 PCC RESIDENTIAL DRIVEWAY APPROACH SP-64 16-1.08 PCC CROSS GUTTER&PCC SPANDREL SP-65 16-1.09 BONDING SP-65 16-1.10 PAYMENT SP-66 SECTION 17 THROUGH SECTION 18 -- BLANK SP-67 SECTION 19 REPAIR OF STREET CUT/STRUCTURAL DAMAGE REPAIR /POTHOLE REPAIR SP-68 19-1.01 GENERAL SP-68 19-1.02 ASPHALT CONCRETE SP-68 19-1.03 AGGREGATE BASE SP-68 19-1.04 PAYMENT SP-68 °� SECTION 20 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKING SP-69 20-1.01 GENERAL SP-69 20-1.02 PAYMENT SP-69 SECTION 21 THROUGH SECTION 22 -- BLANK SP-70 SECTION 23 ROADSIDE SIGNS SP-71 23-1.01 GENERAL SP-71 23-1.02 PAYMENT SP-71 SECTION 24 -- BLANK SP-72 SECTION 25 ADJUSTMENT OF WATER METER&WATER VALVE ENCLOSURES .... SP-73 25-1.01 GENERAL SP-73 25-1.02 CONDITIONS SP-74 25-1.03 CAL-OSHA SAFETY CODE SP-74 25-1.04 DEFECTIVE WORK OR MATERIALS SP-74 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS SP-74 25-1.06 EXCAVATION,TRENCHING AND BACKFILL SP-74 25-1.07 PAVEMENT REPLACEMENT SP-75 25-1.08 INSTALLATION SP-75 25-1.09 PAYMENT SP-75 SECTION 26 THROUGH SECTION 49 -- BLANK SP-76 SECTION 50 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-77 50-1.01 GENERAL SP-77 50-1.02 PAYMENT SP-78 SECTION 51 THROUGH SECTION 54 -- BLANK SP-79 SECTION 55B METAL HAND RAILING SP-80 55B-1.01 GENERAL SP-80 55B-1.02 PAYMENT SP-80 APPENDIX FEDERAL DAVIS-BACON WAGE DETERNINATION STATE OF CALIFORNIA,DEPARTMENT OF INDUSTRIAL RELATIONS GENERAL PREVAILING WAGE DETERMINATION STANDARD DRAWINGS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $440,000 to$460,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS ( SS-B 2007/08 ) AND 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET ( WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L AGENCY 08-SBD-O-SBD in accordance with Special Provision No. 12295 in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. 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 Plans and Special Provisions may be mailed for an additional charge of $5.75 per set. No bid will be received unless it is made on a bid form furnished by the City with the unit prices 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. 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, June 10, 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. A-1 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. 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 ten percent (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 ten percent 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. 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 the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. 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. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , June 3, 2008, at 2:00 p.m., in the office of the City Engineer, Public Works Division of Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the City's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/index. A-2 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 A copy of the Davis-Bacon Federal Prevailing Wage, the date of which reflects the latest applicable modification at the time of this advertisement, is included in the Bid and Contract Documents. Bidders shall be notified, via Addendum, of modifications, if any, which supercede that included herein, up until a minimum of ten (10) days prior to the actual Bid Opening. State prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined/predetermined 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.html. 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. This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990. 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. A-3 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 ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, PHASE VII — 2005/06 (SS-B) AND 28TH STREET&29TH STREET, FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L, AGENCY 08-SBD-O-SBD PLANS & SPECIAL PROVISIONS NO. 12295 Attention: Robert Sepulveda, Engineering Associate, Project Manager Tel: (909) 384-5167; Fax: (909) 384-5155; E-mail: sepulveda_ro @sbcity.org Responses will be provided to written questions only. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO //e) / RACHEL G. CLARK City Clerk 4)/ NOTICE TO ADVERTISE SPECIFICATION NO: 12295 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 05/14/08 and 05/20/08 (FIVE DAYS BETWEEN FIRST &SECOND PUBLICATION) SIGNATURE: DATE: A-4 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 ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS ( SS-B 2007/08 ) AND 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL ) PROJECT NO. SR2SL-5033(043), EA#08-925014L AGENCY 08-SBD-O-SBD in strict conformity with Plans and Special Provisions No. 12295, of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2008 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 NO. 12295 CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, (SS-B 2007/08) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS TRAFFIC CONTROL, at the Lump Sum price of o '[Gp.Yva, , Dollars Cents LS 2. 1 LS CLEARING and GRUBBING, Unclassified Excavation and Unclassified Fill, at the Lump Sum price ofd,J j��/,-i,t/) Dollars & ck"/D Cents LS $ 1,000 • O 3. 4,215 SF PCC CURB RAMP (ADA ACCESS), including Retaining Curb,as required, per Public Works Construction Std..Plan 111-3, at (5/X-7". -A} Dollars /P. oe,„)& 2�2d Cents per SQ.FT. $ - /SF $ 7 c/s cx 4. 574 LF PCC CURB, per CITY Std.200,Type"A",at Dollars & Cents per LIN.FT. $ o4-4 —/LF $ 1L4 3J�oc� 5. 3,258 SF PCC SIDEWALK and SIDEWALK BY-PASS, per CITY Std.202,Case"A"or"B", Modified per Plan,at Dollars & 'z - Cents per SQ.FT. $ (�� /SF $ aC40019`/Ce 6. 20 LF METAL HAND RAILING, Type "A", per Public Works Construction Std.Plan 606-2,and per Plan, atT.,.lo ■•• 4te-6 ,.0-1 IIlars & Zeceit'a Cents per LIN.FT. $ A SO°—°/LF $ 7. 5 LF PCC CURB & GUTTER, per CITY Std.200, Type"B",Modified per Plan, at ,S x Dollars CEO & 2 Cents per LIN.FT. $ (DU /LF $ B-2 , BID SCHEDULE NO. 1 PLAN NO. 12295 CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, (SS-B 2007/08) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 137 LF PCC CURB & GUTTER, per CITY Std.200, Type"C",at S;Y Dollars CO & �ce• Cents per LIN.FT. $ (oQCD /LF $ Saao- 9. 5 EA PCC RESIDENTIAL DRIVEWAY APPROACH (Modified,W=per Plan), per CITY Std 203, at 'r.,,..lo 't'knwsa. Dollars 00 00 & z arko8 Cents per EACH $ zap- /EA $ 10, 10. 840 SF PCC CROSS GUTTER, Joint to Joint, Modified To Meet Existing, per CITY Std. 201 at –I-1n∎cle�.v∎ Dollars & 2 k'c d Cents per SQ.FT. $ I – /SF $ /0 q a„Q 11. 681 SF PCC SPANDREL,Modified To Meet Existing, per CITY Std 201, at 11n k r4–cam Dollars CD & 2.c Cents per SQ.FT. $ (3 — /SF $ BaS-?, 12. 60 TN ASPHALT CONCRETE, at kloNe re a �;-y yy Dollars CA _ & ZEi'ca ^1 Cents per TON $ 9,SD—/TN $ I S� � 13. 82 TN AGGREGATE BASE, CLASS II, at Cie , cLfa F--v4.1 Dollars & 2 '0 N. Cents per TON $ 15Cc /TN $ l a3DJ 14. 8 EA RELOCATE STREET SIGN on Single Post per CITY Std 504, at Or ie\n. A.12.1(-{,Zey.k-x c,•,te.._„ Dollars & Zed Cents per EACH $ I aS-°O/EA $ 100022 ,-i 15. ,� EA REMOVE Existing TREE (Approx.Diameter per Plan.),at lA /1,re . tn.-)v•olctck. Dollars CO CC) & 2 QC Cents per EACH $ /EA $ 3 B-3 BID SCHEDULE NO. 1 PLAN NO. 12295 CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, (SS-B 2007/08) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 16. 3 EA ADJUST Existing WATER METER BOX /WATER VALVE CAN TO GRADE, at -F-i 'u.L Dollars & z EXzts Cents per EACH $ - /EA $ I Co,c'a? 17. 3 EA ADJUST Existing PULL BOX TO GRADE at /...X.( .JV,dd e c. Dollars c0 & "Cec.) Cents per EACH $ oCC)—/EA $ (oC0 18. 1 LS REMOVE Existing Crosswalk Striping, APPLY THERMOPLASTIC 12"SOLID YELLOW CROSSWALK, per CALTRANS STD.PLAN A24E, at the Lump Sum price of �&gT� /,44 v, (d7.e0� Dollars Z l Cents LS $ �,/200. 19. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of -.,,-c ..«r tJut t ci Dollars & ` c Cents LS $ /BOLO`-- 20. 1 LS SURVEYING SERVICE, per SECTION 6-1.10 at the Lump Sum price of -Mite—�\,toJSo,c( Dollars & -Z cd Cents LS $ 30oo— TOTAL BID SCHEDULE NO. 1 $„ //// 3" • oa_--- B-4 r BID SCHEDULE NO. 2 PLAN NO. 12295 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L, AGENCY 08-SBD-O-SBD ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS TRAFFIC CONTROL, at the Lump Sum price of e' -�- � Dollars GO & 2 o Cents LS $ /to— 2. 1 LS CLEARING and GRUBBING, Unclassified Excavation and Unclassified Fill, at the Lump Sum price of p�J 6— 77/v/s. (42 ' ( , !/� ,9 / , Dollars O o0 & Z b Cents LS $ (, C. 3. 723 SF PCC CURB RAMP (ADA ACCESS), including Retaining Curb, as required, per Public Works Construction Std.Plan 111-3, at // �`i7k 7Y f,�Es_ Dollars o0 l(d 6.47- ai & � d Cents per SQ.FT. $,2,J /SF $ 4. 63 LF PCC CURB, per CITY Std.200, Type"A",at j w .: ,gam, Dollars & Zia Cents per LIN.FT. $ �S /LF $ I S 7 5. 4,551 SF PCC SIDEWALK & SIDEWALK BY-PASS per CITY Std.202,Case"A"or"B",Modified per Plan,at E∎xxIA-l+ Dollars � & .. Cents per SQ.FT. $ 8� /SF $ '-(C8°—`3 6. 10 EA PCC RESIDENTIAL DRIVEWAY APPROACH (Modified,W=per Plan), per CITY Std 203, at �j'zo -t-4o.N o- s-a Dollars co & 2 �seo Cents per EACH $aeCt') /EA $ O0 X —`? 7. 22 TN ASPHALT CONCRETE, at .- .jo lnov11(t e ,F-t F=4.yy� Dollars & .€7g6 ^VCents per TON $ D- /TN $ 5 . C- 8. 29 TN AGGREGATE BASE,, CLASS II, at elvve k ,,Ac...tA .C-,-r---k-9 Dollars & 2 °d Cents per TON $ 15-0 /TN $ 4O— B-5 BID SCHEDULE NO. 2 PLAN NO. 12295 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTRY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L, AGENCY 08-SBD-O-SBD ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9. 40 SF STREET CUT/STRUCTURAL DAMAGE REPAIR/POT HOLE REPAIR, at ,r Dollars & A z4 c Cents per SQ.FT. $ Q—(1) /SF $ (( (O— 10. 3 EA RELOCATE STREET SIGN on Single Post per CITY Std 504, at 00e.Lk,"attt A Dollars dJ & Cents per EACH $ ( .S /EA $ 37S 11. 6 EA REMOVE Existing TREE(Approx.Diameter per Plan.),at \re k Dollars & 2 'c, Cents per EACH $ /EA $ Oot) 12. 2 EA ADJUST Existing WATER METER BOX TO GRADE,at Dollars & 2 p A Cents per EACH $ SSA /EA $ `O� 13. 1 LS REMOVE Existing Crosswalk Striping, APPLY THERMOPLASTIC 12" SOLID YELLOW CROSSWALK, per CALTRANS STD.PLAN A24E, at the Lump Sum price of �0777/6T/5A,J7, 1/66/7–/-frAta'.Ei) Dollars cry & - , Lied Cents LS $ 2 006= 14. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of p• h t<p; ����u Dollars & 2 EXcic, Cents LS $ aC 15. 1 LS SURVEYING SERVICE, per SECTION 6- 1.10 at the Lump Sum price of eev- _:i-AD-liu Dollars & cea Cents LS $ SOOO� TOTAL BID SCHEDULE NO. 2 $ / 92 "7. ad B-6 SUMMARY OF BID SCHEDULES PLANS & SPECIAL PROVISIONS NO. 12295 iyerz TOTAL BID SCHEDULE NO. 1 $ 19/ 3..t TOTAL BID SCHEDULE NO. 2 . $ /02 1 1 ? 7 % It C SUM OF BID SCHEDULES NOS. 1 & 2 = ,--7 SUM ?7"i o,..2 _-, GRAND TOTAL BID $,� �''// / �`-°� BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing above 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 CITY shall award a contract based on the lowest responsible bidder for the GRAND TOTAL BID ( the combined total of Bid Schedules No. 1 and No. 2 ). Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. 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. 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 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-7 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 45 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.: 97SS() CLASSIFICATION: it DATE: 3/el FIRM NAME: Olt VIA/ 77t11 C. • BUSINESS ADDRESS: q0-7 e.61/0Aks tFt.oi 5hAiatL CAS - 3$ BUSINESS PHONE: *ref(/06.r-FAX:`11�� /4 7 CELL : 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: aeepoetf.roxi Is Bidder currently a certified DBE? Yes ❑ No/ Legal Status of Firm NAME(S) ADDRESS(ES) /WO*/612 ,37m4./ _ree-s• i01-- /f .:ir/c f',BIZ gEt r e4A1— °T.P��5 , 9D75-- .s . `z-v�7 i. - L — cad/ aft--cr r G '74.35:=2_ SIGNATURE OF BID i ER: ated: ,20 BIDDER'S INITIA 1 ) KNOWLEDGEM OF ADDENDUMS: ADDENDUM NO. 1 '\ ,> DATE: �' (4 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 no later than 4:00 p.m. on the fourth day, not including Saturdays, Sundays and legal holidays, following the bid opening. The two listings must be consistent when the subcontracting amount meets the appropriate dollar amount thresholds. C-2 _I III1I I ► 1 f I I I I III Q �, li 1 ! ' 1 I w w O ! I� 1 E''v' I� I� I 30 I Ir{ I I� I Z C] IQ's I ,w i WiO1= ' , I `1' gyp`` Iw i Iola I w N •y � o f ELI i 1 O i j p h ': p U C Vim.` w I: c,. N .0 G� O c.1) 1:-. L CL a E- • E a . tt w a d a ° y o o s ✓ L 4: 06 0 W 0 u 3 !1 w 4r F.y V] O O z as 4. 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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: 6 -,5"--.05 / ,4'C ( Contractor ) By: ( Title Attest: \ Cr 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 KAL rS l4 .4 C • , proposed subcontractor , 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 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 hereb declares under penalty of perjury that the bidder has , has not been convicted within the preceding 3 years of any offenses referred o 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 4: 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: r-08 /,4t a.