The URL can be used to link to this page

Home My WebLink AboutCC-1033 - All Bids Rejected - 1996-08-19--PU4L-W&"_" Council/Agency Meeting Held: t/%i 1197 Deferred/Continued to: IYA'pproved ❑ Conditionally Approved ❑ Denied Goc. oS City Cle 's Signature Council Meeting Date: 11-17-97 Department ID Number: PW 97-089 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, Acting City Administrator�� PREPARED BY: M. JONES, II, Director of Public Works " SUBJECT: REJECT BIDS AND REQUEST PERMISSION TO RE- ADVERTISE SEWER RE- LAY PROJECT; CC-1033 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: On August 19, 1996, City Council authorized the "Call for Bids" for the Sewer Re -lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street; CC- 1033. On September 23, 1997, Staff received two bids and now request Council to reject the two bids received and then authorize staff to re -advertise. Funding Source: Engineers Estimate: $262,000 Funds are available in account number E-SL-PC-999-6-76-00. Recommended Action: Motion to 1. Reject the two bids submitted for the construction of the Sewer Re -lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street; CC- 1033, and direct the City Clerk to return all bid bonds; and 2. Authorize the Director of Public Works to re -advertise in spring 1998, for bids with a refined bid package for the construction of the project. Alternative Action(s): Award the bid as is to the lowest, qualified bidder and construct the project now. This could, however, result in higher construction cost or litigation over terms of the project specifications. E__ y ► _QUEST FOR COUNCIL AC1 MEETING DATE: 11-17-97 DEPARTMENT ID NUMBER: PW 97-089 Analysis: Two bids were received on September 23, 1997 and are listed below Bidding Contractor Bid Amount 1. The Allison Company $219,013.00 2. Parscheck Electric & Construction $233,850.89 The above noted bids submitted to construct the Sewer Re -lay Improvement Project are approximately 15% lower than the engineer's estimate. However, during post bid interviews, staff learned that there are potential discrepancies between the project specification and the soils report recommendations prepared by the City's geotechnical consultant. Staff believes that, during construction, the conflicts between the specification and the soils report would allow the contractor to initiate a change order that could amount to a substantial cost increase in his bid. In addition, due to the many delays in starting construction on a difficult project like this one, staff is now concerned about initiating the project at this time of year with the upcoming holidays and the threat of EL NINO. Lastly, staff had a concern why only 2 bids were received on the project when 26 firms picked up bid packages. In staffs discussion with various contractors, many indicated that they wanted to bid the project, but were currently too busy. Re -biding in spring may yield additional bids at a more favorable cost. Staff will make the necessary amendments to the bid document during the winter months and advertise for bid in early spring 1998. The project will then be constructed during the summer of 1998. Given all of the above concerns, staff is recommending that Council reject the two bids received and authorize staff to re -advertise the amended bid package. Staff will return to Council in late March or early April 1998, when the new bids have been received. Environmental Status: The project has been determined to be categorically exempt pursuant to Section 15301. Attachment(s): RCA Author: S. Krieger 0028366.01 -2- 10/23/97 8:12 AM ATTACHMENT 1 0019517.01 W OODSHOLE DR. BANNING ♦ - ♦ PORT CLYDE DER, ♦♦ MARBLEHEAD J ♦♦ L N . ♦♦ a z z ♦ Q Q � 3 . CASTINE ♦♦♦ �J ♦ DR. � ♦ 0 0 LOCATION MAP AVE, MELINA CR. ALLISON Gj� CR. EXISTING OCSD SEWER CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS PROPOSED SEWER TO BE RELAYED. A Im NO SCALE LOCMPRCA RCA IkOUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS ENGINEERING SUBJECT: REJECT BIDS AND REQUEST PERMISSION TO RE - ADVERTISE SEWER RE- LAY PROJECT; CC-1033 COUNCIL MEETING DATE: November 17, 1997 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attorney) Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff ( ) ( ) Assistant City Administrator (Initial) ( ) ( ) City Administrator (Initial) ( ) ( p1 ) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: KUA Author: S. Krieger 13 RECEivaj R E C rr- 114 E 0 C!Ty CLERF G.Jjy ^,L:,ikh CJY '1!- HUNTINGro,,4 -41 AF, KUNTItir'10 SEP 23 07 Pf 197 SEP 73 2 00 il j I C-lbe LS, P43 10 7, EZ "S .jjjVo,qj- iH,-U �, , N I A n li jol lAl" .4 � 32 03A133RI COPIES TO: TAMMY GENEIL SEWER RELAY IMPROVEMENT PROJECT LOCATION: TRACT 7703 CC-1033 September 23, 1997 2:00 PM Engineer's Estimate: $230,000 BID LIST 1. All American Asphalt $ 2. Atlas Underground $ 3. BnB Engineering, Inc. 4. Brongo Construction 5. Clarke Contracting Corp. $ 6. Colich and Sons $ 7. Grbavac Construction $ 8. Inland Concrete Enterprises, Inc. $ 9. John T. Malloy, Inc. $ 10. Majich Brothers, Inc. $ 11. Marconi Engineering, Inc. $ 12. Miramontes Construction Co., Inc. $ 13. Peter C. David Co., Inc. $ 14. R & L Sewers, Inc. $ 15. Savala Construction $ CC-1033 16. Soho Construction, Inc. $ 17. SRD Construction $ 18. Steve Bubalo Construction Co. $ 19. Steve Casada Construction Co. $ 20. The Allison Company $ 21. Valverde Construction, Inc. $ 22. Zaich Construction, Inc. $ Page two 12108 v5 08/19/96 - Council/Agency Agenda - Page 5 E. CONSENT CALENDAR All matters listed on the Consent Calendar are considered by the City Council/Redevelopment Agency to be routine and will be enacted by one motion in the form listed below. Recommended Action: Approve all items on the Consent Calendar by affirmative roll call vote. E-1. (City Council/Redevelopment Agency) Minutes - Approve and adopt minutes of the Council/Agency regular meeting of 5/6/96 as written and on file in the Office of the City Clerk. Prepared by the City Clerk's Office [Adopted 7-01 E-2. (City Council) Plans and Specifications - Advertisements For Bids - Sewer Re -Lay Improvement Project SE Of Banning Avenue/Brookhurst Street - CC-1033 (600.60) - Approve final plans and specifications, direct the City Clerk to advertise and solicit bids for the Sewer Re -Lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street, CC-1033 and approve the Sample Contract subject to award of contract to the lowest responsible bidder. Prepared by the Public Works Department [Approved 7-0] E-3. (City Council) Resolution Nos. 96-66 And 96-67 - Storm Drain And Roadwa Easement Vacation - E/S Huntington Village Lane - N/S Center Drive - W/S Beach Boulevard - Rental Properties (800.50) - "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUNTINGTON BEACH ORDERING THE SUMMARY VACATION OF A STORM DRAIN EASEMENT LOCATED ON THE EAST SIDE OF HUNTINGTON VILLAGE LANE NORTH OF CENTER DRIVE." (Removal of easements requested by Bentall Properties, Incorporated). Prepared by the Public Works Department [Adopted 7-01 E-4. (City Council) Resolution No. 96-76 - Adopting 1996-97 Tax Rate (340.90) "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUNTINGTON BEACH FIXING THE FISCAL YEAR 1996/97 TAX RATE." ($.04930 per $100 assessed valuation). Prepared by the Public Works Department [Adopted 7-01 E-5. (City Council) Notice of Completion - Rubv's Restaurant At End Of Pier - Varkel Construction, Inc. - CC-918 (600.80) - Accept the new construction of Ruby's Restaurant at the end of the Huntington Beach Pier at a final cost of $1,308,207 and authorize the City Clerk to file a Notice of Completion with the County Recorder's Office. Prepared by the Public Works Department [Approved 7-0] E-6. (City Council) Contract - Old Vehicle Scrapping - Professional Services - Contract - Eco-Scrap, Inc. - To Comply With Rule 2202 (600.10) - Approve and authorize execution by the Mayor and City Clerk of a Professional Services Contract between the city and Eco-Scrap, Incorporated for Old Vehicle Scrapping and appropriate $46,725 from the Unappropriated Air Quality Fund (5) CITY OF HUNTINGTON BEACH I- `�^o�— D Pw MEETING DATE: August 19, 1996 DEPARTMENT ID NUMBER: PW 96-048 Council/Agency Meeting Held: S 119) 96 Deferred/Continued to: ' l�A proved ❑ Conditionally Approved ❑ Denied -o L144City Clerk's Signature Council Meeting Date: August 19, 1996 Department ID Number: PW 96-048 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: MICHAEL T. UBERUAGA, City Administra r;,; � PREPARED BY: LES M. JONES II, Director of Public Works /&.:e CIIQ Icny. CG\A=D DG_I AV DDn I=P-r- r(`_IMa V V LdY V V 1. V V O t V 1♦ I V- V/-\ I I I w v V v I, v v- 1 vvv Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: Approval of final plans and specifications, and the authorization to advertise, are requested for a Sewer Re -lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street; CC- 1033. Fundina Source: Engineers Estimate: $262,000 including contingencies. Funds are available in the unreserved, undesignated Sewer Fund, account number G-SL-3-01-01. Recommended Action: 1. Approve final plans and specifications and direct the City Clerk to advertise and solicit bids for the Sewer Re -lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street; CC- 1033. And, 2. Approve the attached sample contract subject to award of contract to the lowest �es�s a bidder. E-a 0020409.01 -2- 08/07/96 4:19 PM RtQUEST FOR COUNCIL ACTION MEETING DATE: August 19, 1996 DEPARTMENT ID NUMBER: PW 96-048 Alternative Action(s): Deny approval of the Sewer Re -lay Improvement Project for the neighborhood southeast of Banning Avenue and Bushard Street and direct staff to look at alternative designs to reduce maintenance and odor problems. Analysis: The existing sewer system that services the neighborhood southeast of Banning Avenue and Bushard Street, has had a continuing problem of generating gases. This gas inundates the surrounding neighborhood and causes excessive odor complaints and maintenance problems to the City's Sewer Maintenance Division. The City's Engineering staff has investigated the problem and found that the cause of the gas generation, is that the existing sewer in Banning Avenue has reverse slope (runs uphill) which causes sewage to collect and stagnate in manholes. In April 1995, staff was pursuing construction of a sewer lift station to correct the problem. While the contractor was ordering components for the proposed new sewer lift station, staff was able to obtain approval from the County Sanitation District for a new connection to the county trunk sewer. This would allow staff to re -lay the sewer serving the northerly half of the tract, thus avoiding the need for a costly lift station. Staff has now completed the plans and specifications to re -lay the sewer system and requests permission to advertise for bids. Environmental Status: The project is determined to be categorically exempt pursuant to Section 15301. Attachment(s): List attachment(s) below. No. Description Sample Construction Contract 2. Location Map LMJ:SEK 0020409.01 -3- 08/07/96 4:19 PM Sample CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SEWER RELAY IMPROVEMENT PROJECT THIS AGREEMENT, made and entered into this day of , 1996, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY", and a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as sewer relay improvement project in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK: ACCEPTANCE OF RISK CONTRACTOR shall furnish, at its own expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or SAMPLE 3Wpcdoc8h"ff 8/5= discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY under them for the compensation set forth in the accepted bid proposal. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 2. ACCEPTANCE OF CONDITIONS OF WORK: PLANS AND SPECIFICATIONS. CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as hereinafter defined), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; 2 SAMPLE 3/k/pcd=W*eWW/8&% D. The 1995 edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA 90034, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal (attached hereto as Exhibit "A"); F. The particular plans, specifications, special provisions and addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy between any plans, specifications, special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), without whose decision said discrepancy shall not be adjusted by CONTRACTOR, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of said bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Dollars ($ ), as set forth in the Contract Documents, to be paid as provided in this Agreement. 3 SAMPLE 3Adpcd0C&4 wed8/5W 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after notice to proceed is issued and shall diligently prosecute PROJECT to completion within () consecutive calendar days from the day the "Notice to Proceed" is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may require in writing. Under no 4 SAMPLE 3/k/p0dW.9/86WW /5M condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. When directed to change the work, CONTRACTOR shall submit immediately to the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS CONTRACTOR shall, prior to entering upon the performance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of the work; one in the amount of one hundred percent of the contract price to warrant such performance for a period of one (1) year after CITY's acceptance 5 SAMPLE 3lWpod0WS9WW1a&N thereof; and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. 9. WARRANTIES The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not and employee of CITY. CONTRACTOR shall secure at its expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Dollars ($ ) per day for each and every working day's delay in completing the work 6 SAMPLE 3lWp0dWW /a&W in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays or subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless the DPW shall grant a further period of time prior to the date of final settlement of the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of the DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for materials required by this Agreement to be furnished to CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in nowise caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days the CONTRACTOR has thus 7 SAMPLE 3WPCdWWSeW1a&W been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of material by CITY or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the Agreement modified in writing accordingly; (2) Time Extension: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in 8 SAMPLE 3WpodoeWSMW/8&W construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this section. The DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. 14. PROGRESS PAYMENTS Each month the DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (%100) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, if unencumbered, or any part thereof unencumbered, shall be made thirty-five 9 SAMPLE (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated int. certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for either labor or material, except certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Notices to Withhold which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 10 SAMPLE WpodoWsewer/8 SW 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims, judgments, costs and demands, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, including those arising from the passive concurrent negligence of CITY, but save and except those which arise out of the active concurrent negligence, sole negligence, or the sole willful misconduct of CITY. CONTRACTOR will conduct all defense at its sole cost and expense. CITY shall be reimbursed by CONTRACTOR for all costs or attorney fees incurred by CITY in enforcing this obligation. 19. WORKERS COMPENSATION INSURANCE Pursuant to Califomia Labor Code section 1861, CONTRACTOR acknowledges awareness of section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall maintain workers compensation insurance in an amount of not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each employee, Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit. CONTRACTOR shall require all subcontractors to provide such workers compensation insurance for all of the subcontractors' employees. CONTRACTOR shall 11 SAMPLE 3/Wpcd=Wsewed8&W furnish to CITY a certificate of waiver of subrogation under the terms of the workers compensation insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers compensation insurance and CONSULTANTs covenant to indemnify CITY, CONSULTANT shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. Said policy shall indemnify CONSULTANT, its officers, agents and employees, while acting within the scope of their duties, against any and all claims of arising out of or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of $1,000,000 per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than $1,000,000. Said policy shall name CITY, its officers, and employees as Additional Insureds, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONSULTANTs insurance shall be primary. Under no circumstances shall said abovementioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 12 SAMPLE K1. -7�rcTti 21. CERTIFICATES OF INSURANCE: ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; said certificates shall: 1. provide the name and policy number of each carrier and policy; 2. shall state that the policy is currently in force; 3. shall promise to provide that such policies will not be canceled or modified without thirty (30) days prior written notice of CITY; and 4. shall state as follows: "The above detailed coverage Is not subject to any deductible or self -insured retention, or any other form of similar type limitation. " CONSULTANT shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification of CITY by CONSULTANT under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all said policies of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONSULTANT's insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 13 SAMPLE 3WPCdocW$Mw/8 5W 22. DEFAULT AND TERMINATION If CONTRACTOR fails or refused to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged a bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the contract documents, CITY may give notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 24. NON -ASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 25. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have 14 SAMPLE 3Wpcdoc9/wwed8/5/W any financial interest in this Agreement in violation of Califomia Govemment Code sections 1090 et seq. 26. STOP NOTICES: RECOVERY OF ADMINISTRATIVE COSTS CITY shalt be entitled to reasonable administrative costs and attorney fees, costs and necessary disbursements arising out of the processing of Stop tvotices, Notices to Withhold, or any similar legal document. Said obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice tiled in excess of two, regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 27. NOTICES. All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an authorized representative of the party to whom delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. 28. CAPTIONS Captions of the section of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction or meaning of the provisions of this Agreement. 29. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of U.S.C. Section 1324a regarding employment verification. 15 SAMPLE 3Wpcdocsts W/&5M 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 31. ATTORNEY'S FEES In the event suit is brought by either party to enforce the terms and provisions of this agreement or to secure the performance hereof, each party shall bear its own attorney's fees. REST OF PAGE NOT USED 16 SAMPLE K�I --- - f77-',iL:=�' 32. ENTIRETY The foregoing, and Exhibit "A": attached hereto, set forth the entire Agreement between the parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR: By: print name ITS: (drde one) Chairman/President/Vice President AND By: print name ITS: (drecle one) Secretary/Chief Financial Officer/Asst Secretary - Treasurer REVIEWED AND APPROVED: City Administrator CITY OF HUNTINGTON BEACH, A municipal corporation of the State of California Mayor ATTEST: City Clerk APPROVED AS TO FORM: g4 City Attorney f INITIATED AND APPROVED: Director of Public Works 17 SAMPLE 'SW pcdocs/sewer/SON SAMPLE CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SEWER RELAY IMPROVEMENT PROJECT TABLE OF CONTENTS Paae No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMENTS 9 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 10 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS COMPENSATION INSURANCE 11 20. INSURANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT & TERMINATION 13 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON -ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES 14 27. NOTICES 14 28. CAPTIONS 14 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 15 31. ENTIRETY 16 SAMPLE WOODSHOLE DR. BANNING ♦ - ♦ PORT CLYDE DER. ♦♦♦ MARBLEHEAD J ♦♦ LN. ♦ ry z ♦ ♦♦ yo �� 0 ♦♦♦ z ♦ . 0 Gam' � 3 LOCATION MAP AVE, MELINA CR 71 ALLISON Gj� CR. EXISTING OCSD SEWER CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS PROPOSED SEWER TO BE RELAYED. NO SCALE LOCMPRCA �� 6 � �� _ �<� �� i� �I . }� 1` Ji 1� -,!� `� `v i; ;:. 4 f �r cr�,x `;� ?� i _rt � •t � L•,) ��i � � 3 C ' i.' ,ll . a p. THE AWSON COMPANY 25060 HANCOCK AVENUE, SUITE 103-197 MURRIETA, CALIFORNIA 92562 (909) 698-8816 FAX (909) 698-1387 TO: "SEALED BID" for R RELAY IMPROVEMENT PROJECT;CC-10 ry -in.-the - ---- - - CITY OF HUNTINGTON BEACH - DO NOT rr OPEN WITH REGULAR MAIL „r P c .. 0 a a 1' 3 a f e i ,4 F k , I have received Bid Bonds for The Allison Company - Indemnity Company of California, and Patcheck Electric & Construction - Washington International Insurance Company. Re: CC-1033 - Sewer Re -Lay Project Action Agenda of August 19, 1996 and November 17, 1997 attached. I will release these bid bonds. Date By: BOND NO. KNOW ALL MEN BY THESE PRESENTS, That we, THE ALLISON COMPANY, a sole proprietor as Principal, and INDEMNITY COMPANY OF CALIFORNIA a corporation authorized to transact a general surety business in the State of CALIFORNIA bound unto CITY OF HUNTINGTON BEACH in the full and just sum of TEN PERCENT OF BID - Dollars, ($ 10% OF BID-- as Surety, are held and firmly (hereinafter called the Obligee) ) for the payment whereof in lawful money of the United States, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said PRINCIPAL has submitted the accompanying bid for SEWER RELAY IMPROVEMENT PROJECT CASH CONTRACT NO. 1033 (BID DATE: 9/23/97) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, or in the event of the failure of the Principal to enter such Contract, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and Sealed this 19TH day of SEPTEMBER 1997 THE ALLISON COMPANY a sole proprietor INDEMNITY COMPANY OF CALIFORNIA 4" Surety By: Principal CHRISTINE A. PATERSON, Attorney -in -Fact ID 114 (Bid Bond) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of SAN D I EGO On SEPTEMBER 19, 1997 before me, LET I C I A SAN MARTIN, NOTARY PUBLIC. DATE NAME. TRLE OF OFFICER - EG-'JANE DOE. NOTARY PUSUC' No. 5907 personally appeared CHR I ST I NE A. PATERSON NAMES) OF SIGNERS) Z personally known to me --OR I --I ^'eyed to Fne n the basis of sati aetorr evidence to be the person() whose name(X) isM6 subscribed to the within instrument and ac- knowledged to me that I%/she/M* executed the same in XWher/t K authorized capacity"x), and that by x/her/*Wt LETICIA SAN MARTIN signature(g) on the instrument the person(g), �' -� • COMM. #1120518 or the entity upon behalf of which the NSAN D16GOCOUNTYIA o person(v) acted, executed the instrument. My Commission Expires -� DECEMBER 22, 2000 . WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TmE(s) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ® ATTORNEY -IN -FACT ❑ TRUS I (S) ❑ GUARDIAWCONSERVATOR ❑ OTHER. SIGNER IS REPRESENTING: NAME OF PERSONS) OR EN1T YQES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave- P.O. Box 7184 • Canoga Park, CA 91309-7184 • POWER OF ATTORNEY OF • INDt,ANITY COMPANY OF CALIFORNIA • AND DEVELOPERS INSURANCE COMPANY No 0 0 7 6 5 5 P.O. BOX 19725, IRVINE, CA 92623 • (714) 263-3300 :v NOTICE:_ 1. All power and authority herein granted shall in any event terminate on the 31 st day of March, 1999. 2. This Power of Attorney is void if altered or if any portion is erased. s ! --- 3. This Power of Attorney is void unless the seal is readable, the text is In brown ink, the signatures are in blue Ink and this notice is in blue ink. 4. This Power of Attorney should not be returned to the Attomey(s)-In-Fact, but should remain a permanent part of the obligee's records. u. KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severally, but not jointly, hereby make, constitute and appoint '"JEROLD D. HALL, BART STEWART, CHRISTINE A. PATERSON, SANDRA J. LITTLE, JOINTLY OR SEVERALLY' the true and lawful Attomey(s)-In-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts of suretyship In an amount not exceeding Three Million Five Hundred Thousand Dollars ($3,500,000) in any single undertaking; giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation; and all of the acts of said Attomey(s)-In-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24, 1986: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporations be, and that each of them hereby is, authorized to execute Powers of :.'Atlorney,'qualifying the attomey(s) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary a`any'Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; `RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking t'orconbact of suretyship to which it is attached. =' IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by their respective 1 Presidents and attested by their respective Secretaries this 3rd day of February,1997. ="INDEMNITY COMPANY OF CALIFORNIA DEVELOPERS INSURANCE COMPANY s1:77 B Q. — BY. Dant •. Vincenti, Jr. Dan F. Vincenti, Jr. —_-- `' ident oMPANYd� resident QS\NSURgNc z ; OCT. 6, ATTEST MAR. 27 0 y � 197 IF �r By — Walter Crow Walter Crowell ..' i Secretary Secretary STATE OF CALFORNIA ) ) SS. COUNTY OF ORANGE ) On February 3, 1997, before me, Shade L Bell, personally appeared Dante F. Vincenti, Jr and Waiter Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they exequted the same in histher/their authorized eapacity(iss), 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. WITNESS my hand and official seal. e SHWIE L. BELL Signature 419 NOTARY PIJR.If• �1 i FOR ORANDECOUNTY (iljf CWft E* DK 12, 2= CERTIFICATE The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA. and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby certify that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this 19T%ay of SEPTEMBER199 7 INDEMNITY COMPANY OF CALIFORNIA GOWpp myao �r o9 By • 2:: OCT. s c + L.C. Fiebiger y 1967 �j Senior Vice President DEVELOPERS INSURANCE COMPANY Qy\NSURggc BY • O MAR.27 L.C. Fiebiger 1979 0 Senior Vice President mo FF tr * irLQ+7 omi r7roT BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That We, PATSCHECK ELECTRIC & CONSTRUCTION (hereinafter called the Principal), as Principal, and WASHINGTON INTERNATIONAL INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of Arizona, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of CALIFORNIA as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH (hereinafter called the Obligee) in the just and full sum of TEN PERCENT OF THE AMOUNT OF THE ACCOMPANYING BID --------- Dollars ($ 10% OF BID--- ) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs and each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit the Obligee a bid or proposal for the "SEWER RELAY IMPROVEMENT, #1033" in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefore. NOW, THEREFORE, If the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void; otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 19TH day of SEPTEMBER .1997 PATSCHECK ELECTRIC & CONSTR NSURANCE COMPANY Attorney —in —Fact STATE OF COUNTY OF CALIFORNIA ORANGE On SEPTEMBER 19, 1997 before me, SS. M. TREDINNICK, NOTARY PUBLIC PERSONALLY APPEARED NXCHAEL A. QUIGLEY personally known to me (or proved to me on the basis of satisfactory evidence) o be the person(s) whose name(s) is/are subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in his/ her/their 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. WTTNESS my hand and official seal. Signature OPTIONAL M, TREDINNICK CO1NM. #1033088 IC NARY PMC - CALIFORNIA g ORANGE COUNTY .o Ib COMM Egfts MIL 28. Inn This area far Official Notarial Seal Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) TM E(s) ❑ LIMITED ❑ GENERAL ATTORNEY -IN -FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 1 -Ml R"'. 6/94 ALL-PURPOSE ACKNOWLEDGEMENT • ' , WASHINGTON WTERNATIONAL INSURANCE _,OMPANY POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the laws of the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint JAMES BALDASSARE, JR., JENNIFER JOHNSTON AND MICHEEL A. QUIGLEY EACH /N THEIR SEPARATE CAPACITY its true and lawful attorneys) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, 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, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duty executed and acknowledged by its President and its principal office. This Power of Attorney shall be limited in amount to $3,500,000.00 for any single obligation. This Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, July 3, 1980 and October 21, 1986 which read, in part, as follows: The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attorneys -in -Fact, and authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized to certify copies of any power-of-attomey issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any time, any such Attorney -in -Fact or Special Attorney4n-Fact and revoke the authority given him. 2. The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney. certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and binding upon the Company. IN TESTIMONY WHEREOF, th, AftV R UA9, International Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its authorized offi`cZe�L kVc��$tli'�ay'fv,une, 1997. W N INT C : Ste1 a erson, Vice -Pre STATE OF ILLINOIS) , •---•' _ �;.4 ^ -- ``��.�`� COUNTY OF COOK) ��";P� 'iiui On this 5th day of June, 1997, before me came the individual who executed the sworn, said that he is the therein described and authorized officer of the Wai instrument is the Corporate Seal of said Company, IN TESTIMONY WHEREOF, 1 have hereu CERTIFICATE STATE OF ILLINOIS) COUNTY OF COOK) "OFFICIAL SEAL" MICHELLE HOWERT (votary Public, State of ilii My Commiss;on Expires 091 and affixed my INSURANCE COMPANY tj instrument, to me personally known, and, being by me duly International Insurance Company; that the seal affixed to said Expires September 7, 1999 day and year first above written. I, the undersigned. Vice -President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article III, Section 5 of the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed in the County of Cook Dated the 19TH day of SEPTEMBER .19 97 JarfIR k Carpenter ice -President P"46-: 4 1?1 x,, a u 4, It 1q%q. F4.0 8'/,.0%7 NOTICE INVITING SEALED BIDS for CC-1033 Notice is hereby given that sealed bids will be received by the City of Huntington Beach at the office of the City Clerk at City Hall, 2000 Main Street, Huntington Beach, CA 92648, until the hour of 2:00 PM on September 23, 1997, at which time bids will be opened publicly and read aloud in the Council Chambers for the Sewer Relay Improvement Project in the City of Huntington Beach. A set of plans, specifications, and contract documents may be obtained starting August 21, 1997 at City Hall, Department of Public Works upon receipt of a non-refundable fee of $30.00, sales tax included, if picked up or $35.00 if mailed. Each bid shall be made on the Proposal Form provided in the contract documents, and shall be accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount of the bid , made payable to the City of Huntington Beach. The Contractor shall, in the performance of the work and improvements, conform to the Labor Code of the State of California and other Laws of the State of California applicable thereto, with the exception only of such variations that may be required under the special statutes pursuant to which proceedings hereunder are taken and which have not been superseded by the provisions of the Labor Code. Preference to labor shall be given only in the manner provided by law. No bid shall be considered unless it is made on a form furnished by the City of Huntington Beach, Department of Public Works, and is made in accordance with the provisions of the proposal requirements. Each bidder must be licensed and also prequalified as required by law. The City Council of the City of Huntington Beach reserves the right to reject any or all bids. By order of the City Council of the City of Huntington Beach, California the 19th of August, 1996. Connie Brockway City Clerk of the City of Huntington Beach 2000 Main Street. (714) 536-5431 0027191.01 PROOF OF PUBLICATION STATE OF CALIFORNIA) ) SS. County of Orange ) I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the HUNTINGTON BEACH INDEPENDENT, a newspaper of general circulation, printed and published' in the City of Huntington Beach, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published in the Huntington Beach and Fountain Valley- issues of said newspaper to wit the issue(s), of: August 21, 1997 August 28, 1997 September 4, 1997 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on September 4, 199 7 at Costa Mesa, California. -Signature PUBLIC NOTICE NOTICE IMTI140 SEALED BIDS for CC•103s Notice Is hereby given that sealed bids will be rs- celved on by the City of Hun. �ofn�ch at the office the Cit1l Clerk at City Hall, 200 Main Street, Huntington Beach, CA 92648, until the hour of 2:00 PM on September 23, 1997, at which time bids will be opened pub- licly and read aloud In the Council Chambers for the Sewer Relay Improve. !ment Project In the City of Huntington Beach. A set of plans, spee ica- tions, and contract docu- ments may be obtained starting August 21, 1997 at City Hall, De. partment of Public Works upon receipt of a non- refundable fee of $30.00, sales tax In- cluded, if picked up or $35.00 B mailed. Each bid shall be made on the Proposal Form pro. vided In the contract docu. merits, and shall be ac- companied by a certified or cashler's check or a bid bond for not less than 10% of the amount of the bid, made payable to the City of Huntington Beach. The Contractor shall, In the per- formance of the work and improvements. conform to e Labor Code of the Ate of California and her Laws of the State of alifornla applicable ereto, with the exception ily of such variations that ay be required under the tecial statutes pursuant to hich proceedings hereun- x are taken and which ive not been superseded f the provisions of the tbor Code. Preference to bor shall be given only In e manner provided by No bid shall be consld- ed unless it Is made on a rm furnished by the City Huntington Beach, De- utment of.Pubiic Works, id is made In accordance th the provisions of the oposal requirements. Each bidder must be 11- msed and also prequall- rd as required by law. The City Council of the ty of Huntington Beach serves the right to reject iy or all bids. By order of the City )until of the City of Hun- igton Beach, California e 19th of August, 1996. Connie Brockway j City Clerk of the City of Huntington Beach 2000 Main Street (714)536.5431 Published Huntington )ach-Fountain Valley In- rpendent August 21, 28, iptember 4, 1997. 