*n/ C (Name of Bidder) SIGN (Print Name of Person Signing) HERE (Signature of Bidder) Business Address: 9:075— 2-do- •-KS z • Address of Residence: C-11 NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS (For Projects with Federal funds over$100,000) 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 shall 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 c ge c. cooperative agreement c. post-award d. loan For Materia hange 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 ■o.4 is Subawardee, Enter Name and Ad s ess of Prime: ❑ Prime Subawardee Tier ,if known Congressional District,if known Congress'4 nal District,if known 6.. Federal Department/Agency: 7. Feder• Program Name/Description: DA Number,if applicable 8. Federal Action Number,if known: 9 Award Amount,if known: N 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. 10a) (last name,first name,MI) (att. h Continuation Sheet(s)if necessary) 11.. Amount of Payment(check all t' .t apply) 13.. Type of Payment(check all that apply) $ ❑Actual ID planned _ a. retainer _ b. one-time fee 12. Form of Payment(check • I that apply): _ c. commission e a. cash — d. contingent fee — b. in-kind; s. cify: nature e deferred Value f. other.specify 14. Brief Descripti of Services Performed or to be performed and Date(s)of Service,including officer(s),em s oyee(s),or member(s)contacted,for Payment Indicated in Item 11: (attach Continuation Sheet(s)if necessary) 15. Cont. uation Sheet(s)attached: Yes ❑ No El 16. Info' ation requested through this form is authorized by Title Signature: 31 .S.C.Section 1352. This disclosure of lobbying reliance . placed by the tier above when his transaction was made or Print Name: -ntered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any Title: 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.: Date: $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, Kalban, Inc. as Principal,and The Guarantee Company of North America USA 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 ADA Access Ramps and Sidewalk at Various Locations (SS-B 2007/08)and 28th Street&29th Street from Sierra way to Wall Street(Wilson Elementary School) Project No. SR2SL-5033(043), EA#08-925014L Agency 08-SBD-O-SBD (Copy here the exact title description of work, including location as it appears on the proposal) for which bids are to be opened on June 10, 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 5th day of June , 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. Kalbant Inc. (SEAL) The Guarantee Company of North America USA (SEAL) Prt Surety B 1..__ B (1 Signature ,gnature 13.Aon.k. Willia rkin,Attorney-in-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 ss. County of Los Angeles On Gj "5--- g before me, Michael Edward Lifsey,y, ry Public personally appeared Dave Poole 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 he executed the MICHAEL WARD UFSEY same in his authorized capacity, and that by his signature ) , i�, Commission#1656755 on the instrument the person, or the entitiy upon behalf of w„• ,, NoIary Public--California g which the person acted, executed the i,strument. �� �My Los 2010 k WITNESS my •znd and official se. Signiture of Not. Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fradulent removal and reattachment of this form to another document. Description of Attached Document 1 .Title or Type of Document: i- ec Document Date: / S--610 v Number of Pages: / Signer Other Than Named Above: _____ c L c_g d,v. L��� erti../ II Capacity Claimed by Signer I* Signer's Name: ----4(i6"---- " .- [l Individual A r r h., r3 Corporate Officer-Title: llG��/`w�?��s �l o Partner v r 0 Attorney-in-tact El Trustee El Guardian 0 Other: -"" Signer is Representing. /eft Wit -IC r " CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 06/05/08 before me, R. Haas-Bates, Notary Public Date Here Insert Name and Title of the Officer personally appeared William Syrkin Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(&) is/ere subscribed to the within instrument and acknowledged to me that he/shekhey executed the same in his/Ner/t oir authorized capacityfiee), and that by his/ signature(c}on the R. HAAS- instrument the person(}, or the entity upon behalf of BATES COMM. #17 96169 which the persons}acted, executed the instrument. • NOTARY PU6lIC- C:,LIPnFf,1 • GRANGE COUNTY () EXPIRES APRIL z 212 - 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 d�/��L Place Notary Seal Above Signature of Notary 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: Li Individual Li Individual • Corporate Officer—Title(s): _ Corporate Officer—Title(s): • Partner— Limited General _ Partner—n Limited General ncHT T}ttJNfESVRMlT i21GHr THtFt.48Pf?NtT = Attorney in Fact OF StCINER __ Attorney in Fact OF SIGNER y Top of thumb here Top of thumb here Trustee C:Trustee _ Guardian or Conservator Guardian or Conservator _ Other: Other: Signer Is Representing: Signer Is Representing: ©2007 National Notary Association•'350 De Soto Ave..P.O.Box 2402•Chatsworth,CA 91313-2402•www.NahonalNotary.org Item x5907 Reorder.Call Toll Free 1-800-876-6827 THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield,Michigan r ^1 POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office In Southfield,Michigan,does hereby constitute and appoint William Syrkin,Matthew C.Welty Millennium Corporate Solutions,Inc. its true and lawful attomey(s}in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents,shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31st day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-In-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 31st day of December 2003,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,contracts of indemnity and other writings obligatory in the nature thereof,and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 13th day (friEe of November,2007. (0 1) THE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN Stephen Dullard,Vice President Randall Musselman,Secretary County of Oakland On this 13th day of November,2007 before me came the Individuals who executed the preceding Instrument,to me personally known,and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee { ..,. Notary Public,State of Michigan Company of North America USA offices the day and year above written. _ County of Oakland " My Commission Expires February 27,2012 a• '• . Acting In Oakland County 4)11.41- l (�f ��[./dG�c I,d Randall orrect copy of a Power of Attorney executed THE COMPANY OF NORTH AMERICA USA, COMPANY OF NORTH do AMERICA USA,which is still in fullf force and effect. e IN WITI}IE(frT SSS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 5th day of June, 2008 IC Randall Musselman,Secretary ntAEBoc' STATE OF CALIFORNIA DEPARTMENT OF INSURANCE N4 0 8 3 0 5 SAN FRANCISCO Amended Certificate of Authority THIS IS TO CERTIFY THAT Pursuant to the Insurance Code of the State of California, The Guarantee Company of North America USA of Michigan , organized under the laws of Michigan ,subject to its Articles of Incorporation or other fundamental organizational documents,is hereby authorized to transact within the State,subject to all provisions of this Certificate, the following classes of insurance: Surety as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. „„ THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all,and not in violation of any,of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable,and as such laws and requirements now are,or may hereafter be changed or amended. IN WITNESS WHEREOF,effective as of the 20th day of December , 2006 ,I have hereunto set my hand and caused my official seal to be affixed this 20th day of December 2006, John Garamendi Insurance Commissioner B / By Patricia K. taggs for Richard D. Baum 41011 Chief Deputy NOTICE: Qualification with the Secretary of State must be accomplished as required by the California Corporations Code promptly after issuance of this Certificate of Authority.Failure to do so will be a violation of Insurance Code Section 701 and will be grounds for revoking this Certificate of Authority pursuant to the convennnts made in the application therefor and the conditions contained herein. ►URM CI-) OSP o0 39391 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, 2008 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. SP-1 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 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. Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". 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. SP-2 References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (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 "Standard Drawings", section 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. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Uniform Plumbing Code (UPC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction (Green Book), latest edition. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised"Notice Inviting Sealed Bids". 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 within 4 working days prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The City will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 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-4 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. 2-1.02 BLANK 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 small enterprise (DBE) participation level. This City project is funded in part by state funds, and as such, is considered to be part of the statewide overall DBE participation statistics. The City is required to report to Caltrans on DBE participation for all state and federal-aid contracts on an annual basis 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 the day of the 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 the day of the Bid Opening will be accepted even if it is received after the fourth day following the day of the 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. 2-1.07 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-10 2-1.08 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 Sealed 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. 2-1.09 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 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. The 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 BMP/SWPPP, traffic control and detour plans or 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 Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting 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 Bids, the Instructions to Bidders, the Bid 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 the contract is awarded. 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 of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of 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 45 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. SP-16 4-1.08 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, 2"d Floor, San Bernardino, CA 92418. SP-17 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-18 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. SP-19 No contract adjustment will be allowed unless the Contractor has submitted the request for adjustment within the time prescribed. 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. (0 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. (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. SP-20 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. 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. SP-21 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-22 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-23 (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(f)(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" (f), 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-24 Each subcontract and any lower tier subcontract that may in turn be made shall include the conditions as stated herein. 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 specifying 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-25 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-26 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-27 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-28 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. The Contractor shall not encroach on private property adjacent to this project in any phase of the construction without first obtaining a signed Right Of Entry document from the property owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. SP-29 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 done 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-30 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MMIYY/DD) 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. • COMMERCIAL ASSOCIATES INS., INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE 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 COVERAGES 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 POLICIES 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 M/YY/DD LTR NUMBER DATE(M ) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 FIRE DAMAGE(ANY ONE FIRE) X COMMERCIAL GEN LIABILITY S 500,000 A CLAIMS MADE OCCUR MED EXP(ANY ONE PERSON) S 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGREGATE S 2,000,000 PRODUCTS-COMP/OP AGG S 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 X AUTO BODILY INJURY (Per Person) S B ALL OWNED AUTOS BODILY INJURY Per Accident) S BAP 5197135 02/01/98 02/01/99 SCHEDULED AUTOS PROPERTY DAMAGE (Per Accident) S HIRED AUTOS — NON-OWNED AUTOS GARAGE LIABILITY _AUTO ONLY-EACH ACCIDENT other than auto only: ANY AUTO EACH S _ACCIDENT other than auto only. $ AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS C E .EACH ACCIDENT $1,000,000 WC XXXXXX 02/01/98 02/01/99 $1000000 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 THEREOF, THE ISSUEING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE DEPARTMENT OF DEVELOPMENT SERVICES LEFT. DIVISION OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S (1/95) C ACCORD CORPORATION SP-31 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: a•; CITY OF SAN BERNARDINO x DEVELOPMENT SERVICES/PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR =x 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-32 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-33 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-34 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-35 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion Ditches/Berms 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-36 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. If, 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-37 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, 3`d 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-38 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 4th, the first Monday in September, November 11th, 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-39 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 -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. 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-40 All new and replaced survey ties shall be by transit method. 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. 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-41 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-42 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-43 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-44 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; TCI) 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-45 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-46 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 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. 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. SP-47 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-48 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of clearing and grubbing, installing curb ramps, sidewalk and by-pass sidewalk, curb and gutter, driveway approach, cross gutter, spandrel, installing metal hand railing for curb ramps, relocating fencing, road signs, removing trees in the path of right of way improvements, and other such items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions to be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, tools, equipment, 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 -- BLANK 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-49 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, Engineering Associate, Project Manager Tel: (909) 384-5167; Fax: (909) 384-5155; E-mail: sepulveda_ro @sbcity.org Subject: CONSTRUCTION OF ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, PHASE VII - 2005/06 (SS-B) AND 28TH STREET &29TH STREET, FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L, AGENCY 08-SBD-O-SBD PLANS & SPECIAL PROVISIONS NO. 12295 SP-50 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. *Required for federally funded projects. SP-51 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-52 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, 2008 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-53 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-54 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-55 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, shall be considered as included in the lump sum prices paid for "TRAFFIC CONTROL", 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 not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-56 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 — Full compensation for mobilization in advance of construction operation and not directly attributable to any specific bid item 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-57 SECTION 11 11-1 CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL 11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified fill shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified Excavation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans or as specified in the Special Provisions. 1. Removing existing concrete curbs, curb and gutter, ramp, sidewalk, cross gutter, spandrel, driveway approach and/or driveway, including saw cutting, as shown on the Plans, and as directed by the Engineer. 2. Removing asphalt concrete pavement and/or concrete pavement material, including saw cutting, as shown on the Plans, and as directed by the Engineer. 3. Removing and/or relocating any existing irrigation system or landscaping which is in conflict with sid-ewalk or access ramp construction, within the City right-of-way, as directed by the Engineer. 4. Removing existing shrubs as shown in the Plans, which are in conflict with sidewalk or access ramp construction, within the City right-of-way, as directed by the Engineer. 5. Removing and relocating existing chain link fence and gate back of sidewalk at right of way, as shown on the Plans and as directed by the Engineer. 6. Removing and relocating existing wood fence at right of way, as shown on the Plans and as directed by the Engineer. 7. Remove concrete foundations as required and as directed by the Engineer. 8. Traffic stripes and the pavement markings to be removed will be designated by the Engineer. SP-58 Where blast cleaning is used for the removal of painted traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operating. Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public Safety", of the Standard Specifications. All removed concrete and other materials shall become the property of the Contractor and shall be disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. The Contractor shall grade the roadway as required, provide all unclassified excavating and unclassified fill necessary for concrete curb, gutter, sidewalk, driveway approach and paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. Where unclassified fill and grading is necessary in preparation for laying concrete, it shall be made with clean earth which shall be solidly compacted to avoid future settlement. 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%. When asphalt pavement is to be placed directly on subgrade material, the top 6" of subgrade material shall be compacted to a relative compaction of 95%. 11-1.02 BLANK SP-59 11-1.03 PAYMENT -- The contract bid lump sum price paid for "CLEARING and GRUBBING, Unclassified Excavation and Unclassified Fill", shall be considered as full compensation for doing all the work involved in clearing and grubbing, unclassified excavation and unclassified fill, as directed by the Engineer, and no additional compensation will be allowed therefor. The contact bid price paid per each for "REMOVE Existing TREE" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the removal of existing trees, 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 12 THROUGH SECTION 13 BLANK SP-61 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-1, "Paving Asphalt", and Section 302-5, "Asphalt Concrete Pavement", of the Greenbook Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. 14-1.02 TACK COAT -- Tack coat shall be applied in compliance with Sub-Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer. 14-1.03 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT", shall include full compensation for providing all the material and equipment and for doing all the work involved in placing material, including application of tack coat as required, overlaying, feathering (2' minimum width), complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. SP-62 SECTION 15 15-1 AGGREGATE BASE 15-1.01 GENERAL -- 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 '/4-inch. 15-1.02 PAYMENT -- The contract bid unit price paid per ton for "AGGREGATE BASE", shall include full compensation for doing all the work involved in preparing the subgrade and placing material as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-63 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four (4) inches. 16-1.02 PCC CURB RAMP -- Portland cement concrete curb ramp ( ADA access ) including retaining curb as required, shall be constructed in accordance with the Public Works Construction Standard Plan No. 111-3, and as directed by the Engineer. 16-1.03 PCC CURB, TYPE "A" -- Portland cement concrete curb, Type "A" shall be constructed in accordance with the CITY Standard Drawing No. 200, and as directed by the Engineer. 16-1.04 PCC CURB AND GUTTER, TYPE "B" -- Portland cement concrete curb and gutter, Type "B", modified to meet existing gutter width, shall be constructed in accordance with the CITY Standard Drawing No. 200, and as directed by the Engineer. 16-1.05 PCC CURB AND GUTTER, TYPE "C" -- Portland cement concrete curb and gutter, Type "C" shall be constructed in accordance with the CITY Standard Drawing No. 200, and as directed by the Engineer. 16-1.06 PCC SIDEWALK & SIDEWALK BY-PASS -- Portland cement concrete sidewalk, Case "A" or "B" modified per the Plan, shall be constructed in accordance with the CITY Standard Drawing No. 202, and as directed by the Engineer. 16-1.07 PCC RESIDENTIAL DRIVEWAY APPROACH, -- Portland cement concrete residential driveway approach, modified per the Plan, shall be constructed in accordance with the CITY Standard Drawing No. 203, and as directed by the Engineer. SP-64 16-1.08 PCC CROSS GUTTER & PCC SPANDREL -- Portland cement concrete cross gutter, 36" wide and modified, and portland cement concrete spandrel, modified to meet existing, shall be constructed in accordance with CITY Standard Drawing No. 201, as shown on the Plans and as directed by the Engineer. The above-referenced Public Works Construction and City Standard Drawings are made a part of these specifications. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. It is the Contractor's responsibility for the ramp-type selection with concurrence from the Engineer, at every access ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that an access ramp can be installed that will meet all ADA requirements. The Contractor will be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications and these Special Provisions. 16-1.09 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. SP-65 16-1.10 PAYMENT -- The contract bid unit price paid per linear foot for "PCC CURB" and "PCC CURB and GUTTER" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in constructing concrete curb, concrete curb and gutter and concrete curb and gutter with gutter modified to meet existing, complete in place, as shown on the Plans and Sstandards, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per square foot for "PCC SIDEWALK and SIDEWALK BY-PASS", "PCC RESIDENTIAL DRIVEWAY APPROACH", PCC CROSS GUTTER" and "PCC SPANDREL" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing concrete sidewalk, sidewalk by-pass a minimum of 4' wide, residential driveway approach, cross gutter and spandrel, modified to meet existing, complete in place, as shown on the Plans and Standards, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per square foot for "PCC CURB RAMP ( ADA ACCESS )" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in construction of the access ramp to meet current ADA access ramp specifications, complete in place, as shown on the Plans and Standards, and as directed by the Engineer, and no additional compensation will be allowed therefor. There will be "No Payment" of any kind for access ramps that do not meet the ADA Standards and the APWA Standard Drawing No. 111-3. Asphalt concrete that is used to fill the area from the Contractor's operations (area that is left after removing concrete forms from gutter face) shall be considered as included in the contract bid unit price paid per ton for "ASPHALT CONCRETE", and no additional compensation will be allowed therefor. The contract bid unit price paid per each for "ADJUST Existing PULL BOX TO GRADE" shall include full compensation for furnishing all materials, equipment and incidentals, and for doing all the work involved in adjusting existing pull box to new grade, complete in place, as shown on the Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-66 SECTION 17 THROUGH SECTION 18 BLANK SP-67 SECTION 19 19-1 REPAIR OF STREET CUT/ STRUCTURAL DAMAGE REPAIR / POTHOLE REPAIR 19-1.01 GENERAL - Repair of street cuts/structural damage/potholes shall comply with the following requirement for asphalt concrete and aggregate base, as shown on the Plans or/and directed by the Engineer. 19-1.02 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. The Performance Grade of the asphalt concrete shall be PG 64-10. 19-1.03 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. 