083-173 e, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK CITY CLERK LETTER OF TRANSMITTAL REGARDING ITEM APPROVED BY THE CITY COUNCIL/REDEVELOPMENT AGENCY APPROVED ITEM DATE: TO: _ry 1�e&,5ure,te 3 ATTENTION: Name DEPARTMENT: Street �! REGARDING: C--�—� b 5`S City, State, Zip See Attached Action Agenda Item �� Date of Approval IJ -7 /13 -7 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Item For Your Records. &"—� Connie Brockway City Clerk Attachments: Action Agenda Page ✓ Agreement Bonds Insurance RCA LZ Deed Other Remarks: ci?U/V4�5 CC: Name Department RCA Agreement Insurance Other Name Name Department RCA Agreement Insurance Other Department RCA Agreement Insurance Other Risk Management Department Insurance Copy G: Follo%cu p/agrmts/transltr (Telephone: 714-536-5227 ) CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BZACH 2000 MAIN STREET HUNTINGTON BEACH, CALIFORNIA 92648 (714) 536-5431 RTn,q MTV - Tuesday, March 24,1998 2:00 p.m., 2ND FLOOR City Clerk's Office LES M. JONES II, DIRECTOR DEPARTMENT OF PUBLIC WORKS 25740v2 Ver. 1.13 CITY OF HUNTINGTON BEACH PLANS SPECIFICATIONS AND CONTRACT DOCUMENTS for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE Q?O ESSto4, CASH CONTRACT No. 1033 wF�z�y� Prepared By: Steve Krieger 2 w m Under the Supervision of: No. C047961 m 6�, civic N 9TF 0C P'\_* X � / a --42 id A Webb R.C.E. No. C047961 Date Approved by: f E. EICy O� No.20921 —+ Exp.9-30-01 Robert E. Eichblatt, City Engineer, R.C.E. No. 2092.1 Date M NOTE: If there are any questions relative to this project, please call Steve Krieger at: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS 2000 MAIN STREET HUNTINGTON BEACH, CALIFORNIA 92648 (714) 536-5431 TABLE OF CONTENTS SECTION A NOTICE INVITING SEALED BIDS..................................................................................... A-1 SECTION B INSTRUCTIONSTO BIDDERS.............................................................................................B-1 1. Proposal Forms............................................................................................................B-1 2. Proposal Guarantee.......................................................................................................B-1 3. Proposal Signature.......................................................................................................B-1 4. Delivery of Proposal....................................................................................................B-2 5. Return of Proposal Guarantee......................................................................................B-2 6. Taxes............................................................................................................................B-2 7. Disqualification of Bidders..........................................................................................B-2 8. Contractor's License Requirement...............................................................................B-2 9. References....................................................................................................................B-2 10. Listing of Subcontractors...........................................................................................B-3 11. Discrepancies and Misunderstandings.......................................................................B-3 12. Equivalent Materials..................................................................................................B-3 13. Legal Responsibilities................................................................................................B-3 14. Award of Contract......................................................................................................B-3 15. Material Guaranty......................................................................................................B-4 16. Execution of Contract................................................................................................B-4 17.. Submission of Bonds and Insurance..........................................................................B-4 18. Addenda.....................................................................................................................B-4 19. Bid Protest..................................................................................................................B-4 20. Questions to the Engineer..........................................................................................B-5 21. Geotechnical Report .................................................................................................B-5 ff SECTION C PROPOSAL.............................................................................................................................C-1,2 ProjectBid Schedule........................................................................................... C-1 s - C-2s Listof Subcontractors......................................................................................................C-3 NoncollusionAffidavit....................................................................................................C-4 UtilityAgreement............................................................................................................C-5 Disqualification Questionnaire........................................................................................C-6 Compensation Insurance Certification.............................................................................C-7 Underground Service Alert - ID Number........................................................................C-8 Bidder's Information...................................................................................................C-9,10 SECTION D SAMPLECONTRACT............................................................................................................ D-1 SECTION E SPECIAL PROVISIONS......................................................................................E-1 PART 1 GENERAL PROVISIONS SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS........................................E-1 1-2 DEFINITIONS 1-3 ABBREVIATIONS SECTION 2 - SCOPE AND CONTROL OF WORK.........................................E-2 2-1 AWARD AND EXECUTION OF CONTRACT 2-4 CONTRACT BONDS 2-5 PLANS AND SPECIFICATIONS 2-9 SURVEYING 2-10 AUTHORITY OF BOARD AND INSPECTION SECTION 4 - CONTROL OF MATERIALS .....................................................E-4 4-1 MATERIALS AND WORKMANSHIP iv SECTION5 - UTILITIES................................................................................... E-5 5-1 LOCATION 5-4 RELOCATION 5-5 DELAYS SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK......................................E-7 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-7 TIME OF COMPLETION 6-9 LIQUIDATED DAMAGES SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR ........................E-8 b 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES 7-2 LABOR 7-3 LIABILITY INSURANCE 7-5 PERMITS 7-8 PROJECT SITE MAINTENANCE 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY SECTION 8 - FACILITIES FOR AGENCY PERSONNEL ............................E-12 8-1 GENERAL SECTION 9 - MEASUREMENT AND PAYMENT..:.....................................E-12 9-3 PAYMENT PART 2 CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS.............................................................E-14 200-2 UNTREATED BASE MATERIALS SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS ......................................................E-14 201-1 PORTLAND CEMENT CONCRETE SECTION 203 - BITUMINOUS MATERIALS ...............................................E-15 203-BITUMINOUS MATERIALS v PART 3 CONSTRUCTION METHODS SECTION 300 - EARTHWORK.......................................................................E-16 300-1 CLEARING AND GRUBBING 300-2 UNCLASSIFIED EXCAVATION SECTION 302 - ROADWAY SURFACING ....................................................E-17 302-5 ASPHALT CONCRETE PAVEMENT SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION.............E-20 303-5 CONCRETE CURBS, WALKS GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAY SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION...............E-21 306-1 OPEN TRENCH OPERATIONS 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES 306-6 REMODELING EXISTING SEWER FACILITIES SECTION 310 - PAINTING.............................................................................E-24 310-5 PAINTING VARIOUS SURFACES APPENDIXES APPENDIX A CONSTRUCTION TRAFFIC CONTROL PLAN PREPARATION GUIDELINES AND MAINTENANCE WORK TRAFFIC CONTROL MANUALS APPENDIX B CONTRACTORS BUSINESS LICENSE APPLICATION APPENDIX C STANDARD PLAN INDEX APPENDIX D COUNTY SANITATION DISTRICT PERMIT vi SECTION A NOTICE INVITING SEALED BIDS for the SEWER RELAY IMPROVEMENT PROJECT CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 p.m. on Tuesday, March 24, 1998. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $30.00 nonrefundable fee if picked up, or payment of a $35.00 nonrefundable fee if mailed. The Agency has had a Geotechnical Report (dated 11-28-95) prepared for this project. Bidders may review the report at the front counter of Public Works Engineering, First Floor, City Hall. The report is for reference only and is not a part of the contract documents. It is the Bidder responsibility to review, interpret and draw conclusions (in particular the soil type and presence of ground water) necessary for the project. No appointment is necessary, it is available upon request. The report will not be reproduced, in whole or part, for the Bidder. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on A-1 the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 1lth day of November 1997. Attest: Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH A-2 SECTION B INSTRUCTIONS TO BIDDERS 1. Proposal Forms Bids shall be submitted in writing on the Proposal forms provided by the AGENCY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will reject any proposal not meeting these requirements. The bid shall be filed with the City Clerk, Second Floor City Hall, 2000 Main Street, Huntington Beach, California, which shall be endorsed with the Project Title and Cash Contract Number as it appears on the Notice Inviting Sealed Bids. The sealed envelopes will be publicly opened and read at the time and place stated in the Notice Inviting Bids. Bidders or their authorized agents are invited to be present at the opening. Unauthorized conditions, limitations, or provisions attached to a proposal will render it informal and may cause its rejection. The complete proposal forms 'shall be without interlineations, alterations or erasures. Alternative proposals will not be considered unless requested. No oral, telegraphic, or telephonic proposals or modifications will be considered: The proposal may be withdrawn upon request by the bidder without prejudice to himself prior to, but not after the time fixed for opening of bids, provided that the request is in writing, that it has been executed by the bidder or his duly authorized representative, and that it is filed with the AGENCY. 2. Proposal Guarantee Proposals must be accompanied by a proposal guarantee consisting of a certified or cashier's check or bid bond payable to the AGENCY in the amount not less than 10% of the total amount named in the proposal. Any proposal not accompanied by such a guarantee will not be considered. Said check or bond shall be made payable to the AGENCY, and shall be given as a guarantee that the bidder, if awarded the Work, will enter into a contract within 10 working days after the award and will furnish the necessary bonds as hereinafter provided. In the case of refusal or failure to enter into said contract, the check or bond, as the case may be, shall be forfeited to the AGENCY. 3. Proposal Signature If the proposal is made by an individual, it shall be signed and his full name with his address shall be given; if it is made by a firm, it shall be signed with the copartnership name by a member of the firm who shall sign his own name and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers attested by the corporate seal, and the names and titles of all officers of the corporation shall be given. B-1 4. Delivery Of Proposal Proposals shall be enclosed in a sealed envelope plainly marked on the outside: "SEALED BID" for SEWER RELAY IMPROVEMENT PROJECT; CC-1033 in the CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY's designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Late proposals will not be considered. 5. Return Of Proposal Guarantees The proposal guarantees of the second and third lowest bidders will be held until the awarded bidder has properly executed all contract documents. Within 10 working days after the award of contract, the remaining proposal guarantees accompanying all other proposals will become null and void and returned to the unsuccessful bidders. 6. Taxes No mention shall be made in the proposal of Sales Tax, Use Tax or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. 7. Disqualification Of Bidders In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals 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 proposal as a prime contractor. 8. Contractor's License Requirement This project requires the Contractor to possess a valid State of California contractor's license of the proper classification in accordance with the provisions of Public Contract Code Section 10164. 9. References All reference information called for in the bid proposal must be submitted with the bid proposal. B-2 10. Listing Of Subcontractors Bidders shall list in the bid proposal the name and place of business of each subcontractor who will perform work or labor or render services for the Contractor in an amount in excess of one- half of one percent of the Contractor's total bid. 11. Discrepancies And Misunderstandings Bidders must satisfy themselves by personal examination of the work site, plans, specifications and other contract documents, and by any other means as they may believe necessary,. as to the actual physical conditions, requirements and difficulties under which the Work must be performed. No bidder shall at any time after submission of a proposal 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. Should a bidder find any errors, omissions, or discrepancies in the plans, specifications, and other contract documents or should he be in doubt as to their meaning, he shall notify the AGENCY. Should it be found necessary, a written addendum will be sent to all bidders. Any addenda issued during the bidding period shall form a part of the contract an shall be included with the proposal. 12. Equivalent Materials Requests for the use of equivalents to those specified, must be submitted to the AGENCY 10 working days prior to the need of such materials. Within that time, the AGENCY will issue a written response indicating approval or disapproval of such request. It is the sole responsibility of the successful bidder to prove to the AGENCY that such a material is truly an equivalent. 13. Legal Responsibilities All proposals must be submitted, filed, made and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications and other contract documents, and to full compliance therewith. Additionally, any bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the labor code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California. 14. Award Of Contract The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. The AGENCY reserves the right to reject any or all proposals, to waive any irregularity, and to take the bids under advisement for a maximum period of 60 days. In no event will an award be made until all necessary investigations are made to the responsibility and qualifications of the bidder to whom the award is contemplated. B-3 15. Material Guarantee The successful bidder may be required to furnish a written guarantee covering certain items of work for varying periods of time from the date of acceptance of the work by the AGENCY. The work to be guaranteed, the form, and the time limit of the guarantee will be specified in the special provisions. Said guarantee shall be signed and delivered to the AGENCY before acceptance of the contract by the AGENCY. Upon completion of the contract, the amounts of the two contract bonds required in Section 2-4, "CONTRACT BONDS," of the Standard Specifications for Public Works Construction, may be reduced to conform to the total amount of the contract bid prices for the items of work to guaranteed, and this amount shall continue in full force and effect for the duration of the guarantee period. However, the Labor and Material Bond can not be reduced until the expiration of 35 days after the date of recordation of the Notice of Completion. 16. Execution Of Contract The successful bidder shall execute a written contract with the AGENCY on the form of agreement provided, and shall secure all insurance and bonds required by the Specifications within 10 working days from the date of the award. Failure to enter into a contract shall be just cause for the annulment of the award and the forfeiture of the proposal guarantee. If the successful bidder fails to execute the contract, the AGENCY may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder fails to execute the contract, the AGENCY may award the contract to the third lowest bidder. On the failure of such second or third lowest responsible bidder to execute the contract, such bidder's guarantees shall be likewise forfeited to the AGENCY. The work may then be re -advertised. 17. Submission Of Bonds And Insurance The successful bidder will be required to furnish the necessary bonds and insurance to the AGENCY within. 10 working days from the award of contract. Prior to the issuance of the Notice to Proceed, the AGENCY must be furnished with a Policy Endorsement, from the successful bidder's insurance company, naming the AGENCY as an additional insured. 18. Addenda The effect of all addenda to the contract documents shall be considered in the bid package and said addenda shall be made part of the contract documents and shall be returned with the bid package. Failure to submit any such addenda with the bid package may render the bid irregular and shall result in its rejection by the AGENCY. 19. Bid Protest To be considered timely, a bid protest must be filed within the following time limits: (a) Protests based upon alleged defects or improprieties in the bid documents shall be filed prior to the date of bid opening. B-4 (b) All other protests must be filed within five calendar days after the protester knew or should have known the basis of the protest, but no later than five calendar days after the date of when the Bids were due to the AGENCY. 20. Questions to the Engineer Questions regarding the bid documents (i.e. plans, specifications, contract documents, bid forms, etc.) will be received by the Engineer up to five working days prior to the bid opening as specified in SECTION A. Questions asked of the Engineer after this time will not be addressed. 21. Geotechnical Report The Agency has had a Geotechnical Report (dated 11-28-95) prepared for this project. Bidders may review the report at the front counter of Public Works Engineering, First Floor, City Hall. The report is for reference only and is not a part of the contract documents. It is the Bidder responsibility to review, interpret and draw conclusions (in particular the soil type and presence of ground water) necessary for the project. No appointment is necessary, it is available upon request. The report will not be reproduced, in whole or part, for the Bidder. B-5 SECTION C PROPOSAL for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 30 working days including pipe delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, geotechnical report, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY -of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids C-1 and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: 11 Addenda No. Date Received I Bidder's Signature 11 C-2 PROJECT BID SCHEDULE Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 1 1511 lin ft Const. 8" PVC SDR-35 sewer & appurtenances per Sht. 6 of 6. @ Dollars $ $ Cents Per lin ft 2 153 lin ft Const. 8" VCP sewer & appurtenances per Sht. 6 of 6. @ Dollars $ $ Cents Per lin ft 3 850 lin ft Connect ex. sew. lateral to new main per APWA stds. 222 & 223 @ Dollars $ $ Cents Per lin ft 4 1 each Const. manhole over OCSD 54" sewer per Sht. 5 of 6. @ Dollars $ $ Cents Per each 5 1100 lin ft Abandon ex. sewer & appurtenances in place per plan & specs. @ Dollars $ $ Cents Per lin ft 6 34 each Abandon ex. laterals & appurtenances in place per plan & specs. @ Dollars $ $ Cents Per each 7 3 each Abandon ex. manhole in place per plan & specs. @ Dollars $ $ Cents Per each 8 650 sq ft Remove & replace PCC cross gutter. @ Dollars $ $ Cents Per sq ft 9 1300 lin ft Remove interfering ex. 8" sewer. @ Dollars $ $ Cents Per lin ft 10 1 lump sum Bracing of excavation per specs. @ Dollars $ $ Cents Per lump sum C-1 s PROJECT BID SCHEDULE Item No. Estimated I Quantity Item with unit price written in words I Unit Price Extended Amount 11 1 lump sum Mobilization & demobilization of equipment & materials. @ Dollars $ $ Cents Per lump sum 12 1 lump sum Control of traffic per specs. & Traffic Engineer Requirements. @ Dollars $ $ Cents Per lump sum 13 6 each Remodel ex. manhole including Sancon & core drilling per plan. @ Dollars $ $ Cents Per each 14 4 each Const. sewer manhole per sht. 6 of 6. @ Dollars $ $ Cents Per each 15 1 each Remove ex. manhole & appurtenances. @ Dollars $ $ Cents Per each 16 1 lump sum Bracing of ex. utilities during construction. @ Dollars $ $ Cents Per lump sum 17 1 lump sum Preparation of traffic control plans by a Traffic Engineer. @ Dollars $ $ Cents Per lump sum 18 @ Dollars $ $ Cents Per 19 @ Dollars $ $ Cents Per Total Amount Bid in Figures: $ Total Amount Bid in Words: C-2s LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number By submission of this proposal, the Bidder certifies: 1. That the Contractor is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on the 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, or 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 data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Signature of Bidder Address of Bidder Subscribed and sworn to before me this day of , 199 NOTARY PUBLIC C-4 NOTARY SEAL UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the b operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall' -be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure 'compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: Contractor Title C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ❑ No If the ahswer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. Date: I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor UZZ Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. b• Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address City, c ) Telephone Number State Contractor's License No. and Class Original Date Issued Expiration Date The work site was inspected by State Zip of our office on , 199. The following are persons, firms, and corporations having a principal interest in this proposal: C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this _ day of , 199_ . NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. 2. a Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Date Completed Date Completed C-10 SECTION D SAMPLE CONTRACT D-1 Sample CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SEWER RELAY IMPROVEMENT PROJECT THIS AGREEMENT, made and entered into this day of 199 : 'j, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY", and b a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as sewer relay improvement project in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK: ACCEPTANCE OF RISK CONTRACTOR shall furnish, at its own expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description connection with the work, includina, but not limited to, all expenses incurred by or in consequence of the suspension or 1 SAMPLE aWpcdocs/seweda&x . .�.��•� _'.�G4�-�' ___-___.eurnrY.tVJL:.�...}Y �►br�"r .]SYist,_ ��.�-_�___.. -_. _-- discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY under them for the compensation set forth in the accepted bid proposal. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 2. ACCEPTANCE OF CONDITIONS OF WORK, PLANS AND SPECIFICATIONS. CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as hereinafter defined), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; 2 SAMPLE Wpc kxc sewerrMW D. The 19'94 edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA 90034, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal (attached hereto as Exhibit "A'); F. The particular plans, specifications, special provisions and addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy between any plans, specifications, special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CI TY (hereinafter referred to as "DPW'), without whose decision said discrepancy shall not be adjusted by CONTRACTOR, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing hereirt shall be considered as an acceptance of the terms of said bid or proposal which is in conflict herewith. 3. COMPENSATION Cl T Y agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed _ Dollars (S ), as set forth in the Contract Documents, to be paid as provided in this Agreement SAMPLE 3wpcdocsjsewu /a/s/96 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after notice to proceed is issued and shall diligently prosecute PROJECT to completion within () consecutive working days from the day the "Notice to Proceed" is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the b performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may require in writing. Under no 4 SAMPLE WpodocslsewuAV5/96 condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. When directed to change the work, CONTRACTOR shall submit immediately to the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted chanoe order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS CONTRACTOR shall, prior to entering upon the performance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of the work; one in the amount of one hundred percent of the contract price to warrant such performance for a period of one (1) year after CITY's acceptance SAMPLE 3Npcdocslsewer/at5/96 thereof; and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. 9. WARRANTIES The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the b defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and expense. '10. INDEPENDENT CONTRACTOR It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not and employee of CITY. CONTRACTOR shall secure at its expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Dollars (S ) per day for each and every working day's delay in completing the work 6 SAMPLE Wpcdocs/sewerrM/96 in excess of the number of working . days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays or subcontractors due -to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless the DPW shall grant a further period of time prior to the date of final settlement of the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of the DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for materials required by this Agreement to be fumished to CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in nowise caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days the CONTRACTOR has thus 7 SAMPLE 3Wpcdocs/se%v1&5/96 been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of material by CITY or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the Agreement modified in writing accordingly; (2) Time Extension: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in 8 SAMPLE construction of the PROJECT, in accordance with the plans and specifications. Upon . completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this section. The DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an b equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. 14. PROGRESS PAYMENTS Each month the DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (%100) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, if unencumbered, or any part thereof unencumbered, shall be made thirty-five 9 SAMPLE wpcdocslse erMS'96 (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated int certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. j. 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, Cl T Y shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for either labor or material, except certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Notices to Withhold which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement 10 SAMPLE SWpcdocs/sewwMV96 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims, judgments, costs and demands, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, including those arising from the passive concurrent negligence of CITY, but save and except those which arise out of the active concurrent negligence, sole negligence, or the sole willful misconduct of CITY. CONTRACTOR will conduct all defense at its sole cost and expense. CITY shall be reimbursed by CONTRACTOR for all costs or attorney fees incurred by CITY in enforcing this obligation. 19. WORKERS COMPENSATION INSURANCE Pursuant to Califomia Labor Code section 1861, CONTRACTOR acknowledges awareness of section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work. hereunder. CONTRACTOR shall maintain workers compensation insurance in an amount of not less than One Hundred Thousand Dollars (S100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, eacfr employee, Two Hundred Fifty Thousand Dollars (S260,000) bodily injury by disease, policy limit. CONTRACTOR shall require all subcontractors to provide such workers compensation insurance for all of the subcontractors' employees. CONTRACTOR shall 11 SAMPLE 3Wpcdocsr rB5W furnish to CITY a certificate of waiver of subrogation under the terms of the workers compensation insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers compensation insurance and CONSULTANT's covenant to indemnify CITY, CONSULTANT shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. Said policy shall indemnify CONSULTANT, its officers, agents and employees, while acting within the scope of their duties, against any and all claims of arising out of or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of $1,000,000 per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than $1,000,000. Said policy shall name CIiY, its officers, and employees as Additional Insureds, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONSULTANTS insurance shall be primary. Under no circumstances shall said abovementioned insurance contain a self -insured retention, or a."deductible" or any other similar form of limitation on the required coverage. 12 SAMPLE wpaiocslsew taFd% 21. CERTIFICATES OF INSURANCE: ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; said certificates shall: 1. provide the name and policy number of each carrier and policy; 2. shall state that the policy is currently in force; 3. shall promise to provide that such policies will not be canceled or modified b without thirty (301 days prior written notice of CITY; and 4. shall state as follows: "The above detailed coverage is not subject to any deductible or self -insured retention, or any other form of similar type limitation. " CONSULTANT shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification of CITY by CONSULTANT under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all said policies of. insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONSULTANT's insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 13 SAMPLE 31Wpodoesisewerl&SW 22. DEFAULT AND TERMINATION If CONTRACTOR fails or refused to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged a bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the contract documents, CITY may give notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any'other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CI TY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. 23. DISPOSITION OF PLANS. ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 24. NON -ASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 25. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have 14 SAMPLE 1WpcdocslsewerMV96 any financial interest in this Agreement in violation of California Govemment Code sections 1090 et seq. 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to reasonable administrative costs and attorney fees, costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee Of One Hundred Dollars (S100) for every Stop Notice filed in excess of two, regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 27. NOTICES All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an authorized representative of the party to whom delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. 28. CAPTIONS Captions of the section of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction or meaning of the provisions of this Agreement. 29. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of U.S.C. Section 1324a regarding employment verification. 