19-1.04 PAYMENT - The contract bid unit price paid per square foot for "STREET CUT/STRUCTURAL DAMAGE REPAIR/POTHOLE REPAIR", shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in repairing structural damage and potholes, including saw cutting, removing and disposing of asphalt concrete or concrete material, roadway excavation, scarifying the sub- grade and re-compacting, placing aggregate base and asphalt concrete pavement, 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-68 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS, 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 310-5.6, "Painting Traffic Stripes, Pavement Markings, and Curb Markings", and Section 312, "Pavement Marker Placement and Removal", of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. 20-1.02 PAYMENT - The contract bid price r linear SOLID "YELLOW Existing Crosswalk Striping, APPLY THERMOPLASTIC CROSSWALK", shall include full compensation for furnishing all equipment and materials, and for doing all work involved in sandblast removal of the existing crosswalk and the application of thermoplastic pavement traffic crosswalk striping to conform with new curb ramps, 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. Full compensation for the replacement of existing traffic striping or marking disturbed during construction, as described in SECTION 50 of these Special Provisions, including furnishing all materials, tools and equipment, and for doing all the work involved, 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-69 SECTION 21 THROUGH SECTION 22 BLANK SP-70 SECTION 23 23-1 ROADSIDE SIGNS 23-1.01 GENERAL -- Relocation and new installation of road side signs and posts shall be installed at the locations shown on the Plans or where directed by the Engineer, and shall conform to the Standard Specifications and these Special Provisions. Signs and posts shall be installed in accordance with the CITY Standard Drawing No. 504, and as directed by the Engineer. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 23-1.02 PAYMENT -- The contract bid unit price paid per each for "RELOCATE STREET SIGN on Single Post", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in removing and relocating roadside sign on single post, all complete in place as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-71 SECTION 24 BLANK SP-72 SECTION 25 25-1 ADJUSTMENT OF WATER METER & WATER VALVE ENCLOSURES 25-1.01 GENERAL — Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve covers that may exist in the project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction, The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. SP-73 25-1.02 CONDITIONS -- The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Special Provisions specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-74 25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to adjust water facility enclosures shown on the construction drawings, the existing pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino, Public Works Division, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all necessary pavement. All paving shall be inspected by the Public Works Division Engineer. It is understood by the Public Works Division that all pavement replacement by this construction is not the responsibility of the Municipal Water Department. 25-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the interior of the valve box prior to adjustment of the water meter box or water valve cover.. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. All valves 4" and larger shall be operated by Water Department staff only., 25-1.09 PAYMENT -- The contract bid unit price paid per each for "ADJUST Existing WATER METER BOX / WATER VALVE CAN TO GRADE" and "ADJUST Existing WATER METER BOX TO GRADE" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the adjustment of water meter box or water valve can to meet grade of project improvements, complete in place, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-75 SECTION 26 THROUGH SECTION 49 BLANK SP-76 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-77 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 bid items of work involved, and no additional compensation will be allowed therefor. SP-78 SECTION 51 THROUGH SECTION 54 BLANK SP-79 SECTION 55B 55B-1 METAL HAND RAILING 55B-1.01 GENERAL -- Metal hand railing shall comply with the requirements of Section 206-5, "Metal Railings", Section 210-3, "Galvanizing" and Section 304-2, "Metal Railings" of the Standard Specifications, as shown on the Plans, the Standard Drawings and these Special Provisions. Hand railing shall be constructed in accordance with Standard Plans For Public Works Construction Standard Plan 606-2, Type "A", as shown on the Plans and as directed by the Engineer. The hand railing shall be painted be painted "Black". The Contractor shall comply with the requirements of Section 310-2, "Surface Preparation for Painting Steel Structures", Section 310-3, "Surface Preparation for Painting Galvanized Surfaces", and Section 310-5, "Painting Various Surfaces" 55B-1.02 PAYMENT -- The contract bid unit price paid per linear foot for "METAL HAND RAILING, Type A" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing metal hand railing at concrete curb ramp (ADA access compliant), 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. SP-80 APPENDIX FEDERAL DAVIS-BACON WAGE DETERMINATION FOR STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO WAIS Document Retrieval Page 1 of 21 GENERAL DECISION: CA20080037 05/09/2008 CA37 Date: May 9, 2008 General Decision Number: CA20080037 05/09/2008 Superseded General Decision Number: CA20070037 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 02/08/2008 1 02/15/2008 2 02/22/2008 3 02/29/2008 4 03/07/2008 5 03/28/2008 6 04/04/2008 7 04/11/2008 8 05/09/2008 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 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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 2 of 21 they contain asbestos or not) . . . .$ 19.55 6.38 BOIL0092-003 10/01/2007 Rates Fringes BOILERMAKER $ 37 . 99 18 . 11 * BRCA0004-011 05/01/2008 Rates Fringes Bricklayer; Marble Setter $ 34 .08 9.70 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 (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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 3 of 21 - $1.00 per hour premium. CARP0409-002 07/01/2007 Rates Fringes Diver (1) Wet $ 634 .24 8 .20 (2) Standby $ 317 . 12 8.20 (3) Tender $ 309.12 8.20 (4) Assistant Tender $ 285. 12 8 .20 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 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. http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 4 of 21 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 12.22 (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 11.17 (3) Groundman $ 25.42 10.89 (4) Powderman $ 37 .16 11.34 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 01/01/2008 Rates Fringes ELEVATOR MECHANIC $ 43. 10 16.285 FOOTNOTE: PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ENGI0012-003 07/09/2007 Rates Fringes POWER EQUIPMENT OPERATOR (All Other Work) http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 5 of 21 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 15.62 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: 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. http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 6 of 21 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' 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) ; http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 7 of 21 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 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 htt•://frweb_ate4.access.gpo.gov/cgi-bin/waisgate.egi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 8 of 21 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 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) http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 9 of 21 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) �n� r ib: tubber-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) 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) http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 10 of 21 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 (incivaes loea, 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 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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page l 1 of 21 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 08/01/2007 Rates Fringes POWER EQUIPMENT OPERATOR (DREDGING) (1) Leverman $ 41.65 15.82 (2) Dredge dozer $ 37. 18 15.82 (3) Deckmate $ 37.07 15.82 (4) Winch operator (stern winch on dredge) $ 36.52 15.82 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand $ 35. 98 15.82 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 12 of 21 (6) Barge Mate $ 36.59 15.82 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 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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 13 of 21 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 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, http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 14 of 21 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 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; http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 15 of 21 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 : Diamona arialer; Sanablaster; Snaft ana 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 01/01/2008 Rates Fringes Asbestos Removal Laborer $ 25. 15 12.25 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 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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 16 of 21 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 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 http://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 17 of 21 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 05/01/2008 Rates Fringes SOFT FLOOR LAYER $ 29.85 9.04 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 01/01/2008 Rates Fringes PLUMBER, PIPEFITTER, STEAMFITTER (1) Work on strip malls, light commercial, tenant improvement and remodel work $ 26.21 13.54 (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 . 93 (3) All other work $ 33.86 15. 91 (4) Work at Edwards AFB and George AFB $ 38.36 15.91 (5) Work at Fort Irwin Army Base, Marine Corps Logistic Base at Nebo, Marine Corps Logistic Base at Yermo and Twenty-Nine web l ate4.access._so..ov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 18 of 21 Palms Marine Base $ 40.86 15.91 PLUM0345-001 01/01/2008 Rates Fringes PLUMBER Landscape/Irrigation Fitter.$ 25. 18 12. 66 Sewer & Storm Drain Work. . . .$ 22. 99 14 .79 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 04/01/2008 Does not include the northern part of the City of Chino, or the Cities of Montclair and Ontario Rates Fringes SPRINKLER FITTER $ 32.85 15.05 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 01/01/2008 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 work $ 37 .08 14 . 61 (2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating htt•://frweb_ate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 19 of 21 systems for human comfort. . .$ 32.01 19.92 TEAM0011-002 07/01/2007 Rates Fringes Truck drivers: 17 .39 GROUP 1 $ 25.44 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 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 htt.://frweb:ate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 20 of Z 1 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. 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 htt.://frweb.ate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 WAIS Document Retrieval Page 21 of 21 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 htt.://frwebgate4.access.gpo.gov/cgi-bin/waisgate.cgi?WAISdocID=34932131398+0+0+... 05/09/2008 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS GENERAL PREVAILING WAGE DETERMINATION FOR SAN BERNARDINO COUNTY STATE OF CALIFORNIA Arnold Schwarzenegger,Governor DEPARTMENT OF INDUSTRIAL RELATIONS Office of the Director MAILING ADDRESS: 8. 455 Golden Gate Avenue,lot Floor P.0.Box 420603 +►� San Francisco,CA 94102 Tit San Francisco,CA 94142-0603 <.,,,,.