15 SAMPLE Wpcdocslsewer/8/5,9 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. b 31. ATTORNEY'S FEES In the event suit is brought by either party to enforce the terms and provisions of this agreement or to secure the performance hereof, each party shall bear its own attorney's fees. REST OF PAGE NOT USED 16 SAMPLE 3WpcdocsJsewer 32. ENTIRETY The foregoing, and Exhibit "A": attached hereto, set forth the entire Agreement between the parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR: b By: CITY OF HUNTINGTON BEACH, A municipal corporation of the State of California print name ITS: (circle one) Chairman/President/Vice President Mayor AND AT T EST: By: print name ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary - Treasurer REVIEWED AND APPROVED: City Administrator City Clerk APPROVED AS TO FORM: City Attorney %/.f`Q1 k'6' lb INITIATED AND APPROVED: Director of Public Works 17 SAMPLE Wpcdocslsew rMV96 SAMPLE CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SEWER RELAY IMPROVEMENT PROJECT TABLE OF CONTENTS Paoe No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2- 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMEf4TS 9 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 10 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS COMPENSATION INSURANCE 11 20. INSt-tRANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT & TERMINATION 13 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON -ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES 14 27. NOTICES 14 28. CAPTIONS 14 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 15 31. ENTIRETY 16 SAMPLE Wpodocstsewerfal5/96 SECTION E SPECIAL PROVISIONS All the Work to be done under this contract shall be in accordance with these Special Provisions and the "GREENBOOK" Standard Specifications for Public Works Construction, 1994 edition, including the 1996 supplement, 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 Associated General Contractors of California. Copies of the Standard Specifications are available from the publisher: BNi Building News b 3055 Overland Avenue Los Angeles, California 90034 (213) 202-7775 The Standard Specifications set forth above, referred hereinafter as Standard Specifications, will control the general provisions, construction materials, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents. The section numbers of these Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, or specifying options, are called out. PART 1 GENERAL PROVISIONS SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS [Add or redefine the following:]. AGENCY - The City of Huntington Beach. Board - The City Council of the City of Huntington Beach. Caltrans - The State of California Department of Transportation. County - The County of Orange. Engineer - The City Engineer of the City of Huntington Beach or his authorized representative. E-1 1-3 ABBREVIATIONS 1-3.2 Common Usage [Redefine the following:]. POC.............. Point of connection SECTION 2 SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT [Replace with the following:]. Within 10 working days after the date the AGENCY's award of contract, the Contractor shall execute and return all contract documents required by the AGENCY. The AGENCY reserves the right to terminate the award if the above requirement is not met. Such termination will result in the forfeiture of the Proposal Guarantee. The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so. 2-4 CONTRACT BONDS [Add the following:]. The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until 35 days after the date of recordation of the Notice of Completion. In conformance with the State of California Government Code, Chapter 13, Section 4590, the Contractor may substitute securities for any monies withheld by the City to endurance under the contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the AGENCY, or with a state or federally chartered bank as the escrow agent, who shall pay such monies to the Contractor upon notification by AGENCY of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the AGENCY. E-2 2-5 PLANS AND SPECIFICATIONS 2-5.1 General [Add the following:]. Only written authorization from the AGENCY shall be binding over any deviation or change in the Plans and Specifications. Please refer to SECTION 3 - CHANGES IN WORK for further explanation. The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all Work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. Reference in the Special Provisions to "State Standard Specifications" shall mean the Standard Specifications, latest edition, of the State of California, Department of Transportation. Copies of these specifications may be obtained from: State of California - Department of General Services Publications Distribution Unit P.O. Box 1015 North Highlands, California 95660 Reference in the Special Provisions to Standard Plans shall mean the Standard Plans of the City of Huntington Beach, and where applicable, the following: Standard Plans for Public Works Construction, published by the American Public Works Association, latest edition. Standard Plans, published by the Orange County Environmental Management Agency. Standard Plans, published by the State Department of Transportation, latest edition. 2-9 SURVEYING 2-9.1 Permanent Survey Markers [Add the following:]. When the Contract does not include a pay item for monument adjusting as specified, and unless otherwise provided in the Specifications, full compensation for monument replacement and/ or adjusting to finished grade shall be included in the price bid for other items of work and no additional compensation will be allowed therefor. 2-10 AUTHORITY OF BOARD AND INSPECTION [Add the following]. The Contractor or its subcontractors shall give at least 24 hours advance notice when they will start or resume the work. E-3 The above notice is to be given during working hours, exclusive of Saturday, Sunday or AGENCY holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor elects to work under this contract more than 8 hrs./day or more than 40 hrs./week, Saturday, Sunday, or AGENCY holidays, he shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees which will be charged at the following rates: 4 hrs. or less/day - $225.00 4 hrs. to 8 hrs./day - $450.00 When Special Inspection is required, the Contractor shall notify the AGENCY and pay inspection fees 24 hours in advance. If the Contractor is directed by the AGENCY to work under this contract more than 8 hrs./day or more than 40 hrs./week, the Special Inspection fee requirements will be waived. SECTION 4 CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General [Add the following:]. The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire Work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this one year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the Work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. Security of this guarantee shall be in the form of a Maintenance Bond furnished to the AGENCY by the Contractor. There shall be specific wording in the Maintenance Bond, that includes the guarantee or warranty of the labor and materials for a one year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be for 100 percent of the total amount earned to date as indicated on the final progress payment. The AGENCY reserves the right to withhold the retention until the Maintenance Bond has been accepted by the AGENCY. The Contractor shall make all repairs, replacements, and restorations covered by the Maintenance Bond within 10 working days after the date of the Engineer's written notice. Failure to comply with such notice, will cause the AGENCY to file claim against the bond. E-4 Excepted from the Maintenance Bond will be defects caused by acts of God, acts of the AGENCY, acts of vandals, or by acts of others outside or beyond the control of the Contractor. 4-1.4 Test of Materials [Replace the third sentence of the first paragraph with the following:]. Unless otherwise provided, all testing shall be performed under the direction of the Engineer and the AGENCY will bear the cost of initial testing of material and workmanship which are required by the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. 4-1.6 Trade Names or Equals [Replace the last two sentences of the first paragraph with the following:]. Approval of equipment and materials offered as equivalents to those specified must be obtained as set forth in the Instructions to Bidders. SECTION 5 UTILITIES 5-1 LOCATION [Replace the first sentence of the last paragraph with the following:]. The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor's responsibility alone to determine the location of underground utilities or substructures of every nature and to protect them from damage. The Contractor shall pothole all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by the Work. The Contractor shall prepare a plan showing the method of supporting and protecting exposed water mains during construction of the new sewer main. The Contractor shall submit the plan to the AGENCY for approval or correction at least 10 working days before approved plans will be required for commencing the work. Payment for all potholes and protecting existing water mains shall be considered to be included in the contract lump sum bid price, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. E-5 5-4 RELOCATION [Replace the second sentence of the last paragraph with the following:]. When not otherwise required by the plans and specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections, as necessary, between the meter and property line, or between the meter and limits of construction. The Contractor shall reconstruct sewer laterals within the right-of-way limits as requited per these plans and specifications. The Contractor shall use either a Calder 4 inch coupling for joining clay to clay or an Indiana seal (model # IO2-44) for joining clay to plastic. Payment for reconstructing sewer laterals shall be considered to be included in the contract unit price per lineal foot of connection existing sewer lateral to new main, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required under connecting sewer laterals in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. [Add the following paragraph:]. The Contractor shall reconstruct any water lateral service that interferes with the permanent location of the new sewer. Temporary service shall be provided to the affected residents until such reconstruction can be accomplished. Reconstructing services shall be governed by the AGENCY's Water Division Standards where applicable. When an AGENCY water facility is to be shut down, the affected residents shall be notified by the Contractor at least forty-eight (48) hours in advance of the shut down. The Contractor shall proceed with the water facilities work in an expedient manner until they are in service. If water service to the residents is disrupted for more than 4 hours, the Contractor shall provide temporary water service to the residents. Cost for reconstruction and temporary services shall be considered to be included in the price bid for other items of work and no other compensation will be allowed therefor. 5-5 DELAYS [Add the following paragraph:]. All notification to utility companies insofar as the relocation or removal of a utility shall be made by the Engineer based on Contractor's request as submitted to the Engineer at least 48 hours in advance of the needed work. Any costs for delay of the Contractor of utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the Contractor's request being untimely in any respect excepting thereof any delay cost incurred as a result of the utility company not responding at their agreed time. E-6 SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK [Replace the first sentence of the first paragraph with the following:]. The Contractor's proposed construction schedule shall be submitted to the Engineer within 10 working days after the date of the AGENCY's execution of the Contract Agreement. The 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. Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures. The Contractor shall submit progress reports to the Engineer by the tenth day 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. [Add the following:]. The Contractor shall commence with the work per the project plans and specification at the POC and proceed up stream. 6-7 TIME OF COMPLETION 6-7.1 General [Add the following:]. The time within which the Work must be completed by the Contractor is fixed at 30 working days, including pipe delivery, starting from and after the date in the Notice to Proceed with the Work, exclusive of maintenance periods. 6-7.2 Working Day [Add the following:]. The Contractor's activities shall be confined to the hours between 7:00 A.M. to 4:00 P.M., Monday through Friday, excluding holidays. 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. 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 service fees will be deducted from any amounts due the Contractor. E-7 6-9 LIQUIDATED DAMAGES [Amend the liquidated damage amount to read:]. $500.00 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES [Add the following:]. A noise level limit of 95 dbl. at a distance of 50' shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. 7-2 LABOR 7-2.2 Laws [Add the following:]. The Contractor, and all subcontractors, suppliers and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. 7-3 LIABLIITY INSURANCE [Add the following:]. The insurance company issuing the Certificates of Insurance is required to be duly licensed to transact business in the State of California. 7-5 PERMITS [Delete Subsection in total and substitute with the following:]. Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with State Business and Professions Code. The Contractor, at no additional cost to the AGENCY, shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity. E-S 7-8 PROJECT SITE MAINTENANCE 7-8.1 Cleanup and Dust Control [The second paragraph is amended to read:]. Unless directed otherwise by the Engineer, the Contractor shall furnish and operate a self -loading motor sweeper with spray nozzles at least once each working day to keep paved areas acceptably clean wherever construction, including restoration, is incomplete. 7-8.5 Temporary Light, Power, and Water [Add the following paragraph:]. Construction water meters are required on all projects within the AGENCY. The AGENCY's Water Division will furnish and set the meter with eddy valve. The deposit for the meter is $725.00. The service charge to set the meter and for each time the meter is moved to a new location is $25.00. Payment must be in cash, cashier's check or money order. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS [Delete the second paragraph and substitute with the following:]. The Contractor shall relocate, repair, replace or reestablish all existing improvements within the project limits which are not designated for removal (e.g., curbs, gutters, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, and structures.) which are damaged or removed as a result of its operations. Where existing water services or main or their appurtenances are damaged per the Contractor's operation they shall be considered as existing improvements and the Contractor shall repair such improvements to the satisfaction of the AGENCY's Water Division inspector. All work shall be governed by the AGENCY's water standards. Where existing traffic striping, pavement markings and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements. Relocations, repairs, replacements or reestablishments shall be equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. [Delete the last paragraph and substitute the following:]. All cost to the Contractor for protecting, removing, restoring, repairing, replacing, or reestablishing existing improvements shall be included in the bid in other items of work unless otherwise specified. The Contractor shall distribute a written "Notice of Proposed Sewer Work" to each individual dwelling unit two working days prior to being affected by the work. The Contractor shall submit the Notice to the AGENCY for approval at least five working days prior to distribution. E-9 Payment for the notice shall be considered to be included in the price bid for other items of work and no other compensation will be allowed therefor. Any deviation from this notification procedure must be approve by the Engineer. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access [Add the following:]. All traffic control shall be in accordance with the latest edition of the following documentation: Caltrans - Manual of Traffic Control Devices for Construction and Maintenance Work Zones, Traffic Manual, Sign Specifications, Standard Plans, Standard Specifications and the AGENCY's Maintenance Work Traffic Control Manual. The Contractor shall provide, to the Engineer, a telephone number at which the Contractor's representatives can be reached, at any hour, should an emergency occur requiring replacement or relocation of the required traffic control devices. Prior to the start of construction, the Contractor shall inform the AGENCY's Police and Fire departments of the project location, approximate starting date, completion date, and the name and telephone number of contractor representatives who may be contacted at any hour in the event of an emergency. POLICE DEPARTMENT: Watch Commander @ (714) 960-8809 FIRE DEPARTMENT: Battalion Chief/Development @ (714) 536-5411 Information signs shall be required on all arterial streets one week prior to beginning of roadway construction projects. The Contractor shall adhere to applicable sections of California Administrative Code, Title 8, concerning electrical and construction safety standards and practices. Contractor shall require that an approved safety vest be worn by all personnel who are working at this project site. Any worker without a vest may be ordered off the job by the Inspector until such apparel is acquired. Questions as to approved vests shall be directed to the Engineer. Prior to the beginning of work, the Contractor shall execute the approved staged construction traffic control plan prepared per current AGENCY guidelines to safely prosecute the construction work involved with a minimum of inconvenience to . the motoring public. Any relocation of travel lanes longer than three calendar days shall be delineated by removing the existing striping and legends by wet sandblasting and placing new striping and legends as required. Upon completion of the work and the restoration of the road surface to its final condition, the Contractor shall remove temporary striping by wet sandblasting. E-10 If the traffic cones or portable delineators are damaged, displaced or are not in an upright position, for any reason, the contractor shall immediately replace or restore to their original location, in an upright position, the cones or portable delineators. The Contractor shall provide and maintain all signs, barricades, flashers, delineators and other necessary facilities for the protection of the motoring public within the limits of the construction area. He shall also post proper signs to notify the public regarding detours and conditions of the roadway, all in accordance with the provisions of the Vehicle Code, the current State of California Department of Transportation "Manual of Traffic Controls for Construction and Maintenance Work Zones", and the State of California Department of Transportation Standard Plans and the current City of Huntington Beach Maintenance Work Traffic Control Manual. The Contractor shall furnish such flagmen and equipment as are necessary to give adequate warning to traffic or to the public of any dangerous conditions in accordance with the current Department of Transportation "Instructions to Flagmen". h All existing traffic signs and street signs shall be maintained in visible locations during construction. * Signs designated for removal shall be salvaged and delivered to the AGENCY Yard or disposed of as directed by the AGENCY. Warning Signs Adequate warning signs for motorists shall be placed and maintained throughout all applicable phases of the work including speed limit reduction, loose gravel, fresh oil, and open trench. Signs shall be 36" X 36" in size; shall be on site ready for placement prior to start of the applicable phase of work and shall be placed in advance on all streets approaching the work zone. 7-10.3 Street Closures, Detours, Barricades [Add the following:]. Street closures will not be allowed except as specifically permitted by the Engineer. Construction Traffic Control Plans shall be prepared in accordance with the AGENCY's latest Traffic Control Plan Preparation Guidelines and shall be reviewed and approved by the Engineer. The Contractor shall submit the plans to the Engineer for approval or correction at least 10 working days before approved plans will be required for commencing the work. Approval of the plans by the Engineer shall not relieve the Contractor from the responsibility for errors or omissions in the plans or from deviations from the Contract Documents. The Contractor shall be responsible for the correctness of the plans and for the results obtained by the use of such plans. Full compensation for Construction Traffic Control Plans shall be paid for on a lump sum bid price and no additional compensation will be allowed therefor. E-11 7-10.5 Protection of the Public [Delete Subsection in total and substitute with the following:]. It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation, the Engineer may provide suitable protection to said interests by causing such work to be clone and material to be furnished as may be necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety. SECTION 8 FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL [Add the following:]. No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor, at any time during the operation of the Work. SECTION 9 MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General [Delete the last paragraph and substitute with the following:]. At the expiration of 35 days from the filing and recording of the Notice of Completion of the Work, the amount deducted from the final estimate and retained by the AGENCY will be paid to E-12 the Contractor except such amounts as required to be withheld by properly executed and filed to stop payment, or as may be authorized by the contract. 9-3.2 Partial & Final Payment [Amend the first sentence of the first paragraph to read:]. The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor may request, in writing, that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the AGENCY's payment procedure. Each month, the Contractor shall meet with the Engineer, a minimum of three working days prior to the submittal of the progress payment to the AGENCY, to finalize and receive approval regarding the measurement of the Work performed through the closure date and the estimated value of the progress payment based on the contract Unit Prices or as provided for in Section 9-2. Any progress payment submitted without such approval will be considered incomplete and returned to the Contractor and no payment shall be considered until such approval is obtained. [Add the following to the end of the section:]. Payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of specifications and plans indicating the as -built conditions. At the request and expense of the Contractor, who shall retain beneficial ownership and receive interest, if any thereon, the AGENCY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by the AGENCY. E-13 PART 2 CONSTRUCTION MATERIALS SECTION 200 ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General [Add the Following:]. Untreated base to be used for the base course under asphalt concrete pavement shall be crushed miscellaneous base. b Payment for Untreated Base shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required under untreated base in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. SECTION 201 CONCRETE, MORTAR AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.2 Materials. 201-1.2.4 Admixtures [Delete Subsection in total and replace with the following:]. Admixtures will not be permitted. 201-1.2.5 Fly Ash [Delete Subsection in total and replace with the following:]. Fly Ash will not be permitted. E-14 SECTION 203 BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.1 General [Delete the second paragraph and replace with the following:]. Asphalt Base Course shall be Type III-B2-AR4000. And Asphalt Surface Course shall be Type III-C3-AR4000. E-15 PART 3 CONSTRUCTION METHODS SECTION 300 EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials. 300-1.3.1 General [Delete Subsection in total and substitute with the following:]. No burning will be permitted. No accumulation of flammable material shall remain on or adjacent to the right-of-way. The roadway and adjacent areas shall be left with a neat and finished appearance. In order to protect the public streets from deterioration due to hauling of materials, the Contractor shall submit, prior to the pre job meeting, for approval a proposed route for hauling of materials for disposal. Upon approval, the Contractor shall strictly adhere to that route, unless written permission from the Engineer is obtained to change the route. 300-2 UNCLASSIFIED EXCAVATION 300-2.1 General [Add the following:]. Unclassified excavation shall include excavating, removing, hauling and disposal of all material including asphalt concrete pavement to the subgrade elevations indicated on the plans as required to construct the new improvements. Removal of asphalt concrete, aggregate base and native soil shall be made at the locations shown on the plans, or as specified in the field by the Engineer. Asphalt pavement shall be removed to clean straight lines by saw cutting. The areas and quantities shown on the plans are given only for the Contractor's aid in planning the Work and preparing bids. The Engineer shall designate the limits to be removed and these designated.areas shall be considered to take precedent over the areas shown on the plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. Unless directed otherwise by the Engineer, stockpiling of removal material will not be allowed in or around the project site. E-16 300-2.2 Unsuitable Material 300-2.2.2 Wet Material. [Delete Subsection in total and substitute with the following:]. The required excavated material is considered unsuitable to be used as backfill material because of the high moisture content. The Contractor will be required to remove the excavated material and replace it with suitable material. Drying of excavated material within the Public Right- of - Way will not be permitted. 300-2.9 Payment [Add the following:]. Payment for unclassified excavation shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for furnishing all labor, ¢materials, tools, equipment and incidents required under unclassified excavation in accordance with these plans and special provisions and no other measurement or additional compensatiodwill be allowed therefor. Said payment shall also include full compensation for all required saw cutting of removal areas. SECTION 302 ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General [Add the following:]. Tarpaulins shall be used to cover all loads from plant to project. Each layer of asphalt concrete shall not exceed 0.25 foot in compacted thickness. Each layer shall be completely placed and compacted prior to commencement of successive layers. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed. Three -wheeled rollers shall not be permitted, and pneumatic rollers shall be used only on lower layers. Initial breakdown compaction shall consist of a minimum of three coverages of layer of asphalt mixture. A pass shall be movement of a roller in both directions over the same path. A coverage shall consist of as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage, made to insure compaction without displacement of material in accordance with good rolling practices, shall be considered to be part of the coverage being made and not part of a subsequent coverage. Each coverage shall be completed before subsequent coverage is started. E-17 Prior to placement of asphalt concrete, a tack coat of SSIH emulsified asphalt shall be applied to all contract surfaces. An asphalt leveling course shall be applied in depressed areas in accordance with the plans and/or as directed by the Engineer. An automatic leveling device shall be used on the paver unless omitted by the Engineer. Longitudinal joints between successive paving runs shall coincide with the traffic lanes lines. Contractor will be provided with striping plans for those roads where the striping will change prior to the start of work. Local streets will not be striped except for special cases for which striping plans will be provided. All other roads will be striped to match the existing pattern. 302-5.2 Cold Milling Asphalt Concrete Pavement 302-5.2.1 General [Replace the last sentence of the first paragraph with the following:]. The surface tolerance permitted as measured along a 10 foot straight edge shall be 3/8 inch laterally (except in crown areas) and 3/16 inch longitudinally. If in the judgment of the Engineer, the joint cut varies from a straight line or ravels excessively, he may require the longitudinal joint to be saw cut. The Contractor shall protect all existing facilities during the planning operation and repair or replace any damage facilities. These existing facilities shall include but not be limited to: A. Concrete curbs, gutters, driveways and sidewalks. B. Roadside signs. C. Trees and shrubs adjacent to the Work area. D. Utility lines, vaults, manholes, valves and signal detector loops. 302-5.2.2 Equipment [Add the following:]. The planning machine shall plane without tearing or gouging the underlying surface, shall be adjustable as to crown and depth by tilting the drum axis, and shall be capable of cutting sharp straight longitudinal edge joints in the pavement. 302-5.5 Distribution and Spreading [Add the following:]. Prior to placing asphalt pavement overlay, all vegetation shall be removed from the cracks in the pavement and all joints between the pavement and concrete gutters by the Contractor. The surface to be overlaid shall be cleaned by the Contractor to remove moisture, dirt, grease, or other foreign matter which would reduce the bond between the overlay and the pavement. E-18 302-5.2.2 Measurement and Payment. [Delete Subsection in total and substitute with the following:]. Payment for Cold milling shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required under Cold milling in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. 302-5.8 Manholes [Delete Subsection in total and substitute with the following:]. The manhole and valve box locations and distance from curb to center shall be marked on the curb face by the Contractor. The method of adjusting manholes in areas for resurfacing shall be as follows: The asphalt pavement immediately adjacent to the manhole shall be removed, the manhole shaft extended with adjustment ring(s) to proper grade, the manhole frames and covers replaced, the manhole frames set in concrete, and the pavement replaced with a minimum of 2 inches of asphalt concrete. The finished grade of the water valve frame and cover shall be '/4 inches below the finish grade of the asphalt pavement. The Contractor shall notify affected utility owners at least 5 working days in advance of the need to commence work required prior to paving operations and again for work required after paving operations. The Contractor shall mark locations of utility vaults where utility companies specifically state adjustments shall be made after paving. If it is found to impractical for the utility owner to complete remodeling or adjustment to structures, as evaluated by the Engineer, then the Contractor shall be absolved of further responsibility in connection therewith, and the structure shall be adjusted to grade by the utility owner under permit or ordinance procedure established by the AGENCY for utility cuts in pavement. All new or existing concrete surfaces inside of an AGENCY sewer manhole shall be applied with a Sancon or an approved equal coating no less than 125 mil thick. The Contractor shall have the concrete surface cleaned and primed per manufactures recommendations before the new coating is applied. County Sanitation District of Orange County (C.S.D.O.C.) sewer manholes shall be coated per current C.S.D.O.C. standards. To schedule C.S.D.O.C. inspection please call (714) 540-2910 a minimum of two working days in advance. Payment for sewer manhole coating shall be considered to be included in the price bid for other items of work unless otherwise specified and no other compensation will be allowed therefor. E-19 302-5.9 Measurement and Payment [Amend the first paragraph to read:]. Payment for Asphalt concrete pavement shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required to adjust valve boxes, manholes, tack coat, place asphalt pavement leveling course, and place asphalt concrete pavement overlay in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAY '303-5.5 Finishing. 303-5.5.4 Gutter [Add the following:]. When gutter is constructed at a rate of grade less than 0.50% it shall be water tested. If any portion of the newly constructed gutter is shown to pond water, that portion, including curb if applicable, shall be removed, reconstructed, and retested by the Contractor at no additional cost to the AGENCY. The exact limits of removal will be determined based on a survey conducted by AGENCY forces, unless otherwise directed by the Engineer. 303-5.7 Repairs and Replacements [Add the following:]. When the Contractor replaces concrete curb and gutter it shall be between expansion/ construction joints or if sidewalk, it shall be full width between expansion/ construction joints. 303-5.9 Measurement and Payment [Add the following:]. Payment for concrete curb, gutter and sidewalk shall be considered to be included in the price bid for other items of work and no other compensation will be allowed therefor. Such price shall constitute full compensation for required saw cutting, removal and disposal of existing curb, gutter and sidewalk. E-20 SECTION 306 UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS 306-1.1 Trench Excavation. 306-1.1.1 General [Replace the last sentence in the third paragraph and add the following:] If groundwater is encountered, the Contractor shall dispose of it by any method acceptable to the Engineer. The trench shall be dewatered to a minimum depth of 6 inches below the outside diameter of pipe. The cost of any dewatering shall be included in the cost of pipe construction and no additional compensation will be allowed therefor. 306-1.1.6 Bracing Excavations [Add the following:]. Payment for bracing will be made at the contract lump sum price. The lump sum price will constitute full payment for furnishing shop drawings, all labor and materials, and performing all work as specified to brace excavations or provide an equivalent method for protection of workers per Section 6707 of the California Labor Code. Payment will be made in proportion to the length of backfilled trench completed on the project relative to the total length of trench on the project. The Contractor shall use shoring complying with the Cal -OSHA construction safety orders for constructing the work shown on the plans 306-1.2 Installation of Pipe 306-1.2.1 Bedding [Replace the second sentence of the second paragraph with the following:]. Bedding for sewer main and service lateral pipe shall conform to AGENCY Standard Plans as shown on the project improvement plans. Additional bedding ordered by the Engineer, over the amount indicated on the plans due to unsuitable material, shall be paid for per Subsection 3-3. 306-1.2.2 Pipe Laying [Add the following:]. When using VCP the Contractor shall use one or two foot standard lengths of pipe for inlet and outlet connection to the manhole assemblies, unless otherwise approved by the Engineer. When using PVC SDR 35 pipe the Contractor shall use a GPK sanded adapter or A.C. coupling and gasket for inlet and outlet connection to the manhole assemblies, unless otherwise approved by the Engineer. E-21 306-1.3 BACKFILL AND DENSIFICATION 306-1.3.1 General [Delete the eleventh paragraph and replace with the following:]. The Contractor shall assume that the on- site material is unsuitable for use as backfill and all backfill material shall be imported. Payment for Imported Backfill shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. 306-1.3.3 Water Densified Backfill Al [Delete Subsection in total and substitute with the following:]. Water densified backfill will not be permitted. 306-1.3.5 Imported Backfill [Delete the first paragraph in total and substitute with the following:]. The Contractor shall import material from a source outside of the project limits for use as backfill, said material shall be clean soil, free from organic material, trash, debris, rubbish, broken portland cement concrete, bituminous materials, or other objectionalbe substances. [Delete the first sentence in the second paragraph and replace with the following:]. The Contractor shall deliver, not less than 10 days prior to intended use a sample of the material to be used for backfill to the Engineer. 306-1.5 TRENCH RESURFACING 306-1.5.1 Temporary Resurfacing [Modify as follows:]. Temporary pavement resurfacing shall be required for all backfilled trenches at the end of each work day, unless otherwise directed by the Engineer. As used in section 306-1.5.1, the word "maintained_ " shall mean that the Contractor shall provide a relatively smooth surface over the trench free of deformations greater that '/4 inch in both transverse and longitudinal directions. Where the trench sags because of inadequate trench compaction, the Contractor shall remove the existing temporary resurfacing, recompact the backfill, and restore the temporary resurfacing. Temporary pavement resurfacing shall in no case remain for more that 10 working days after final construction of appurtenances on a street. E-22 Payment for Temporary asphalt concrete pavement shall be considered to be included in the contract unit price per lineal foot of constructed sewer main, which shall include full compensation for fiu-nishing all labor, materials, tools, equipment and incidents required in accordance with these plans and special provisions and no other measurement or additional compensation will be allowed therefor. 