•• Tel:(415)703-5050 Fax:(415)703-5059/8 IMPORTANT NOTICE TO AWARDING BODIES AND INTERESTED PARTIES REGARDING THE DEPARTMENT'S DECISION TO DISCONTINUE THE USE OF PRECEDENT DETERMINATIONS "As part of the Department of Industrial Relations' ("DIR") continuing review of Office of Administrative Law determinations and Governor Schwarzenegger's Executive Order S-2-03, the Division of Labor Statistics and Research("DLSR")will no longer rely on Government Code section 11425.60 and will no longer designate public works coverage determinations as "precedential." The determinations should be considered advice letters directed to specific individuals or entities about whether a specific project or type of work is public work subject to prevailing wage requirements. DLSR is in the process of redesigning the web page for public works coverage determinations but, in the interim, will leave previously posted determinations on the website as a source of information for the public until the replacement web page is available. Posted public works coverage determination letters provide an ongoing advisory service only. The letters present the Director of DIR's interpretation of statutes, regulations and court decisions on public works and prevailing wage coverage issues and provide advice current only as of the date each letter is issued. In attempting to relate this advice to your own matter, care must be taken to ensure that the advice has not been superseded by subsequent legislative or administrative action or court decisions. Where there is an inconsistency between a statute, regulation or court decision and a public works coverage determination letter, statutory, regulatory or case law is controlling." STATE OF CALIFORNIA Arnold Schwarzenegger,Governor DEPARTMENT OF INDUSTRIAL RELATIONS tt Division of Labor Statistics and Research MAILING ADDRESS: 455 Golden Gate Avenue,9th Floor P.O.Box 420603 '- San Francisco,CA 94102 San Francisco,CA 94142-0603 1 ,'� December 27, 2007 IMPORTANT NOTICE TO AWARDING BODIES AND INTERESTED PARTIES REGARDING THE PREVAILING WAGE RATES BELOW THE CALIFORNIA MINIMUM WAGE In accordance with Labor Code Sections 1770, 1773, and 1773.1, the Director of the Department of Industrial Relations is responsible for determining the prevailing wage rates for each worker employed on public works projects of more than $1,000. Effective on January 1, 2008, the minimum wage in California will increase to eight dollars ($8.00) per hour. The Director's prevailing wage determinations shall not be below the California minimum wage. Each employer is required to pay at least the California minimum wage for the basic hourly rate in all cases where the published prevailing wage rate is below the California minimum wage. Any and all employer payments required by these determinations must also be paid. If the California minimum wage is increased in the future to an amount above that shown in a prevailing wage determination,the basic hourly rate in that determination automatically increases to the new minimum wage. STATE OF CALIFORNIA Arnold Schwarzenegger,Governor DEPARTMENT OF INDUSTRIAL RELATIONS Division of Labor Statistics and Research MA/LING ADDRESS: ` 455 Golden Gate Avenue,9th Floor P.O.Box 420603 !- 'CJ San Francisco,CA 94102 San Francisco,CA 94142-0603 1 y, May 10, 2007 IMPORTANT NOTICE TO AWARDING BODIES AND INTERESTED PARTIES REGARDING OVERTIME ON PUBLIC WORKS The Department has received several inquiries regarding whether it would be appropriate to refer to the contract provisions for a craft, classification, or type of worker in cases where the prevailing wage is based on a collective bargaining agreement to determine the overtime requirements for public works. Contract provisions that allow for employees to work alternative workweek schedules in which they may work more than 8 hours per day without overtime pay do not apply to work performed on public works. The laws and regulations governing prevailing wages require that employees of contractors on public works be paid not less than 1-1/2 times the basic rate of pay for all hours worked in excess of 8 hours per day and 40 hours during any one week. In addition, overtime compensation may be required at a higher rate than 1-1/2 times the basic rate of pay, for less than 40 hours in a standard workweek, or for less than 8 hours in a calendar workday as specified in the prevailing wage determination. Contractors are required to pay overtime pursuant to Labor Code refer to sections 1810-1815 and as indicated in the prevailing wage determination. Therefore, please Labor Code sections 1810-1815 and the prevailing wage determination and not the contract provisions for each particular craft, classification, or type of worker to obtain the applicable requirements for overtime hours and rates of pay. 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O U O 0 U U U U U v a 5 q 5 z 5 - - ° 2 N w IY W a w Cm m Q 0 O W J J U u 0 O. a a n 010 I- r- i- r- 0 F m z OJ W 0 -, z o. a a STATE OF CALIFORNIA ARNOLD SCHWARZENEGGER,GOVERNOR DEPARTMENT OF INDUSTRIAL RELATIONS OFFICE OF THE DIRECTOR ADDRESS REPLY TO: 455 Golden Gate Avenue, 10th Floor �<; San Francisco,CA 94102 P.O. Box 420603 San Francisco CA 94142-0603 August 22,2007 NOTICE REGARDING ADVISORY SCOPE OF WORK FOR THE SOUTHERN CALIFORNIA LABORERS' GENERAL PREVALING WAGE DETERMINATION The classifications and type of work listed below,as identified in the Laborers 2006-2009 Master Labor Agreement,Memorandum of Agreement by and between Southern California District Council of Laborers and Associated General Contractors of California, Inc., Building Industry Association of Southern California, Inc. and Southern California Contractors Association,were not published or recognized by the Department of Industrial Relations in the August 22,2007 issuance of the Southern California Laborers' general determination, SC-23-102-2-2007-1. The rates associated with these unrecognized classifications SHALL NOT be applied or used on public works projects for the associated type of work. The Department of Industrial Relations has not recognized the amendments under Article 1 in the Memorandum of Agreement. The following classifications have not been adopted for public works projects: Group 1 Certified Confined Space Laborer Concrete Curb and Gutter Laborer Environmental,Remediation, Monitoring Well,Toxic waste,Geotechnical Drill Helper Expansion Joint Caulking by any method(including preparation and clean-up) Laborer,Concrete Laborer, Asphalt-Rubber Material Loader Traffic Control Pilot Truck,Vehicle Operator in connection with all Laborers' work Group 2 Grout Man(including forming,pouring, handling,mixing,finishing and cleanup of all types of grout) Irrigation Laborer Group 3. Asphalt Installation of all fabrics Bushing Hammer Guardrail Erector/Guardrail Builder Shot Blast Equipment Operator(8 to 48 inches) Small Skid Steer Loader Group 4 Concrete Handworking by any method or means Industrial Pipefitter Installer of Subsurface Instrumentation, Monitoring Wells,or Points, Remediation Systems Installer Gr_ onp 5 Environmental, Remediation, Monitoring Well,Toxic Waste and Geotechnical Driller Directional Boring Drill Operator/Horizontal Directional Boring Driller Group 6 Boring System Electronic Tracking Locator/Horizontal Directional Drill Locator STATE OF CALIFORNIA ARNOLD SCHWARZENEGGER,GOVERNOR DEPARTMENT OF INDUSTRIAL RELATIONS OFFICE OF THE DIRECTOR ADDRESS REPLY TO: 455 Golden Gate Avenue, 10'h Floor San Francisco,CA 94102 P.O. Box 420603 San Francisco CA 94142-0603 August 22,2007 NOTICE REGARDING ADVISORY SCOPE OF WORK FOR THE SOUTHERN CALIFORNIA LABORERS' GENERAL PREVALING WAGE DETERMINATION The classifications and type of work listed below,as identified in the Laborers 2006-2009 Master Labor Agreement, Memorandum of Agreement by and between Southern California District Council of Laborers and Associated General Contractors of California, Inc., Building Industry Association of Southern California, Inc. and Southern California Contractors Association,were not published or recognized by the Department of Industrial Relations in the August 22,2007 issuance of the Southern California Laborers' general determination, SC-23-102-2-2007-1. The rates associated with these unrecognized classifications SHALL NOT be applied or used on public works projects for the associated type of work. The Department of Industrial Relations has not recognized the amendments under Article 1 in the Memorandum of Agreement. The following classifications have not been adopted for public works projects: Group 1 Certified Confined Space Laborer Concrete Curb and Gutter Laborer Environmental, Remediation, Monitoring Well,Toxic waste, Geotechnical Drill Helper Expansion Joint Caulking by any method(including preparation and clean-up) Laborer,Concrete Laborer,Asphalt-Rubber Material Loader Traffic Control Pilot Truck, Vehicle Operator in connection with all Laborers' work Group 2 Grout Man(including forming,pouring, handling,mixing, finishing and cleanup of all types of grout) Irrigation Laborer Group 3 Asphalt Installation of all fabrics Bushing Hammer Guardrail Erector/Guardrail Builder Shot Blast Equipment Operator(8 to 48 inches) Small Skid Steer Loader Group 4 Concrete Handworking by any method or means Industrial Pipefitter Installer of Subsurface Instrumentation,Monitoring Wells,or Points,Remediation Systems Installer Group 5 Environmental, Remediation, Monitoring Well,Toxic Waste and Geotechnical Driller Directional Boring Drill Operator/Horizontal Directional Boring Driller Group 6 Boring System Electronic Tracking Locator/Horizontal Directional Drill Locator STATE OF CALIFORNIA ARNOLD SCHWARZENEGGER,GOVERNOR DEPARTMENT OF INDUSTRIAL RELATIONS ; , ,,,�� OFFICE OF THE DIRECTOR ADDRESS REPLY TO: 04,"' 455 Golden Gate Avenue, 10t Floor San Francisco,CA 94102 P.O. Box 420603 San Francisco CA 94142-0603 August 22,2007 NOTICE REGARDING ADVISORY SCOPE OF WORK FOR THE SOUTHERN CALIFORNIA LABORERS' GENERAL PREVALING WAGE DETERMINATION The classifications and type of work listed below,as identified in the Laborers 2006-2009 Master Labor Agreement, Memorandum of Agreement by and between Southern California District Council of Laborers and Associated General Contractors of California, Inc., Building Industry Association of Southern California, Inc.and Southern California Contractors Association,were not published or recognized by the Department of Industrial Relations in the August 22,2007 issuance of the Southern California Laborers' general determination, SC-23-102-2-2007-1. The rates associated with these unrecognized classifications SHALL NOT be applied or used on public works projects for the associated type of work. The Department of Industrial Relations has not recognized the amendments under Article 1 in the Memorandum of Agreement. The following classifications have not been adopted for public works projects: Group 1 Certified Confined Space Laborer Concrete Curb and Gutter Laborer Environmental, Remediation, Monitoring Well,Toxic waste,Geotechnical Drill Helper Expansion Joint Caulking by any method(including preparation and clean-up) Laborer,Concrete Laborer,Asphalt-Rubber Material Loader Traffic Control Pilot Truck, Vehicle Operator in connection with all Laborers' work Group 2 Grout Man(including forming,pouring, handling,mixing, finishing and cleanup of all types of grout) Irrigation Laborer Group 3 Asphalt Installation of all fabrics Bushing Hammer Guardrail Erector/Guardrail Builder Shot Blast Equipment Operator(8 to 48 inches) Small Skid Steer Loader Group 4 Concrete Handworking by any method or means Industrial Pipefitter Installer of Subsurface Instrumentation,Monitoring Wells, or Points, Remediation Systems Installer Group S Environmental, Remediation, Monitoring Well,Toxic Waste and Geotechnical Driller Directional Boring Drill Operator/Horizontal Directional Boring Driller Group_6 Boring System Electronic Tracking Locator/Horizontal Directional Drill Locator STATE OF CALIFORNIA Arnold Schwarzenegger,Governor DEPARTMENT OF INDUSTRIAL RELATIONS `/ii'i,� OFFICE OF THE DIRECTOR , 455 Golden Gate Avenue,Tenth Floor � .4 San Francisco,CA 94102 (415)703-5050 April 13, 2005 RE: Enforcement of Prevailing Wage Obligations for On-Haul and Off- Haul Trucking By Owner-Operators Not Employed by Material Suppliers Dear Interested Parties: This notice is in response to the various letters I have received regarding enforcement of prevailing wage obligations for owner-operator truck drivers hauling material and equipment to and from public works sites. It has been this Department' s policy that owner-operators, including owner-operator truckers, performing public work must be paid prevailing wages.1 It appears, however, and as some of you have acknowledged, the majority of the Department' s enforcement of prevailing wage obligations has concerned owner-operators (of any kind) performing work within a public works site.2 In light of the Department' s enforcement experience and its current consideration of appropriate wage rates for owner-operators performing on-haul and off-haul trucking, enforcement of prevailing wage obligations for such work is stayed pending DLSR' s establishment of the appropriate rates, including a formula for applying them to the unique circumstances of owner-operator compensation.3 In addition, the rates established by DLSR for owner-operator truckers performing off-haul and on-haul deemed to be public work will be applicable to all work advertised for bid on or after the date of the rates issued by DLSR.4 Sincerely, /s/John M. Rea Acting Director 1 Under O. G. Sansone Co. v. Department of Transportation (1976) 55 Cal.App.3d 434, 458, 127 Cal.Rptr. 799, this excludes owner-operators employed by material suppliers. 2 Almost all prevailing wage complaints involving owner-operators performing on-haul and off-haul trucking appear to have come in after the request for a determination or after the issuance of the determination. 3 Labor Compliance Programs are required to enforce prevailing wage obligations in a manner consistent with the enforcement policies of DLSE (title 8, California Code of Regulations, section 16434) . Thus, Labor Compliance Programs are directed to observe the same stay policy as described herein. 