306-1.6 Bases of Payment for Open Trench Installations [Delete the second paragraph and substitute with the following:]. The price per linear foot for sewer pipe shall be considered full compensation for all wyes, tees and bends and specials shown on the Plans; the removals of interfering improvements; the excavation of the trench; the control of ground and surface water; the preparation of subgrade; the placement and joining of pipe; backfilling the trench; temporary and permanent resurfacing; and all other work necessary to install the pipe, complete in place. No additional compensation will be allowed therefor. 306-5 Abandonment of Conduits and Structures [Delete the second sentence in the first paragraph and substitute with the following:]. Where the greater internal dimension of the conduit is 2 feet or less, the seal shall consist of a wall of concrete not less that 6 inches thick. [Delete the third paragraph and substitute with the following:]. When manholes are to be abandoned, the upper portion shall be removed to a depth of at least 3 feet below street subgrade and the conduits connecting to the structure shall be sealed as provided herein. The bottom of such structures shall be perforated or broken to prevent the entrapment of water. The remaining voids shall be filled with a suitable material compacted to a relative compaction of 90 percent. [Add the following:]. When conduits are to be abandoned, they shall be by either crushing in place or by pumping a one sack slurry mix to within 9% of the calculated volume before sealing both ends as provided herein. Payment for abandoning existing conduits and structures shall be considered to be included in the contract unit bid price and no additional compensation will be allowed therefor. 306-6 Remodeling Existing Sewer Facilities [Delete the third paragraph and substitute with the following:]. Contractor shall submit shop drawings for control operations in accordance with 2-5.3. E-23 [Add the following:]. All work to be performed inside a live manhole shall be done in accordance with Cal -OSHA "confined spaces" regulations. SECTION 310 PAINTING 310-5 PAINTING VARIOUS SURFACES 310-5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings [Delete Subsection in total and substitute with the following]. All final street striping, pavement markers and signage shall be installed by AGENCY forces. The Contractor shall coordinate with Randy Brown, Crew Leader, Traffic Signs and Markings Maintenance section, at (714) 536-5428 a minimum of four working days prior to final pavement surfacing or patching to arrange for restriping of street. Payment for coordination shall be included in the contract unit bid prices of related items of work. Removal of Traffic Stripes, Pavement Markings, and Raised Pavement Markers: Traffic stripes shall be removed before any change is made in the traffic pattern, and before painting new stripes, markings, and installing new RPMs. Traffic stripes, pavement markings and raised pavement markers shall be removed to the fullest extent possible from the pavement by any method that does not damage the surface or texture of the pavement. Sand or other material deposited on the pavement or sidewalk as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Where sandblasting is used for the removal of traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within ten feet of the traveled way, 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 operations. Pavement surface shall be "Fog -Sealed" after striping removal. Grinding shall not be permitted. Contractor will not be required to use a vacuum attachment under the following conditions 1. When approved by Agency. 2. When the blasting sand will be confined by mechanical means to a small area. E-24 3. When a sweeper (preferably a vacuum type) will immediately follow the blasting operation or when traffic can be safely routed around the sand until it is swept up. Temporary Striping, Signing, Raised Pavement Markers: The Contractor shall be responsible for the placement of all required temporary signing, striping, and markings and the removal of existing stripes and markings in the installation of required temporary striping. Traffic striping and markings shall be removed before any change is made in the traffic pattern. Removal shall be coordinated with the installation of new pavement markings to provide continuous, nonconflicting guidance to public traffic. Should temporary striping be required on the finished asphalt surface, the method and configuration must be approved by the City Traffic Engineer for approval prior to placement. Temporary centerline or median stripes for traffic control shall be placed at the completion of each days work to provide for night delineation for traffic separation. At no time shall the street be open to traffic without delineation to separate opposing traffic. Temporary delineation type shall be at the inspector's discretion. In general, temporary reflectorized markers are the preferred type of temporary delineation. Pavement Delineations Standards All pavement delineations shall conform to the standards of applicable portions of the current State of California, Department of Transportation Traffic Manual, Chapter 6, "Markings", and Standard Plans A20A-C and A24A-D, and the City of Huntington Beach Standard Plans. E-25 APPENDIX A CONSTRUCTION TRAFFIC CONTROL PLAN PREPARATION GUIDELINES UIL1 MAINTENANCE WORK TRAFFIC CONTROL MANUAL CITY OF HUNTINGTON BEACH 2000 MAIN STREET P. 0. BOX 190 CALIFORNIA 92648 Louis F. Sandoval Public Works Department Director (714) 536-5431 Traffic Engineering Division July 17, 1992 Construction Traffic Control Plan Preparation Guidelines I. Basic Objectives The basic'objectives of a Construction Traffic Control Plan (CTCP) are to provide a contractor a safe area to efficiently perform work in the public right-of-way while maintaining a safe, smooth; and uniform flow of all types of traffic. Safety for construction workers, pedestrians, bicyclists, and motorists must be carefully considered and accommodated when developing the CTCP. H. Standards Each CTCP must be consistent with the principles and techniques put forth in the latest State of California Department of Transportation (CALTRANS) Manual of Traffic Control Devices for Construction and Maintenance Work Zones. Signing shall be consistent with the latest CALTRANS Traffic Manual and Sion Soecifications. Striping details and placement shall conform with the latest CALTRANS Traffic Manual and Standard Plans and City of Huntington Beach Standard Plans. The current City of Huntington Beach Maintenance Work Zone Traffic Control Manual Standard Plans shall be the standard details to be referenced in the CTCP. The CTCP shall be prepared under the supervision of a registered Professional Civil Engineer or Traffic Engineer licensed to practice in the State of California. Each sheet of the CTCP shall have the name, address, and telephone number of the engineer or engineering firm that prepared the CTCP, and the professional engineer's stamp and expiration date, and the professional engineer's signature and signature date. III. Construction Traffic Control Plan Contentss Data to be included on the CTCP will vary with the complexity of the construction project, the volume of the traffic affected, the length of time the CTCP will be in place, and the roadway geometrics in the area where construction will be performed. It is strongly advised that the engineer preparing the CTCP begin the process with a conceptual plan review meeting with Traffic Engineering staff. This meeting will allow the design engineer to become aware of unusual traffic conditions and concerns in the construction area, as well as available data that may expedite the design and approval process. Preparing the traffic control plans without this initial consultation will inevitably result in more CTCP submittals for the design engineer. Page 2 CTCP Design Guidelines July 17, 1992 CTCP submittals will require a minimum two week review period for the first and second submittals. 'The engineering consultant and/or contractor shall plan accordingly. The CTCP must clearly depict the exact sequence of the basic construction operation(s), the type of construction to be performed, the anticipated duration of each phase, and the traveled way that will be utilized by all movements of traffic (including bicycles and pedestrians) during each phase of construction. Actual work areas shall be clearly delineated and dimensioned. Multiple phases of construction shall require a separate CTCP for each construction phase. The CTCP. shall include the following items: 1. CTCP shall be drawn on City of Huntington Beach Title Block, 24" X 36", mylar or starched linen. Velum submittals are not acceptable. 2. CTCP shall be drawn in ink. Pencil is not acceptable. Neat, legible hand lettering is acceptable. Computer Aided Design (AutoCad" Version 1l-drawings are the preferred submittal. Special lettering styles or fonts are to be avoided. Shading is to be avoided, but hatching of construction zones, work areas, or phasing plans is encouraged. 3. CTCPs shall be prepared using the symbols shown in the attached legend. The Gener-al Notes attached shall be included on the CTCP, or in the case of multiple sheet CTCPs, on the title sheet. The Construction Traffic Control Plan Notes shown on attached sheet shall be included on each sheet of the CTCP. The Construction Traffic Control Plan Notes shall not be modified in any way without prior written permission of the City Traffic Engineer. Additional notes may be added to the Construction Traffic Control Plan Notes to handle special conditions. 4. CTCP shall have a North arrow (oriented up and/or to the right) for each sheet. Each sheet shall have the scale indicated immediately adjacent to the North arrow or in the title block. CTCPs not prepared to scale will not be acceptable. The preferred scale is 1" = 40', but scale may be adjusted to suit project. In no case will a scale smaller than 1" = 100' be acceptable. . 5. All streets within the project limits shall be identified with proper street names to ensure proper orientation. A vicinity map with the project identified is encouraged. 6. All traffic signals within the project area shall be identified on the CTCP. Traffic signal loop detectors, traffic signal conduit, and traffic signal interconnect conduit shall be shown as appropriate. Construction -related temporary traffic signal modifications, including modification or relocation of existing equipment, traffic signal re -timing, etc., Page 3 CTCP Design Guidelines July 17, 1992 shall be shown on a separate traffic signal plan, prepared according to the current Traffic Signal Plan Preparation Guidelines. 7. All existing regulatory, warning, and guide signs within the project area shall be shown. This includes parking prohibition signs, advance street name signs, bus stop signs, and posted speed limits. Signs to be covered (bagged) or removed and reinstalled shall be so identified. Commercial signing advertising a business are not to be shown on the CTCP, unless the commercial signs are within a construction area and are to be modified as a result of the construction. 8. All existing striping within the project shall be shown, including bike lanes, red curbs, handicapped parking zones, loading zones, and crosswalks, identified by the appropriate Caltrans striping detail number. Dimension existing striping from the edges of pavement or from curb to curb. Indicate total roadway widths. Existing or proposed striping or lane closure tapers shall show the lane width at the start and end of the taper, the length of the' taper, and the slope of the taper (which is the ratio of taper length to transition width). Design speed used to calculate the length of the taper shall be indicated in red on the first plan submittal. The CTCP designer is strongly urged to review §5-08.4 (Transition Area) and Figure 6-15, Note 1, of the current Caltrans Traffic Manual regarding the proper type and length of tapers for a particular operation. 9. All curbs, driveways, and street light poles within the project area shall be shown 10. Construction staging and materials storage areas shall be shown on the CTCP if appropriate. Construction zone lengths, widths, and dimensions from nearby landmarks (such as crosswalks, side streets, etc.) shall be shown wherever practical. 11. Minimum acceptable lane width is 10 feet (12 feet when adjacent to a curb or raised median). Cone placement in the middle of existing striped lanes is to be avoided. 12. Road closures, detours, or night work require prior written permission from the City Traffic Engineer. A Traffic Detour Signing Plan shall be required. 13. If the construction activity involves deep trenches that will not be backfilled or plated after work activities each day, the CTCP shall show a typical cross section of the roadway including the trench width, trench depth, and trench distance from the edge of the traveled way. The cross section shall also show a typical traffic control device placement, .such as a delineator or Type 11 barricade, within the cross section. 14. Use of temporary all -way STOP installations or placement of traffic signals on "ALL FLASH RED" condition shall be approved in writing by the City Traffic Engineer prior to inclusion in the design of the CTCP. Page 4 CTCP Design Guidelines July 17, 1992 15. If the construction project (or special event) involves other jurisdictions, the conditions dictated by these guidelines shall apply only to areas within Huntington Beach. City and county limits shall be clearly shown on the plans, and the respective jurisdictions shall be shown on the proper side of the boundary line. Dimensions from a fixed work (such as a curb or centerline) to the boundary line will be shown. This information is readily available from the City upon request. Note: CTCP General Notes, Construction Notes, and symbols legend are available on AutoCad from the Public Works Department. The consultant shall provide the necessary number b of formatted floppy disks (MicroSoft" DOS 5.0) for transfer of the appropriate files. Disk types supported by the City of Huntington Beach Public Works Department are as follows: 5 1/4", 360K 5 1/4", 1.2M 3 1/2", 1.44M Copies of the requested information will be supplied on a first come, first served basis, as staff time permits. If you need the information in a hurry, plan ahead and submit the formatted disks in advance. Please note that CTCP submittals are considered improvement plans and that appropriate plan checking fees shall be collected from the encroachment permit applicant or CTCP preparer. Please contact Engineering Services Permit Section (714-536-5431) for plan checking fee schedule information. CONS T 2UC TION TEAF/:`/C CONT.- OL GENERAL NOTES A. ALL T2AFFIC CONT20L VVO-< FO2 CONST2UCTlO1\r S=ALL CONF02M TO M= CITY OF r4UNTI,NIGTON D=ACJ ll4AbVT5NANCc 1✓O2< ZQI\ F02 T2AFFIC NT2OL MANUAL' DATED AP' 1992 An'D TIDE SPECIAL P20VIS!OvS. MAINTENANCE W02K ZONE T2AFF/C CONT20L A44NUI-L GfNE2AL NOTES SJALL APPL Y ( =)(CEPT NOTES D AND = .'. B. SINGLE LAN= CLOSU2E 72A.=F1C CO\.-:O_ D= 0C=S J-A__ CONF 02M `O T1JE, CITY OF 1JUNTlNGTON S=ACr 'A4A/�'TE"\'ANCE V-10- < _ONE T2AFFIC CONT20L A4ANL/AL C. T 2AFFIC SIGNING CON=02M TO T='= LA TEST CAL T2ANS 'T2AFr=-IC MANUAL , STANDA2D PLANS A.TO (A-C). An'D A 4 lA AND TEE SPECIAL P20VISIONS. D. CONST2UCTION T2UC< T2AFFIC AIIEPGl\,G INTO T2AFF!C LANES SIJALL 43E Dr2ECTED BY FLAGMAN AND AP20P2IA T E SIGNAL=, AS Dl2ECTEO BY T lac ENGAEE 2. E CONT2A. C T02 MA Y U5E P, EFI-02 /CA TcD K =MO VA3_ = 0= TOJ2 S T2/PI,NG TAPE, PA VCM-NT M42<INGS, AND 24 SE D :=A A iA2K=2S WI T 44 P2102 W2ITTEN PE2MISS!0.''1 F� OM = rE =NGIN= F. FLASNING BEACONS S IALL B= U5.570 AS DI:=CT5:, 3)' G. T 2AFF1C CON=5 F02 NIG=;TIAA= US 5=.'ALL B= INT= l\,ALL_Y ILLUA4l/VA T:=D 02 BE P20VID=D WIT! -I 1.�' ?==L=C T I ✓= Sl '✓_,? W✓,IT= j__= V=S 14 CONST2UCTION ACTIVIT)' 1✓IT;-';N Tom= A2=45 NOT=D 5;=A.LL BE LIMITED TO T1JE NOU2S BE71VE N 9.-00 A.A.I A,'VD 4 00 P.A•9. ALL =XCA VA T/ON WIT�Jly Tl--lrs A2=A B.-A.LL _mac cov_:�c:� %A;;= ST__� PLAT_S .-EOM 400 PM. AND 9:00 A..M. A Ml'VIMJA4 OF OBE :AN_ Al =G C- 712=CTlO,v S.-.'AL L BE MAINTAW=D DL42ING T-= r-0 !2 0= ✓✓02.: CONT2AC7-02 S=JALL 2EMOV5 .ALL �ONST2:.�C T fON '2A F- %C C01\1T20L, TEMP02A2Y SIGNING AND S T2 h/vG, A;:\-0 _:14PO: A 2 )' I-FFIC SIGNAL MODI,=ICATONS AND 2EST02E ST2i•-=lAG,-,'/—FFIC SIGNALEOUI-PMENT, AND T2AFFIC SIGNAL OPE2AT10a'S TO --- ='\fGb'V E2'S SA T 1SFA CTION A T TA-,B CO'vCLvSION COWS Jv__ SS NO TED 0Tf-!=2WISr- ON T f-%E PL ANS. APPROVED: DATE:- /7 .Tvc. 9L AF IC ENGINEER CVISION DATE: CITY OF HUNTINGTON BEACH rONST2�C`IO�_2A_=IC CG�-20_ PLAN STA14DARD PLAN NUMEER ^IAA CONS D2UC TION TPAFFIC CONT20L PL A N SIGNING AND 5T2IPING INS TA L L A TION NO TES PEVSTP.G TO R.=MAN [ BLESS NOTED OTi-CRWI$E SAND3LAS7 CO+�IC i t,�G 5457 G 5 T 2PtVG, LEGEND 02 A,�20W, EXCEPT, AS NOTED TO REA4AIN i :EMOVE RAISED PAVEMLMj- MA2<E2S AS n_CESSAZY. 2� R-OCATE S1Gv ONTO nEW POST (P=--;? C17Y STD PLAN NO.=O=A-C). S7,7E=T V&L-1 C? SIGNAL POLE (AS NOTED). NSTALL AEV✓ SIGN ANO POST PEW CITY STD. PLAN NO 2EMOVE SASVv AND POST AS NOTED PABVT STRL=NG LEG�nO An0 c?20W5. INSTAL_ 2A/SE7 PA ✓_AAu?<=25. n P-ACE 0; C`STALL CONS I �JC7/0,%' T?AFFIC CONT20L i_J CONS, FLAG T,?r= 02 =.' -S%-rvG A ,Z. OW SIGA' ._S N'%JT_O. a,? PANT C?OSSWAL<, PAV=MEn? LEGEND O? LAn_ S7'Zh=' 1IG PV =AIS #%'G COn=iG i G TON F-CY LOWNG COM�L_: ThCN Or CONSTZIUCTION BF CONTACT 7-E CITY 0= TON BEACr+ F02 T Z4FF/C SIG IV !