4 Consistent with the Department's enforcement policy, if an awarding body does not advertise the public works project for bid, other benchmarks events, including the first written memorialization of the agreement concerning the public works elements of project or the contract governing the award of public funds will be utilized instead. See e.g., Baldwin Park Market Place, City of Baldwin Park, Public Works Case No. 2003-028, October 16, 2003. STANDARD DRAWINGS C. .oF A N BEIZZ.NA¢Dilvo ST�►NDAMD lTY S EX 1 STI 10G "TO P4Gicoo► I'm HY SYMEOLS -4--- CEIN,ITEIL LINe O ;EWER MANHOLE C.L. - CITY LIWI'S o ' S!WLQ CLcANOUT 4/W EIGHT OF WAY LINE O STotZM MAIN AAANNOLE TELEPHON MANHOLE OR VAULT S S EXISTING, SEw1=¢ 000001 1 E Xic>` w ExtSrcrlG wATC¢ LINE 6 [a ill 4%1 MAIJHOLE OR VAULT 15"CONE--0 EXISTING 5TOIZA4 DQOIN O LW J WATEZ MANHOLE OZ VAULT • i 2••M G EXISTING GA5 LINE ® `E ; ELECTRIC MAwaOLF OR VAULT VND'GD. TEL.C:o1•IL�UIT ] PP* ELECTRIC 01 TELEPHONE POLE T - I2"JD.CONE-Ifs. EXIST I¢ZIGATIOL) L.ttdE ® ELECT¢4G 'TOW EQ ? V E — UND•VID. ELECTRIC CON D• E---- DOWN GUY S.L. " STREET LIGHT INCG FIRE HYDI ANT 1 .514. -- •1 TRAFFIC StGNAL OW" WATER METER F. - - �• FIIZE ALARM Dw4 WATER VALVE 15"ID PCC- _ •• CULVERT A GIAS VALV E v v --u- --- -u--u- BOARD FENCE t ELECTtLDLIER. (UPRIGHT) —X x x—X- I3A¢bED WIRE FENCE --o LLECTfLOLIE.R. CON MMT Arm) O . -0 0 0 CHAt10 LINII PENCE 44 'T¢A•FrIC SIC3tsAL O O d o wasEts WI ME FENCE s---o 1 .APFIC SIGGWAL (ON I"/MT AEA) 1'CC, SLOCIS WALL i P3 0 MULL SOX — OR • I ¢AIL ILO AO TM,ACISS ® tVArFIG fl3NAL CONVEOL.L1r11L TZAPFIC SIGNAL. DOTECTOQ HEDGE m—♦ WALLS • WAIT SIGINA.L w...�.►—it +---•..�-'- Dl 4C TI OPJ FLOW DIET 0 PATIOI3 METER• V . ci . T ZAFPIC SKIN DIIZSCTION FLOW PAS/. STREET NAM! $100.1 R , of ur --,nr-- ,m---1m-- -mr TOP OF SLOPE 4 STOP' SIGN O' , — -�—-L— —-� - TOE OF SLOPE XX !LE.CP.O4 1144 51GN t R - GuAtzo ¢AILU G 51-6 c.c. caASSINCi SIGI4.4L - - IE S!'aIMISLEQ NEA►V F.C.C.C SI0EWALli (DASHED) � 1\ A r C.C. DUI VEWAY 0 DELTA . ANGLE POINT Z 0 POINT ON TAIJGeNT .c' P.C.0 .CUR.b GuTTe2 .. SMQUS IZ`< TREE. (1,ECIDuo ) U•S•MAIL. Sox j . 5 d SECTION GOaNEt . �u PALM 1.- EVE QGEEEN PINE ETC) • • S S +9 V4 COZUEIL E8 IX ?CC 5LA4 �` But LD1NCZ APFZZovCD STANDARD uWCOYEZED ! Alov. AA_ 19 6 a. mo. -- -- - —S- a/ ' SO CITY OF SAN BE2NARDIF.IO -PUBLIC I6.'0t-Iry-1 DtP'T. CITY ENGI*IEEZ.. -_ . • 2b�'" NoTE Ot1KRAL NOTES+ CONCRETE MUST RE AT LEAST /80 1 "' b N 5.5 SACK MIX(550-C-15001 CUOMO COMPOUND SMALL K AND NOLO 2500 P.S.L IN s� DAYS. SPRAYED /ORMLY ON ALL -• POSED INS! ICES PRIOR TO [VAPOR • ,�,1 OP SURFACE 11MTEU. FLAT? 1 EXPANSION JOINTS AT ENO • ,/):, •RETURNS O SRUCTURES ND 0 FLAME JOINTS EVERY 10 PT - SLOPE me .O97 cU r0. OR AS INSTRUCTED. �'� pal.- • /roR L/N. pr ° a Ml• r30.•' a. • (• • �' o . • I • • • • - ° • .__- L TYPE "B" P.C.C. CURB a GUTTER zbI• /B' t — ` r Aver RS" 1 ,, Rill" SLOPE I-IS J . R O ta y o.0" / ca PD. rye . �• PERL/M. FT. •1 1 . p . TYPE "C" P.C.C. CURB a GUTTER ,, (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) b • 0 • • ..a 0.03/ C/ r0. • .bw • v PER[/M. FT. . . ply •` • ` 0.0(.1' cu. YD. PE& L/N.Fr. . e:, , .90ii TYPICAL SECTION ROLLED CURB TYPE "A" (ONLY FOR SPECIAL APPLICATIONS AS P.C.C. CURB APPROVED BY THE CITY ENGINEER) CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED. STANDARD istlAy 27 !WIZ PLAN TYPICAL SECTION- ZOO dllb P.C.C. CURB 8� GUTTER 'T ; ; PERM/SSABLE ALTERNAT/1/E CUPB FACE MAY /5' WRY.4CCORD/A16 i 3, EC•R. �� ?oP�AN 20 tSl # - 88'CONCRETE (lj I I / 1 r ' Al ,3'ol 6' ■ /3' 3' EXPANS/ON JO/N T "-A GRADE JO/NT STRA/G/I T GRADE --Fzow omP erod PLAN . OF CROSS GUTTER F/LL W/r/I,dSPN•4L7/C I. JO/Nr SEALER R.8 ' T E.awtsav T -lows % :yam STEET TROWEL F/N/Sf/ / - t i r, • _ / E _ . 0 lip A EXPANSION JOINT NOTE STRA/6NT GRADE /w �' NI 8"C E BETWEEN BC.R '5 MAY BE AZ TERED ON EXCESS/✓E SECTION "A-Au 624 DES. 31,- /8• /Q,. J ` 0.01Z CU P0. soy • "O• PER LU/Fl. tea '141 36u P.C.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF-SAN BERNARDINO-PUBLIC WORKS DEPT APPROVED:R 19 8 2 STANDARD B 36" & 7 2" CROSS GUTTER y 01 CITY ENGINEER , VAMP/ES APE 1YFT. �r r rr�i�ac .cacsr/ov 31M/AI Ur/L/Tr TEENCf/ - WEAt'ENEO JD/NT CASE A" PREFERRED slaemthe LOCAT/ON VAR/ES r— 4 AUN0ls741.4rF0 r "AWN. I W/DTN (DOSE GE4YEL fir AC .51°M/N pee./,�p�4B/TED/N 771/.9 A.* 4 .4/OEWALK to CASE '5' MAY BE USED: I.)WHEN FAONT46E /1 LESS TM4N /G17'ANO SAME SECT/OW EX/ST.5 ON 150TH J/OES OF,LOT. P.) POE MEAND e/A J PEh/i4LL'9. - GENERAL NOTES: ev •►• ik" 1)CONCRETE CLASS-110-‘)-1:M0 ------ �%� r,CU WEAKENED .�X.A(0lNT�D�PECTEDEI'?ITC// 77VE.EN8/116EA?. E)CVe/AAS LI:W01 NO 9#A4LL dE I sV PROPOJEO S4) ! ViP'/Lr`/OEw,.r.44 EXPts9O dl1.4WICE9 "WoC TO Thee E✓.4/°ge4TJGN OF ..1&AW CE 14TE0. 2d AKE TYP/CAL S/DEA/ALK TRANS/T/ON I CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. QED STD. NO. ,1983 SIDEWALK LOCATION - 202 DIR. PUBLIM2KS/ CITY E, NOTE GENERAL NOTES Scorwe9 /:non to be P/seed CURING COMPOUND SHALL SE C 1 16 ' - 20' Arid", to V.p.►af..' et SPRAYED UNIFORMLY ON ALL o 1..• Surface Water. EXPOSED SURFACES PRIOR TO EVAPORATION OF SURFACE WATER. A A PALE T I TAT— 1 n .•5c--orir Lines Min.Dev+h�i'4 Qid9e I _ L'_-a.- - Qid9e. 0 I i, ki .1 1 t Z T ' a -- X = 2'-6" For Curb FQCe PLAN Under to" X = 3'-a'For Curb Fciso IOe And Over. Saw Cut r 5/W :''Exi5finq Curb t Gu44cf` •Top OFC1r6-_t GutferG e- ii. ....1 bo44om Of curb T !- .----4_________________t_______.- �--4—�— --- x 6• 16 20 .- - Curb Opening = W + 1'-0` • ELEVATION 1.6r. 4'•0" G" Min- 5.5' Var. I Q I/i/F+. • stop. IA.. • -F` 1 1/4 5Pip.. oin4.: Slope Net To Exceed I21h SECTION 'A-A SECTION 'Ad" At (F rkweys Less Than 10') (PL-rkwcays 10' And Greeter) RAVI Added G.,epo/No/-s -4.d" f REV 3 .Perrier/ Sh.../s./ No. d�/'10 7E REV 2. gaT tr Ad fNoh /'.en ON 4/211A1 it;`a - REV I Cor' ArPr••Tem PA. .. ..a/71 106 CITY OF 5414 6ERNMIDINO -PUBLIC W012.155 DEPT. APPQOVED STANDARD QESI DENTIAL 4u19 2 1955 N2. DRI VC WAY A P.PROAC44 • 203 CITY ENGINEEQ XISTING AC PAVEMENT ©® _ TRENCH WIDTH 4-":4-:: :!:!:!:!:!:!�!f:4f :!:'95% 0, -I-I-.=i;_1.I:i:..1:...:i..1..-1� I-----4' OR LESS 4' OR LESS • • • • • • • • • • • i REMOVE/REPLACE EXISTING REMOVE/REPLACE Z ' • ••••'••• AC STRUCTURE SECTION EXISTING AC• • • • I PER NOTES: STRUCTURE SECTION ~ ' ' +' +' 1.0' MIN PER NOTES: Z ----� 95X I © l0 12 O 000 O ••••.•♦ ♦•••:•••••••• '••••••. • • • • +• I W ••• • • • ' • + I? CURB AND GUTTER ;,.•.7".rK :'• ''_`�~h`s �-'�Z MAX TRENCH WIDTH OR EDGE OF PAVEMENT /.1 WIG S :ry-:7 CC) Z OO 0 `' .- w^!'`_•;:' N�0 o TRENCH EDGE 1 _t _ ,.- ._ • 90% �� 6" MIN t .'�..,...,::.."›..44-:: � ..''-y:;.".; 1 TYPICAL SECTION PAVEMENT REPLACEMENT LIMITS GENERAL RIGHT-OF--WAY TRENCH NOTES: OR AS DIRECTED BY THE ENGINEER Oi ASPHALT PATCH 4 INCHES MINIMUM OR 1" GREATER THAN EXISTING AC, WHICHEVER IS GREATER. ASPHALT PATCH MAY BE EUMINATED 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 UNITS. FOR STREETS THAT HAVE BEEN RESURFACED WITHIN THE PAST THREE (3) YEARS PRIOR TO THIS TRENCH EXCAVATION (AS IDENTIFIED BY PUBUC WORKS RECORDS), GRINDING SHALL BE EXTENDED A MINIMUM 1' BEYOND THE TRENCH UMITS, 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 PUBUC 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 UFTS. 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. 0 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), JETTED, PER SECTION 306-1.3 (GREENBOOK), OR PLACED MECHANICALLY TO 90% DENSITY. PIPE ZONE SHALL CONSIST OF A 2—SACK 300 PSI (±) CONTROLLED LOW STRENGTH MATERIAL AS SPECIFIED IN SECTION 201-6 OF THE GREENBOOK. LOCATIONS SHALL BE SHOWN ON THE PLANS. CLSM UNITS — PIPE ZONE FROM PIPE STATION TO PIPE STATION X+XX.XX X+XX.XX ® 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". 77 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL 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. O 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 LIKE IN KIND. 1 UPDATED, REVISED &REDRAWN STD ePe 4/22/2007 HO REVISION BY DATE APPROVED. CITY OF SAN BERNARDINO APPROVED $-Z oy STANDARD DEVELOPMENT SERVICES--PUBLIC WORKS/ENGINEERING NO. TYPICAL DETAIL 310 RESTORATION PERMANENT SURFACING/TRENCHING CITY G1NEER 1 OF 1 ABBREVIATIONS ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL Avenue = Ave Alley = Alley IIa11/ - t" Boulevard = Blvd 1°i�iIrratlerm�an K. h Q Csntsr Ctr 0 0 t Circle = Cr !! Court = Ct �� / Drive = Dr BLADE !4 BORDER IV" FROM ALL EDGES Highway = Hwy ( SIGNALIZED 1 �' Lane = Ln INTERSECTION Place a �o�� / Parkway = Prkwy a 6" 5 0:� ? / Road Rd IL.u_ ��O State Route = Rte �.■ Street = St \" Trail = Tr ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL Way = Way � , 9~ n p o [Y90 _�N' G L OUNTING pp�� ���� f " Q I L �ArtkN mac— t " BORDER " FROM TOP i BOTTOM l UNSIGNALIZED I -- - © INTERSECTION aycSt4. ri/ \ 8/14" A DIA. O LOCAL / LOCAL 'R t 1 6' iramonte - z- I N I NOTE: `A' BORDER I'� FROM TOP I BOTTOM- :,....SHALL . STREET NAME & . ^� BE CENTERED BOTH VERRT. & HOR I2. � D 4" .n o _ . —7- I WITH 2y4 CLEAR ON ENDS I ON SIGN BLADE. •• ' MIN. LETTER SPACING • 73% 24" MIN. • I FxW.A.STANDARD 1 ~ 36" MAX. OR APPROVED i USE WESTERN HIGHWAY PRODUCTS 1 OR APPROVED EQUAL I. 3 O l 6" i 9" 1 SIGN BLADES ARE 0.08 GAUGE EXTRUDED ALUMINUM • • m ALLOY WITH .250" STIFFNER AT TOP & BOTTOM EDGES. DOUBLE m FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKROUND CURB 6" SIGN BLADE TO BE FABRICATED USING ENGINEERING GRADE FACE • DRIVE SHEETING..& 9" SIGN BLADE SHALL BE FABRICATED USING HIGH / 2.....0_ : RIVET. INTENSITY REFLECTIVE SHEETING. J4 ,. 1 12" ) SIGN BLADE SHALL BE 0.08 GAUGE FLAT ALUMINUM ALLOY a SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACK- -f ROUND BOTH FABRICATED USING HIGH INTENSITY REFLECTIVE •_3 y icTOP OF EXISTING SHEETING & ATTACHED TO SIGNAL POLE AT 96" FROM SIDEWALK 4 SURFACE j e - - Z USE BRACES WHEN 36" OR LONGER IN LENGTH. ;; O SIGN - TO - SIGN BRACKET, SUPR-LOK 2N990X, .280" WIDE SLOT, VANDAL - PRUF BOLTS 2NVPAI2. —______ k y, o © POST - TO - SIGN BRACKET, SUPR - LOK 2N97 SOX2 .280" WIDE SLOT, ANCHOR: VANDAL - PRUF BOLTS 2NVPAI2. TELESPAR •;: OE Op SIGNPOST TELESPAR 2" SO., 12 GA. HELD TO A 2%," SO.x30" H.D. ANCHOR 224E SQ.x30 . L —" O FOUNDATION , PORTLAND CONCRETE CLASS 500-C-2500 8.. I MAX. SLUMP = 5". I ' CITY OF SAN BERNARDINO / PUBLIC WORKS DEPT. APP- '■VED 2 Z STANDARD NO. P 504 STREETNAME SIGN CT•-: r:= IC WORKS CITY ENGINEER I OF 2 • / W W ��� r • .....) 7 • 2' + - ` - JOR STREET - ��,^ ♦sue r as +ac.R NI m f MINOR -S-TREET-_ ♦B.C.R. ao 11 ) "T" INTERSECTION +' INTERSECTION 1" INTERSECTION LEGEND DOUBLE SIGNS WITH OR WITHOUT R-I • 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 NI. i S.W. CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE STREETS. TIE WORDS 'PRIVATE STREET" SHALL BE 4"HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET = ARTERIALS • MINOR STREET = COLLECTORS i LOCALS CITY OF SAN BERNARD I NO / PUBLIC WORKS DEPT. APP' - /Z- 7 - , STANDARD NO. STREET NAME SIGN / RE T•- w".=-; �► W• - S 504 CITY ENGI - 2 OF 2 1220 mm 4') A 915 mm 3) MIN 1220 mm 4' 915 mm 3 MIN gill" TRANSITION 915 4:1 MIN Y 915 mm �� .K>r< NOTE 8 3 3 (3) MIN M1 Y 0D ....... a NOTE 2 / a o_ / ;;.:::-::-•i • CURB I, X I I X ,.I CURB FACE 1220 mm A U' ix (4') TYPE 1 AORB 1220 mm (4') 915 mm (3) MIN R his., JR / I N< ' I ,�,. GRADE BREAK >-J NOTE 8 Y3 NOTE 2 :::o:c. Tr1 141 _. K!7. CURB/ / f X 1 d 122 mm I CURB FACE bt! 4') in AORB SEE FIGURE 1 TYPE 2 CASE. A • STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANIDA/���DCPLAN NIQINAOA TED SY M PUOLIC s STANDARDS CURB RAMP 111-3 OREEMMOOK COMMITTEE 1953 11[v. 195•. 1000. loos US STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 10 C BCR Ck Q-ir\ 2% MAX 1220 mm 4' —.. GRADE BREAK 91 mm MI \�/ E NOTE 8 E f. UNv \ .4 >i:. Vim. O 7— —1 11\ . cy ci-\)10 v . .7.+ • 4., lie IC cc PANTING / J�L 0 cP aa. AREA ►t 4 S ›i"��C. CURB N TYPE 3 CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 2% MAX z C Q,\ 1, ,l\ GRADE BREAK �;el 122.0 mm 4' a E E 91 mm MIN E E Ae NOTE 8 BCR o V N in \ a I 3 ! NOTE 2 ...Nt:: s; IIa AREA / :.< �• k1 ','÷ e43.‘;' " 2"20 8.33• �ry ` \ Irty J� CURB [ 4 O-\G c 434.'CURB FACE ) WHERE PLANTING AREA IS / TYPE 4 ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND CPLAN CURB RAMP 111 -3 SHEET 2 OF 10 , ( AORB 1220 mm 15 (4') R R 9 mm ( MIN I--?--1 I Z 1 NOTE 2-. 8.33r I NIx I .1... .3� DE BREAK ic NL N 1122222 NOTE Sv; nlX / PLANTING AREA PLANTING AREA { �� co CURB / f ( i CURB FACE 1209 ) t m i. 4 AORB SEE FIGURE 1 TYPE 5 1 PARKWAY HR W 2% OCt. P a 1220 mm (4') Z� ... PCC WALK 915 mm (3') MIN C i 1220 mm (4') R Z 4 915 mm ( MIN h.—" '` N < NOTE •2 9 ,� cc. •/NOTE 8 / .o, PLANTING AREA /� ` TYPE 6 CURB CURB FACE IF PLANTING AREA IS NOT 4Y ADJACENT TO SIDE FLARE, USE 'X' PER TABLE 2 FOR THAT FLARE CASE A D R STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAN�MT�ic PLAN CURB RAMP 111-3 SHEET 3 OF 10 z=x z=x (3') MIN failIC I NOTE 2-N N j_ N` NL R R a 8.33 33Z CURB \NOTE 8 CURB FACE x I X 1220 mm/ }< (4') IK C g TYPE 1. Z NOTE = "�� N i- Qom.- x TYPE 2 4.co NL Y ,22 ` yy S IX a NOTE 2 �y+ CURB/ -- 6' CURB FACE $O k' G CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND .PLAN CURB RAMP 111-3 SHEET 4 OF 10 A SKEW ANGLE, a 1220 m SKEW ANGLE a=45' (4') OFFSET b=0 NOTE 2 UNLESS OTHERWISE =\/ NOTED ON PLANS N. Y (3') MIN 9 11 in m I� t NOTE 8.---#? MOC X 3/ OFFSET, b CURB/— / CASE C CURB FACE X z 5 —N) E'-'- E o E SEE DETAIL OTE 8 a-rn A, B, C, OR D 'N. ,. 1< A� 8 .. A TYPE 1 NOTE 2� 576 MAX aY 915(3')mm MIN PLANTING x AREA REGRADE X=1220 mm (4') — Y IF ADJACENT TO CURB PLANTING AREA, CURB FACE OTHEW SE SEE TABLE 1 Y Z 915mml m (3') MINI r vM SEE DETAIL A, B, C OR D\ I E \q� 83376::::.-NOT8 4)jA R AXM lc CC U 1 CL a NOTE 2 , 0/+ A CURB/ CURB FACE TYPE 2 CASE D D PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANuric CURB RAMP 111-3 SHEET 5 OF 10 i S MAT(/ GRADE BREAK 1220 mm (4') IA_T 915 mm (3') MIN CO x m LTv E.--f° \--- E < Z OR N Q MARKED 3 O E A OR B LESS ' CROSSWALK �— 9. MAX, I x /__ ' <I 1220 mm (4 "' 3 915 mm (3') M '� 1 , Y y l' II , a PLANTING AREA NOTE 2 TYPE 1 CI-J-W7---7 A OR...14._ NOTE 8 CURB FACE X=1220 mm 4' 1220 mm X WHEN ADJACENT (4') TO PLANTING AREA kigilxf. MARKED CROSSWALK 27. J I MAC( r x x 1 E4 o Z OR IN et MARKED S c LES 5 MAX _ " CROSSWALK •NOTE 2 r Z=X 7111 ' x / }J x 915 mm e< 3 3 . (3') MIN— N �j� CC v K� 0 N .. ...''N, .001110/ GRADE BREAK CURB FACE` I X "1220 i m X NOTE 8 TYPE 2 (4') x CASE E x r1 MARKED CROSSWALK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETDAR c PLAN CURB RAMP -3 SHEET 6 OF 10 o ( SEE NOTE 6.- 1- . PARKWAY Y 1220 mm (4)I SEE TABLE 1 §15 mm (3) I EXISTING ROUNDS' TOP OF I ROADWAY 5` x .. Ex MAX RAMP AX X .....-42-0 CURB AND GUTTER SECTION A-A USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-8 SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. �R 1 Y 1220 mm 4' 1 ROUNDED TOP OF_ EXISTING EDGE RAMP/ DEPRESS BACK OF WALK ROADWAY 5`= I SEE DETAIL A, B, C OR D, UMW11'41�' SHEET 10. A2-0 CURB AND GUTTE13- SECTION B-B SEE NOTE 6�R R PAKWAY 1 Y _ EXISTING ROADWAY Sz MAX DEPRESS BACK OF WALK _+ I SEE DETAIL A, B, C OR D, ..p-27G MAX 1 SHEET 10. . A2-0 CURB AND GUTTER \ SECTION C-C Z 1 20 mm (4?f DEPRESS BACK OF WALK *q S'��O. CC I WALK SECTION R-R -Z OR LESS Z 1220 mm (4 J I \ 11220 mm (4'� Z DEPRESS BACK OF WALK - __ -1.3,r-V.J � .'14 I 1. 45 PCC SIDEWALK SECTION S-S D P STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAN►�t � LAN CURB RAMP 111-3 SHEET 7 OF 10 • PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0 (4') MIN(5') (6') (7') (8') (9') (10') (11') (12') (13') (14') (15') (16') (17') (18') (19') (20') 25 (1") , 50 (2") 75 (3") s�C� , 100 (4") , N "II: .9 E SECTION A-A E 125 (5")- I . 444, LANDING = 1220 mm (4') U 150 (6")-6-Z 040 0 La 175 (7")- �i72 200 (8")-N U 225 (9") -J SECTION B-B < 250 (10") CALCULATE Z DIMENSION PER FORMULA BELOW 275 (11") 300 (12") OR MORE FIGURE 1 - SECTION USAGE NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS: mm (INCHES) X, mm (FT) Y, mm (FT) W = PARKWAY WIDTH 50 (2") 1200 (4.00') MIN 790 (2.63') L = LANDING WIDTH, 1220 mm (4') TYP, 915 mm (3') MIN 75 (3") 1200 (4.00') MIN 1185 (3.95') Z - ((Y+L)-W] x 0.760 100 (4") 1200 (4.00') 1580 (5.26') IF (,Y+L) < W, THEN Z = 0 125 (5") 1500 (5.00') 1975 (6.58') 150 (6") 1800 (6.00') 2370 (7.90') TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT 175 (7") 2100 (7.00') 2765 (9.21') THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X MAY BE MULTIPLIED BY 0.833 FORA MAXIMUM FLARE 200 (8") 2400 (8.00') 3160 (10.53') SLOPE OF 10% AT THE CURB FACE. 225 (9") 2700 (9.00') 3555 (11.84') 250 (10") 3000 (10.00') 3950 (13.16') 275 (11") 3300 (11.00') 4340 (14.47') 300 (12") 3600 (12.00') 4735 (15.79') SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y CF / (8.333% - 2% WALK CROSS SLOPE) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANIOAROOPLA" CURB RAMP 11T-� 3 SHEET 0OF10 1220 mm 4' 915 mm (�3") MIN Z.D OWN I , I GRADE BREAK ?! x ,11� CURB GUTTER X.DOWN I I X.UP CURB FACE SLOPE, S L1220 mm • (4') TYPICAL CURB RAMP L X.DOWN X.UP BACK OF WALKI S \_ GUTTER SECTION T-T FLOW LINE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% .0.943 1.064 1% 0.893 1.136 2% 0.806 1.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDA�CPLAN CURB RAMP 111'K-I3 SHEET 9 OF 10 305 mm 12" Er,© 0 OO 19 m roil;) E N ® @ °O ©° 23 mm E N =© © OO OO (0.90")l ,n o SINGLE 6 mm mm —0 O 0 O PATTERN "TRUNCATED DCME" 0 mm (1/4") (1/4") I 1(62.35") GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL Z PER CONTRACT PLANS �Z 150 mm m g PAVED SURFACE PAVED SURFACE RETAINING CURB \ — DETAIL A DETAIL B GRADED SLOPE 2:1 NPAVED SURFACE S mR' UNPAVED SURFACE MAX RETAINING CURB---..„ 1111111111111111Y DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 310-C-17 (520-C-2500) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK. 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4") GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL. 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "8" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = 6/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRICv`AN CURB RAMP _3 `-_, SHEET 10 OF 10 51 mm (2") 0 STD STL PIPE, RAILS AND POSTS A _ CAP DETAIL - I I (6) mm N <NOTE 5 SLIP JOINTS 460 mm . I E� � (18 ) a E c 13 NON-SHRINK GROUT EXPANSION o^ a 460 mm -TOP OF WALL JOINT-N1/4. (18") END OF 1 50 mm V 230 mm WALL.` (6„) ^, (9') MIN I — 1 z E 75 mm Y E E�. (3") MIN 0 ° =N" TYPE A SECTION A-A to N v 51 mm (2") 0 STD PIPE, B RAILS AND POSTS a^ a SLIP JOINTS I m i3164.") I m (14”) I (14")m IL IA TYPE B ..4-1 B SECTION B-B RAILS •ICKETS 51 mm (2") 0 13 mm (1/2") 0 ...0,-Th STD PIPE STD PIPE 11011111111111 � t It ' 1 E E O N a I mm Ilifif� _ i (140; 100 mm r (4") CLEAR POSTS ■1111_1 64 mm (2-1/2") 0 C SECTION C-C STD PIPE OR 51 mm (2") 0 TYPE C EXTRA STRONG PIPE ELEVATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY ME STANDARD PLAN WORKS Puy` ENBOO STANDARDS C0 COMMITTEE "`. METAL HAND RAILINGS METRIC GREE"6G«3GM�T,E>< 606-2 1993 REV. 1996, 2005 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 TOP RAIL DETAILS " ' " S H E E T 3 460 mm Ir(18") , (4.. .... ") CLEAR WELD ALL AROUND- 460 mm SEE NOTE 5 (18")r__ --- J TREAD WIDTH I ��� L-- �`� 4NT, 305 mm • • I I(12") BACK OF SEE SHEET 1 FOR � - __ _ I"."-----SIDEWALK BOTTOM RAIL, POSTS, r_ PICKETS, AND POST L-- ` i EMBEDMENT i I E,� M L.-' 100 mm . L--�`. ;\ r' (4") CLEAR L__\4,lir 4. i ---, co STAIR CURB TYPE A TYPE C. HANDRAIL INSTALLATION ON STAIRWAYS 125 mm (5") DRIVE-ON STEEL 75 mm 6mm END CAP (3") I I (1/4") W Z CI m S-J^a 4 N W vO v 6mm 1 4 ■ SLIP JOINT DETAIL CAP DETAIL FOR RAIL END NOTES: 1. USE TYPE C WHERE ADJACENT GRADE IS MORE THAN 760 mm (2'-6") BELOW LANDING OR SIDEWALK FINISHED SURFACE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS, 7.3 m (24') MAXIMUM. 4. MAXIMUM SPACING OF POSTS SHALL BE 2.440 m (8'-0") ON STRAIGHT ALIGNMENTS, AND 1.830 m (6'-0") ON CURVED ALIGNMENTS WITH LESS THAN 9.1 m (30') RADIUS. MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 5. WELDS SHALL BE SLOT OR FILLET WELDS EQUAL TO THICKNESS OF PIPE. WELD ALL JOINTS ALL AROUND. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC METAL HAND RAILINGS 606-2 SHEET 2 OF 3 1 D I" PP.. 25 mm (1") 0 STD PIPE .. GRIP RAIL `.., 25 mm (1") 0 4.1114 STD PIPE 0 o FRONT SECTION D-D •POSTS PER UPPER RAIL �-- SHEET 1 51 mm (2") 0 STD PIPE TOP RAIL TYPE 1 40 mm (1 1/2") CINI11114". • 25 mm (1") 0 STD PIPE OR APPROVED EQUAL FRONT SECTION E-E TOP RAIL TYPE 2 IF 305 mm (12") I RIP RAIL .1 Asa amismilri 25 mm (1") 0 '/ • (1 1/2") la D PIPE WALL FRONT F ST SECTION F-F BRACKETS EACH 2.44 m (8'-0") OR AS SHOWN ON PLANS. MOUNT TOP BRACKET ABOVE TOP STAIR NOSE. 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('' / 4... {H 55 / , / / ,/ Z7_ 6 — / /./ F4^'(;,.,/c . i''PE.d/?y/ / :,' i.o rob• 2"p4 WA/ /A✓a/foggy. I 9 9 . 0 9 1 0 r.) ..-1 1 1 0 7 s.B.C. F. 1.13. t 5.0- GI 1-r WALL AVENUE TIES sEr 4 cHecKEDA0-2.7-'99 BY J. P. Si° _ _ _• w Z Lu SET LE-AD .TAo.< oN T.C.,C > SET co..rrR.•=>F CURB R G.TL4 RN. < CNTR. o F CURB RETU R1.4 . ...,)< i I - < . . _ I . t_. 3 1 s tyi / . le ct. TWENTY EIGHTH ST RE* ET '' --- Fcl. 1".I.P. "5.5.C ITY"TAG 0.2 FT. _,., . 0 DEEP PROM CITY 116.5 DATED . . _ . Ve. A '6' G--,z9, It-2- 76, .. __ ..... . . ..,.. I ' Fp. SCF‘E.W.ON Tc.,5.5F7W. FD. S CR EW_ON I.•C 14 5.FT, E.P.F T.K" •,- • , . OF_TkIEW_Ic-Y EDGE oF D/o/FER DFuvewAv E...i..y aDGE OF DM PER L ITYTiEs --1 . CiTYTt ES DATED I I-2.7176. .... TO 11-1 _ , DATED 11-2-'76.. _ I . . NOTES I °I° DENOTES TRANSITLINE 1-101-DS OVER -NE__ 015rANC.ES., .._ .. .... S.6...c, F.B.. DENOTES SAN 5ERNIARDINI0 Crry FIELD Bc:101c. ... .. ! - -"-- -,* ,..) • . ‘.. , . . ... .. . . ,. ., . . , - ', , • Page 2 of 2 ENGR-4.01 19.96) S. aC.F 3. I 50- 2.-r WALL A VENIU E Ties SET4cHecKen 0-_2:1- 1 ,---- --- - --. -- --.---- .,, ____ . , , - - . - --- - .-- _ . - - SET LEAD 4TACic or4T.C. €1 I_Li SET LEAD ..Tr;(I<or4T C.61 THE CNTR. OF CURB RE-MIRA. _ 1-kis chITR.oF. CURB ReTu RA. 1 . - 2 ; >1 ., .< / I . iz) ..,. (0,4 , TVVENTY N I NT H X1' .‘ u5TREET ' Fd. MAN NC:11—S FROM CITITIES _ _. DATED 11-2-'76.5E7 X-TIE MAILS. p n \ ° t■ , - --- - - . ji .....i 4 ---4- --. Fcl. Sc.REvst.ok.ITC.Ccwrit. _ . . < FcI, SCREW or4tC.0PcNTR. ... . , PER. , . 0 F.CURB RETURN CURB..RETURN PER ' - CITYTLEs DATED 11-2:------- . _ ,, C.11-YTtES DATED 11-4- 'co, _ .. ,. , — -- - ---------------, - -"- I• .0 — ---- ---- - - - . NI 0 Tb ES: I - -. _ ,.. ...____ ._ ., : • . ..., do Dirso-T-Es :TRAwsiTLINie. HOLDS _ ovER TIE DISTANCES:. S.B. PR' ,r_.-, 1( . a ..,. .. , .... .DEN 07E5 SAP__BEIzNARDIN0 C IrY FIELD Boo K . .... _ '.1, , - - - --i----i t t--- Page 2 of 2 FN(R.I III 10.04I SURVEY MONUMENT PRESERVATION GUIDELINES, CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside &San Bernardino County Surveyors Office) 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. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested (that) the search (sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument,then digging below the surface to uncover the monument within 2" of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(I)tem (2.), above. Prior to the start of any construction 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 be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to 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 13th day of August , 2008, between the City of San Bernardino(owner and hereinafter "CITY"), and Kalban, Inc. (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 ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS ( SS-B 2007/08 ) AND 28TH STREET & 29TH STREET FROM SIERRA WAY TO WALL STREET ( WILSON ELEMENTARY SCHOOL ) PROJECT NO. SR2SL-5033(043), EA#08-925014L AGENCY 08-SBD-O-SBD in strict conformity with Plans and Special Provisions No. 12295, and also in accordance with Standard Specifications for Public Works Construction, 2008 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. 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; also 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 and for all risks of every description connected with the work; also 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 this California State Department of Transportation (Caltrans) assisted contract. 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 ADA ACCESS RAMPS AND SIDEWALK AT VARIOUS LOCATIONS, PHASE VII — 2005/06 (SS-B) AND 28TH STREET& 29TH STREET,FROM SIERRA WAY TO WALL STREET (WILSON ELEMENTARY SCHOOL) PROJECT NO. SR2SL-5033(043), EA#08-925014L, AGENCY 08-SBD-O-SBD 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 presents have executed this contract in four (4) counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR CITY OF SAN BERNARDINO, Name of Firm: ,/� A 1• ///KALBAN, �;« BY: /(QL-(jj FRED WILSON, Ci nager / City of San Bernardino iron 'a e.jian ' TITLE: Pr-sident ATTEST: �j MAILING ADDRESS: . ' " ' . RACHEL G. CLARK City Clerk 9075 Glenoaks Blvd. Sun Valley, CA 91352 PHONE NO.:( 81$ 504-1065 APPROVED AS TO FORM: ATTEST: `t - • ES F. PENMAN, City Attorney 2fl4Lt-ty Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT •c•r�>.crcrc�,c^.a:r.�c,�re<:�t',<r.�`.�`.cr,�>�".cf,�`,c-r`�;r,�ecc,�rcrcr.�,c���='�..�,cc�,�%>.c��;�.�ccr.:"ac;rcr.��r State of California ss. County of Los Angeles On August 13, 2008 , before me, David E. Poole, Notary Public Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared Miron Kalebjian and Bonnie Lane Name(s)of Signer(s) ❑ personally known to me DAVID E roOIE X1 proved to me on the basis of satisfactory evidence Commission•tbLE to be the person(s) whose name(s) is/are subscribed '' Nokxy to the within instrument and acknowledged to me that cl•.14 La M .s.Calif* he/she/they executed the same in his/her/their M1►Comm.fq s'.on17.2O authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W/IT NESS my hand and offici seal. Place Notary Seal Above Signature of Notary 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: Contract Agreement - City of San Bernardino Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Miron Kalebjian Signer's Name: Bonnie Lane ❑ Individual ❑ Individual MI Corporate Officer—Title(s): President I11 Corporate Officer—Title(s): Secretary ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Attorney in Fact OF SIGNER ❑ Attorne in Fact OF SIGNER Top of thumb here y Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator LI Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: Kalban, Inc. Kalban, Inc. - /1(..7— , t..'r" S. vim. � � ©2004 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-800-876-6827 TflF 611ARANITE CCU tt'AN OF The Guarantee Company of North America USA NORTH 'C 1000 Town Center, Suite 1800, Southfield, MI 48075 PERFORMANCE BOND \%., } Premium is for Contract Term and is subject Executed in Four Counterparts to adjustment based on Final Contract Price Premium: $ 2,061.00 Bond No: 12054562 KNOW ALL MEN BY THESE PRESENTS, That we, Kalban, Inc. As Principal, and The Guarantee Company of North America USA, a Michigan Corporation, as Surety, are held and firmly bound unto City of San Bernardino As Obligee, in the SUM of Two Hundred Ninety Four Thousand Three Hundred Fifty Nine and no/100 ($ 294,359.00 ) Dollars for which sum, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. WHEREAS, on the day of , , the Principal entered into a contract with the Obligee for Construction of ADA Access Ramps and Sidewalk at Various Locations(SS-B 2007/08) and 28th Street&29th Street from Sierra Way to Wall Street(Wilson Elementary School) Project No. SR2SL-5033(043), EA#08-925014L Agency 08-SBD-O-SBD Which contract is by reference made a part hereof and is hereafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the Principal shall faithfully perform said Contract in accordance with the plans, specifications and terms thereof, then this obligation shall be void; otherwise, it shall remain in full force and effect. Sealed with our Seals and Dated this 12th day of Aug it , 2008 . Kalban, I / By: geeeliti r i L The Guar;ntee Company of No America U- By: „Iiillealio-A- Will': P, Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Los Angeles On August 13, 2008 before me, David E. Poole, Notary Public Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared Miron Kalebj ian Name(s)of Signer(s) ❑ personally known to me r'-'ml—d""'Ihndlih-gih-dllh-ab-ah"Im,,,t. DAVID E. POOLE proved to me on the basis of satisfactory evidence Commiaslo tb39236 to be the person(s) whose name(s) is/are subscribed ` Notary Public-California to the within instrument and acknowledged to me that r• � 1' la Angeles_ county he/she/they executed the same in his/her/their My Comm.SplissJan 17,201 authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESgSmy hand and •. ..al seal. Place Notary Seal Above `♦ �'"'_'..�-• �..,� ignature of Notary 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: Contract Bonds – City of San Bernardino Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Miron Kalebj ian Signer's Name: ❑ Individual ❑ Individual 1(1 Corporate Officer—Title(s): President ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT El Attorne in Fact OF SIGNER Li Attorney Attorne in Fact OF SIGNER y ac Top of thumb here Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: Kalban, Inc. ©2004 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �aS dj•�,c� ^Yss �ia'� �a�� o �^^ _,. •N, -: .. Y State of California County of Orange On 08/12/08 before me, R. Haas-Bates, Notary Public Date Here Insert Name and Title of the Officer personally appeared William Syrkin Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that he/shekhey executed the same in his/hor/thoir authorized capacity(ies), and that by his/1464414e4 signature( 4 on the instrument the person(e , or the entity upon behalf of which the persons}acted, executed the instrument- �" FN.. HAAS-FATES COMM. 1796169 NOTARY rU Ic - orLroRy„ I certify under PENALTY OF PERJURY under the laws M.EXPI C O U M1'TY of the State of California that the foregoing paragraph is Ct)M�i.EXPIRES ,APRIL 22, 20'.2 true and correct. WITNESS my hand and official seal. Signature_ Place Notary Seal Above Signature bT'IQot ry 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: D Individual ❑ Individual Corporate Officer—Title(s): ❑Corporate Officer—Title(s): Partner—❑ Limited 0 General i Partner—O Limited a General RIGHTTHOMBPRtNT RIGHT THUMBPRINT OF SIGNER here in Fact OF SIGNER _?Attorney in Fact Top of thumb E here Top of thumb here � Trustee Trustee Guardian or Conservator L Guardian or Conservator Other: ❑Other: Signer Is Representing: Signer Is Representing: z:r�E-w'��c5`�=t;`�ca�c,^t.%�-�,k.^E}w`�%�fi�°£:`��c,'�=c: '�=c.r:.t�c:kK-k'�%Est=c,�=c.^Er;`�t�•c:c."�4,n-=0c%�Sc��.p�:cst-4^t=ci'�=£�,^`✓v`�C^�.`�4`�+`c=f�`��c:=�.�.ctc�C.F;•c 52007 National Notary Association•9350 De Soto Ave.P.O Box 2402•Chatsworth,CA 91313-2402 www.NationalNotaryorg Item#5907 Reorder.Call Toll-Free 1-800-876-6827 THE GUARANTEE COMPANY OF NORTH AMERICA USA • NORTH� aRicA r Southfield,Michigan 1):-; POWER OF ATTORNEY NO ALL BY THESE PRESENTS:That HE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint William Syrkin,Matthew C.Welty Millennium Corporate Solutions,Inc. of its true and lawful attomey(s)-in-fact to other writings obligatory in the cnature thereof,which rare or may be allowed,requir d or permittedlby law,statute,rule,undertakings, egulation,contract indemnity or otherwise. USA as fully and amply,to all intents inte tsnand purposes,these s if the presents, ame had albeen duly exec ted and acknowledged by ittssMregularly Oelected officers the upon THE GUARANTEE US fully principal office. The adopted by the Board of Directors of THE may COMPANY OFrNOR H pursuant MERICA USA at a meeting held on the 314 Section day of December,2003. P Y The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. the ttorney in-Fact obligations be modified or the unless prior writt oHighways personal notice only, tike of agreed uch intent has been given en to authority the Commissioner t- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 314 day of December 2003,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,contracts of indemnity and other writings obligatory in the nature thereof,and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 13th day den-EE EC et , of November,2007. �A THE GUARANTEE COMPANY OF NORTH AMERICA USA 0.P W �J /f P STATE OF MICHIGAN Stephen Dullard,Vice President Randall Musselman,Secretary County of Oakland On this 13th day of November,2007 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee a .=,,. Notary Public,State of Michigan Company of North America USA offices the day and year above written. �: x r> County of Oakland My Commission Expires February 27,2012 /_ y� a' --ra Acting in Oakland County LC,!' (.4-1 (�' j.,„• I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. IN WITIEJESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 12th day of August, 2008 ,.sNTEE CQ ::j / , Randall Musselman,Secretary "aR�AMEr`P Till( ARANUF COMM I OF iNORIR,AM RICA The Guarantee Company of North America USA 1000 Town Center, Suite 1800, Southfield, MI 48075 PAYMENT BOND Executed in Four Counterparts Premium included in Performance Bond BOND NO.: 12054562 KNOW ALL MEN BY THESE PRESENTS, That we, Kalban, Inc. As Principal, and The Guarantee Company of North America USA, a Michigan Corporation, as Surety, are held and firmly bound unto City of San Bernardino As Obligee, in the sum of Two Hundred Ninety Four Thousand Three Hundred Fifty Nine and no/100 ($ 294,359.00 ) Dollars for which sum, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, by these presents. WHEREAS, on the day of , the Principal entered into a contract with the Obligee for Construction of ADA Access Ramps and Sidewalk at Various Locations (SS-B 2007/08) and 28th Street&29th Street from Sierra Way to Wall Street (Wilson Elementary School) Project No. SR2SL-5033(043), EA#08-925014L Agency 08-SBD-O-SBD Which contract is by reference made a part hereof and is hereafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the Principal shall pay all lawful claims of sub-contractors, materialmen, or laborers for labor performed or materials furnished directly to the Principal, in the performance of said Contract, we agreeing that his bond shall be for the benefit of any sub- contractor, materialman, or laborer having a just claim, then this obligation shall be void; otherwise, it shall remain in full force and effect, subject, however, to the following condition: No suit or action shall be commenced hereunder by any claimant. a) After the expiration of one (1) year following the date on which Principal ceased work on said Contract it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. b) Other than in a state of court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the District in which the Project, or any part thereof, is situated, and not elsewhere. Sealed with our Seals and Dated this 12th day of August , 2008 Kalban, I Prins‘p• By: f The Gua antee Company of N. if America USA By: ► lia ttorney-In-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT r r.crc ,crcrc< .c<: c;t^ rce c� cr, , rcr ;cr; r.E� cr r.LC,,c: = _a State of California ss. County of Los Angeles On August 13, 2008 , before me, David E. Poole, Notary Public , Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared Miron Kalebj ian Name(s)of Signer(s) ❑ personally known to me ® proved to me on the basis of satisfactory evidence DAVID to be the person(s) whose name(s) is/are subscribed DAVID E. POOLE to the within instrument and acknowledged to me that Commission* 1639236 _ • „ ;:}� _ColiloKwo he/she/they executed the same in his/her/their' County authorized capacity(ies), and that by his/her/their My Corm.E>iw Jan 17.201 signature(s) on the instrument the person(s), or the - — — — — — '” entity upon behalf of which the person(s) acted, executed the instrument. TNESS Viand and o.l seal. Place Notary Seal Above Signature of Notary 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: Contract Bonds - City of San Bernardino Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Miron Kalebj ian Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): President ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited f i General RIGHT THUMBPRINT OF SIGNER OF SIGNER ❑ Attorney in Fact Top of thumb here ❑ Attorney in Fact Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: Kalban, Inc. ©2004 National Notary Association•9350 De Soto Ave.,PO.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT sa -w,aS,c�tr-s).?,•L.T?^..:fig,.-�>,.sa��a:.�s;�.? •, ,2 •�i,c.�a �aS,:�S•a<_,:5i.. State of California County of Orange 08/12/08 before me, R. Haas-Bates, Notary Public On Here Insert Name and Title of the Officer Date ersonall appeared William Syrkin p y pp Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person*) whose name* is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/146446+F' authorized capacityfies), and that by his/herttieir signature(s}on the instrument the person*}, or the entity upon behalf of HAAS-BATroS which the persons}acted, executed the instrument. � COMM. #1796169 } {t�uiaRV PUEUC �a�iFOa�;� I certify under PENALTY OF PERJURY under the laws i ORANGE COUNTY of the State of California that the foregoing paragraph is � �coM�.(.ExPikE �PPi��� °''�' true and correct. WITNESS my hand and official seal. Signature‘04^\)#lure otary Public Place Notary Seal Above OPTIONAL Though the and could below is not required by law, it may prove fraudulent removal and reattachment of this form tor relying document anotherdocument 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—[1 Limited _1 General ; Partner—❑ Limited 1-1 General RfGHTHUMBPRiNT RIGHT THUMBPRINT T NER • Attorney in Fact OF SIGNER -2 Attorney in Fact Top OF SIGNER G thumb here Top of thumb here L Trustee • Trustee • Guardian or Conservator Guardian or Conservator • Other: E Other: Signer Is Representing: Signer Is Representing: 'c^�t..... ��rv _u�sc���ac < vECcww^trc _-^�c^ ck^Fs ^cs �c�, <zcw^�c4 52007 National Notary Association•9350 De Soto Ave..P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotaryorg Item#5907 Reorder.Call Toll-Free 1-800-876-6827 ftV ANrfk THE GUARANTEE COMPANY OF NORTH AMERICA USA rlA Afv S Of Southfield,Michigan I P6IN.tMitA X5:1 POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint William Syrkin,Matthew C.Welty Millennium Corporate Solutions,Inc. its true and lawful attomey(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents,shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this and held of the 31y day of December sea 2003, facsimile wh cil the following to s resolution excerpt: of the Board of Directors of the Company adopted at a meeting RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification suc thereof authorizing ri and the execntioo and used have of the bond,d force undertaking,ing, as contracts of manually nt affixed. nd ther writings obligatory in the nature thereof,and IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 13th day 6J1-0"JTEEL, of November,2007. g THE GUARANTEE COMPANY OF NORTH AMERICA USA 0t STATE OF MICHIGAN Stephen Dullard,Vice President Randall Musselman,Secretary County of Oakland On this 13th day of November,2007 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland My Commission Expires February 27,2012 a, Acting in Oakland County 11 I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. IN WITItJESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 12th day of August, 2008 sNTEE c yr Randall Musselman,Secretary P Q)/aueRj6 _ NOW DEPARTMENT OF DEVELOPMENT SERVICES DIVISION OF PUBLIC WORKS DOCUMENT TRANSMITTAL SHEET TO : CITY CLERK'S OFFICE FROM: J. LESLIE CRAWFORD, Division of Public Works DATE : AUGUST 20, 2008 FILE NO.: 1.7202-07/08-1 SUBJECT: "ORIGINAL" EXHIBIT PROVISIONS NO. 12295CUMENT PLANS AND SPECIAL TITLE: CONSTRUCTION O ACCESS S RAMPS 007/08) AND SIDEWALK AT VAR 28TH STREET & 29TH STREET,ELEMENTARY�SCHOOL) WALL STREET (WILSON PROJECT NO. SR2SL-5033(043), EA#08-925014L RESOLUTION/ ORDINANCE TITLE: RESOLUTION NO. 2008- 313 ITEM NO. 14 MCC MEETING DATE: 08/04/08 RECEIVED BY: SUBMITTED TO CITY CT.FRK DATE ; l ICIU -.? � , uPC-/