- O=c AT/ONAL CI-(ANGES AT (79) 536.5530. 9D. SAA03L4S7 EXIS7PvG CO F-LICTAG 572PAIG W177!•,%V N7E255CTION DE;FNED BY CROSSWAL< AND LAV-j LBE5. 2=MOVE RAISED PAVEAZNT MA?<=2S. RED ClR3 BL LE CLR3 V✓.-DTE CL P3 LcG51\10 nEW SIGN r6EXIST",- SIG.v S7-cE5 LlG1-'7 G?�N CL Q3 • or F YELLOW CC173 T APPROVED: DATE: (7 9Z V5.::7I�CE N IG I N E E PEVISION DATE: T?A,=FfC CC:'%= ^v? C=_l1=A70, 7YP5 i ZL22/CA�� TYPE Al =.a2?1CG::= 'j 0r i' =L4G 72EE P027,43_E FLAS-nNG BEACON T:?A VEL ' NZ7 A DLV�4ly" At4xn6 l 0 r E 4 220W SIGN <_?AL <-, =PIC SIGMA L CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WOz,'S I "Im �Wpl STANDARD PLAN CONS 2UC-lO-�' %� Gam= IC CO°-�0_ PL.GN tIUMBER .tiOTES LIMB MAINTENANCE WORK TRAFFIC CONTROL MANUAL CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT DECEMBER, 1997 INTRODUCTION THE PURPOSE OF THIS MANUAL IS TO PROVIDE GUIDANCE TO THE CITY OF HUNTINGTON BEACH PERSONNEL IN THE INSTALLATION OF TRAFFIC CONTROL DEVICES IN AND AROUND MAINTENANCE WORK ZONES. THE BASIC PRINCIPLES AND PRACTICES REPRESENTED IN THIS HANDBOOK ARE TAKEN FROM THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (ALSO KNOWN AS CHAPTER 5 OF THE TRAFFIC MANUAL) AND THE SOUTHERN CALIFORNIA APWA/CITY TRAFFIC ENGINEERS "WORK AREA TRAFFIC CONTROL HANDBOOK" (THE WATCH BOOK). THIS MANUAL IS NOT INTENDED TO SUPERSEDE EITHER THE CALTRANS MANUAL OR THE WATCH BOOK, WHICH SHOULD BE REFERRED TO IN THE EVENT OF ANY QUESTION REGARDING THE SUBJECT MATTER OF THIS MANUAL. INDEX MAINTENANCE WORK PLANS DRAWING TC-1 GENERAL NOTES DRAWING TC-2 SUMMARY OF SIGNS DRAWING. TC-3 LEGEND AND CHARTS A AND B DRAWING TC-4 LOW SPEED STREET DRAWING TC-5 TYPICAL SHOULDER CLOSURE DRAWING TC-6 SINGLE LANE CLOSURE (RIGHT LANE) DRAWING TC-7 SINGLE LANE CLOSURE (LEFT LANE) DRAWING TC-8 LEFT TURN LANE CLOSURE DRAWING TC-9 TYPICAL CLOSING OF HALF ROADWAY DRAWING TC-10 MULTI —LANE CLOSURE DRAWING TC-11 TYPICAL LANE CLOSURE WITH -REVERSIBLE CONTROL DRAWING TC-12 WORK WITHIN INTERSECTION — LEFT LANE / LEFT `TURN DRAWING TC-13 WORK WITHIN INTERSECTION RIGHT LANE / LEFT LANE DRAWING TC-14 WORK BEYOND INTERSECTION LEFT LANE DRAWING TC-15 WORK BEYOND INTERSECTION RIGHT LANE DRAWING TC-16 RESIDENTIAL STREET CLOSURE APP'D BY: DATE- 9/17/97 rr�i DESIGNED BY: TAE :.-w ,f/� G DRAWN BY: JAA TRAFFIC :ENGINEER RCE 38580, RTE 1578 CHECKED BY: JDO APP'D. DATE: ° 'Z LANE d. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS MAINTENANCE WORK TRAFFIC CONTROL INTRODUCTION AND INDEX GENERAL NOTES: 1. NOTHING IN THESE NOTES OR PLANS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. 2. THE ENGINEER SHALL BE DEFINED AS THE CITY OF HUNTINGTON BEACH TRAFFIC ENGINEER OR HIS REPRESENTATIVE. 3. THE ENGINEER WILL HAVE THE RIGHT TO DEMAND THE INSTALLATION OF ADDITIONAL TRAFFIC CONTROL DEVICES OR MODIFICATIONS TO THESE PLANS AND NOTES, AS HE DEEMS NECESSARY, TO PROMOTE THE SAFE AND ORDERLY FLOW OF TRAFFIC AND PEDESTRIANS THROUGH THE CONSTRUCTION WORK ZONE. THE CONTRACTOR SHALL COMPLY WITH THESE ADDITIONAL REQUESTS OR MODIFICATIONS WITH DUE DILIGENCE. 4. CONSTRUCTION ACTIVITY IN THE ROADWAY WILL BE LIMITED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. ALL TRENCH EXCAVATIONS WITHIN THE ROADWAY SHALL BE COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED FROM 4:00 P.M. TO 9:00 A.M., UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. 5. NO TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY (TO EXECUTE THE DAYS CONSTRUCTION WORK) UNTIL AFTER 9.00 A.M. AND ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL BE COMPLETELY REMOVED BY 4:00 P.M., UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. CONES OR DELINEATORS SHALL GENERALLY BE PLACED ON EXISTING LANE LINES, EXCEPT WHEN PLACED FOR LANE CLOSURE TAPERS. 6. FLASHING BEACONS AND WARNING LIGHTS SHALL BE USED AS DIRECTED BY THE ENGINEER. 7. ALL EXISTING TRAFFIC CONTROL SIGNS AND STREET SIGNS SHALL BE MAINTAINED IN :VISIBLE LOCATIONS DURING CONSTRUCTION, UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. THE CONTRACTOR SHALL RESTORE OR REPLACE (AT THE DISCRETION OF THE ENGINEER) ANY STRIPING OR SIGNING DAMAGED DURING CONTRUCTION OPERATIONS, INCLUDING RAISED PAVEMENT MARKERS. 8. WHEN ENTERING OR LEAVING ROADWAYS CARRYING PUBLIC TRAFFIC, THE CONTRACTOR'S EQUIPMENT, WHETHER EMPTY OR LOADED, SHALL IN ALL CASES YIELD TO PUBLIC TRAFFIC. 9. ACCESS TO DRIVEWAYS ADJACENT TO THE CONSTRUCTION WORK ZONE SHALL BE MAINTAINED AT ALL TIMES IF AT ALL POSSIBLE. ADDITIONAL CONES OR DELINEATORS MAY BE REQUIRED TO DELINEATE THE DRIVEWAY ACCESS ROUTE THROUGH THE CONSTRUCTION WORK ZONE. A MINIMUM OF ONE TRAVEL LANE SHALL BE MAINTAINED ACROSS THE DRIVEWAYS, UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. 10. 48 HOURS PRIOR TO COMMENCING ANY WORK WITHIN THE IMMEDIATE VICINITY OF A TRAFFIC SIGNAL CONTROLLED INTERSECTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (800-422-4133). THIS PRIOR NOTICE WILL ALLOW THE LOCATION AND MARKING OF UNDERGROUND TRAFFIC SIGNAL CONDUIT AND TRAFFIC SIGNAL LOOP DETECTORS PRIOR TO CONSTRUCTION. DAMAGES TO TRAFFIC SIGNAL CONDUIT, CONDUCTORS, LOOP DETECTORS, OR OTHER TRAFFIC SIGNAL EQUIPMENT SHALL BE REPAIRED WITHIN 24 HOURS AT THE CONTRACTOR'S EXPENSE, PER THE 'CITY OF HUNTINGTON BEACH STANDARD SPECIAL PROVISIONS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND STREET LIGHTING, LATEST EDITION. 11. SPILLAGE RESULTING FROM HAULING OPERATIONS ALONG OR ACROSS ANY PUBLIC TRAVELED WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR AT HIS EXPENSE. STREETS ALONG THE HAUL ROUTE SHALL BE SWEPT OR WASHED DAILY, DURING EACH DAY OF HAULING OPERATIONS. 12. THE LENGTH OF TIME FOR EACH CONSTRUCTION PHASE SHALL BE SPECIFIED ON THE ENCROACHMENT PERMIT. IF THE CONTRACTOR DOES NOT COMPLETE HIS WORK IN THE SPECIFIED AMOUNT OF TIME, A FEE OF $800 PER LANE PER CALENDAR DAY WILL BE ACCRUED PER ORDINANCE NO. 3320. THE CONTRACTOR MAY SUBMIT A WRITTEN REQUEST TO THE DIRECTOR OF PUBLIC WORKS TO EXTEND THE TIME PERIOD, ALLOTTED FOR CONSTRUCTION. 13. THE CONTRACTOR SHALL SUBMIT AN APPLICATION FOR TEMPORARY PARKING RESTRICTIONS AT A COST OF $50.00. TEMPORARY NO PARKING SIGNS SHALL BE PURCHASED FROM THE CITY OF HUNTINGTON BEACH AT A COST OF $0.75 A SIGN AND BE POSTED AT LEAST 24 HOURS PRIOR TO THE ENFORCEMENT OF PARKING RESTRICTIONS. _ APP'D BY: DATE: 9 /5 /97 a DESIGNED BY: TAE �- C/. TRAFFIC ENGINEER DRAWN BY: JAA RCE 38580, RTE 1578 CHECKED BY: I TAE 1 APP'D. DATE: i t-Z q. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS MAINTENANCE WORK TRAFFIC CONTROL 11DRAWING NO.' GENERAL.NOTES I TC-1 CALTRANS SIGN CODE SIGN SIZE LEGEND CALTRANS SIGN CODE,.,,. SIGN SIZE,, LEGEND SIGN SIZE R1 �A QP C14 Ba FOLD END ❑A 36" x 36" [B 42" x 18" R16 FD C17(25) 10 25 �C 30" x 30" nD 24" x 24" R17 nD C18 An a 18" x 18" fF 18" x 12" R18 (RT) FA Kxru� nwin C20 (LT) � � nG 11" x 17" R 2 6 �G w pm �MTW C20 (RT) <*> R96 a C20(61KE) �A<*> R96B Aux C20 (MOD) 81 (LEFT \CLOSED TURN LANE AHEAD W1 (LT) aA C21 nA <*> W2 (LT) ❑A C228 �C< > W6 �D MPH C23 �C Cl A❑ C24 C� C9A n C30 n a C13 a C36 a< > NOTE: ALL SIGNS SHOWN ON THIS PLAN SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS. DATE: 9 /5 /97 DESIGNED BY: TAE DRAWN BY: JAA CHECKED BY: TAE APP'D BY: TRAFFIC ENGINEER RCE 38580, RTE 1578 APP'D. DATE: CITY OF HUNTINGTON BEACH 0 DEPARTMENT OF PUBLIC WORKS. MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. SUMMARY OF SIGNS TC-2 C114 1 • *ORY C23 S SEE CHART "A • • C22B r'Ty Lt; • OPTIONAL VEHICLE INSTALL TEMPORARY NO PARKING SIGNS IF REOUIREO 12' MIN. LANE M.H. Y p • • • •C228 3�Y DIVIDING LINE • • • • • 1 OR 12' MIN. LANE A. A- ALTERNATE : BARF WORK ZONE INSTALL TEMPORARY NO PARKING SIGN IF REQUIRED NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME WORK ZONES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS FOR NIGHT WORK ZONES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 "END CONSTRUCTION' OR C14 'END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. C14 CHART -A C23 YOR*`;I CHART "A- r 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. 5. ALL PORTABLE DELINEATORS SHALL BE 36* HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. r 0 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH 7 DESIGNED BY: TAE �) %� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TR FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: �'/� LOW SPEED STREET TC-4 OR DIVIDING LINE — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — a — — — — — — — — — — — — — SHOULDER • • • b*ORY C18 or C24 or C23 100± i -- 200'S I 1 CONES OR DELINEATORS 25' MAX. SPACING NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME SHOULDER CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT SHOULDER CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT SHOULDER CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 5' INSTALL TEMPORARY NO PARKING SIGNS IF REOUIRED Cones or delineators 25 mox, spoclna C13 or C14 4. ALL CONES SHALL BE 28- HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13` REFLECTIVE SLEEVES. 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHT. TC-6 SHALL BE USED. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA i T AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE / r APPROVED DATE: e ?- 7 TYPICAL SHOULDER CLOSURE IS o� a t DRAWING NO. TC-5 a c� a c= See note 6. 10, 5' MIN. — — — — • —41 • • • • • O O O O • • •—F • • • W RK AR A • • • • Y • CIE OR Y • * OR Y C17(25) ID C30 C18 C20(Rt) C20 INSTALL TEMPORARY NO PARKING SIONS or C23 Bike IF REQUIRED C13 or C14 S S S Toper L 150' See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' min, r NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE OELINEATORS SHALL BE 36' HICH. DELINEATORS USED FOR NIGHT DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A , LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 3. A C13 'ENO CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, SHALL. BE PLACED AT THE ENO OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH ' .13' REFLECTIVE SLEEVES. 8. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHEET TC-9 SHALL BE USED. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH 01i DESIGNED BY: TAE /�. DEPARTMENT OF PUBLIC WORKS I DRAWN BY: JAA T.AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE IV1 APPROVED DATE: i L' SINGLE LANE CLOSURE (RIGHT LANE) TC-6 Varies S SEE NOTE 6 See Chart "A" C13 or C14 or Y OR CIF a c� o- c- 5' MIN, � • • • • Y t',30 f Y - - - - - - - - - - - - - - - • -• •- • • • • • • • • • - - - -- 10' min, ♦ 5' MIN. �. 9} *ORY •�C20(Lt) •b C20(Lt) C17(25) Ior8C23 I TC13 or C14 S S S Toper L 150' See Chart "A" See Chart "A" See Chart "A" See Chart "A" min. INSTALL TEMPORARY NO PARKING SIGNS NOTES: IF REQUIRED 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE WORK ZONE. 7, FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION, OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. 8. IF NOT POSSIBLE TO MAINTAIN MINIMUM CLEARANCE, SHEETS TC-10, OR TC-11 SHALL BE USED. ♦ 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/10/97 APPROVED BY: CITY OF HUNTINGTON BEACH °le DESIGNED BY: TAE S �,lG_ DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING N0. CHECKED BY: TAE �) APPROVED DATE: �'� l% % I SINGLE LANE CLOSURE (LEFT LANE) I TC-7 e. 0 See Chart 'A' See Chart 'A' NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NICHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION' OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE. MAY BE PLACED AT THE END OF THE WORK ZONE. s S r 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED MATH 13' REFLECTIVE SLEEVES. 5. ALL PORTABLE DELINEATORS SHALL BE 36' MICH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 23 Z C18 DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH pgDESIGNED BY: TAE �' DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA i 7TRFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: LEFT TURN LANE CLOSURE TC-8 Now INSTALL TEMPORARY NO PARKING SIGNS ff REOVIRED Toper L Toper L S S S See Chart "A" See Chart 'A" See Chart "ItA" See Chart "A' See Chart "A" C18 NIC13 or C14 C17(25) C20() • C2O(It) • Yoror C23,1 E • 10' min, A a � a — — — — — — — — — — — — — —40•— • • •— • —• — — — — — — — — — �' • • 17(25) 10�m1n. g' MINA • ®•Y� c� �_•_•_ —0= • =•_ — ��j0 See note 6. p C30 • • —:> WORK — — — — — — — — — — — — — — AREA •r — — — — — — — — — — qP • *ORY • • C21 or W1(It) or C30 W1(Rt) or 4D C18, C23 Cl C20(Rt) W2(It) W2(Rt) C13 or C14 C20(Bke) S S S S Taper L Toper L 150' See Chart "A" See Chart "A" See Chort "A" See Chart "A" See Chart "A" See Chart "A" min. NOTES: INSTALL TEMPORARY NO PARKING SIGNS jr REOL"REO 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS, LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC 2, ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR MANUAL, 1992 EDITION, OPERATE FAS IN SEQUENTIAL ARROW MODE. REFLECTORIZED. B. FOR SPEEDS OF 30 MPH OR LOWER, USE W2 SIGNS. FOR SPEEDS OF 35 MPH OR GREATER, 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE USE W1 SIGNS. PLACED AT THE END OF THE WORK ZONE. 9. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHEET TC-11 SHALL BE USED. 4, ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. ,� 12' MIN. LANE WIDTH WHEN NEXT TO A CURB OR VERTICAL OBSTRUCTION. 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE 7 I16- % DEPARTMENT OF PUBLIC WORKS TR FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. DRAWN BY: JAA CHECKED BY: TAE APPROVED DATE: /lZZ.-�`17 TYPICAL CLOSING OF HALF ROADWAY TC-9 C18 or C23 *DRY • � C20(RT) • � C2O(RT) See note 6. C17(25) 10' min. Ak 5' MIN. C30 • Y • =n • Y *DRY C18 • C20(RT) • C20(RT) C20(Bike) 200' or C23 Min. S S S S L See Chart "A" See Chart 'A" See Chart 'A' See Chart "A" See Chi NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 "END CONSTRUCTION' OR C14 "END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. L I 150' I VorTes i See Chart "A' min. r INSTALL TEMPORARY NO PARNINO SIGNS W REOUIREO 5. ALL PORTABLE DELINEATORS SHALL BE 36' HICH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH 'BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES 13ETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL .WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 0 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/11/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE �� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA i RAFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE / APPROVED DATE: /GTI�� MULTI -LANE CLOSURE (LEFT AND RIGHT SIDE CLOSURE TO BE SIMILAR) C13 or C14 Pais DRAWING NO. TC-10 C13 or C14 C23 or C18 I -U-: f w INSTALL TEMPORARY NO PARKING SIGNS r IF REWIRED C9A o Coned 25' max. :Spocing Varies S S S Rt SEE CHART "A" SEE CHART "A" SEE CHART "A" C36 C9A C18 or C23 • • YOR* • 91 • • • • Variable C17(25) See Chart "B" 10' Min. C17(25) I - - - _I - - - - - - •—5''-MIN. • ^• • • WOR A A • • I'M Y C3oCID �*DRY • IC36 � or C23 C13 or C14 SEE CHART "A" SEE CHART "A" SEE CHART "A" Optional Vehicle INSTALL TEMPORARY NO PARKING SIGNS IF REOUIRED NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT WORK ZONES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR . REFLECTORIZED. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28" HICH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. S. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 12' MINIMUM LANE WIOTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE /"�� DEPARTMENT OF PUBLIC WORKS v l� DRAWN BY: JAA FFIC ENGINEER, RICE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE 71 APPROVED DATE: fs�ntr'' TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL F j I DRAWING NO. TC-11 See note 6. C13 or C14 R17 C18 or C23 C20(Lt) S S Toper L 414 R17 INSTALL TCMPORARY NO PARKING SIGNS IF REOUIREO Taper L S S See Chart "A" See Chart "A" See Chart "A' C23 0(Lt) Y or :R C18 R17 R17 c= Cm See note 6, v C13 or C14 u See Chart "A' See Chart "A" See Chart 'A" n ^ p [t o tj Cj Y u � r to u 1 w � INSTALL TEMPORARY NO PARKING SIGNS IF REWIRE° u u - NOTES: I • I In 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NICHT DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL 3. A C13 'ENO CONSTRUCTION" OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. PLACED AT THE END OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. A 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/12/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE �� C� =� DEPARTMENT OF PUBLIC WORKS I DRAWN BY: JAA R FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE:/%n:J� ��% WORK WITHIN INTERSECTION (LEFT LANE / LEFT TURN LANE) TC-12 NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. -- -- -- -- -- 4 C13 or — a— C14 — — — — — — — See note 6. 69 •—}--orry • C20(Rt) -- C30 -- R7B(F C23 or l C1818 C23 or C18 or n a , , ° U v �C`13 or n n C14 S mil SIM gwommm 6 50' min BETWEEN DELINEATORS S S Toper L See Chart "A" See Chart "A" See Chart "A" NSTALL TEMPORARY MO PARKNO SKNS IF REOUREO r 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR.OTHER VERTICAL OBSTRUCTION. C13 r or C14 , , Y 0 See Chart A Y °f • C23 or — C18 >✓ 96 613 or R96B C14 � J U UQ �� s m W�il o o �- w" Li r N O W Z to m w i N See note 6� V) U a w fn C20(Lt) �- a to U a wR w N C18 or C23 (DATE: 9/16/97 APPROVED BY: CITY OF HUNTINGTON BEACH 0 2e Q DESIGNED BY: TAE LDEPARTMENT OF PUBLIC WORKS DRAWN BY: JAAA T AFFIC ENGINEER, RCE 38580, RTE 15711 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: JDO WORK WITHIN INTERSECTION APPROVED DATE: / RIGHT LANE / LEFT LANE TC-13 NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION' OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28" HICH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. DATE: 9/16/97 APPROVED BY. DESIGNED BY: TAE DRAWN BY: JAA T FFIC ENGINEER, RCE 38580, RTE 1578 CHECKED BY: TAE ', APPROVED DATE: '18 or C23 • 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. CITY OF HUNTINGTON BEACH Fe eDEPARTMENT OF PUBLIC WORKS MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. WORK BEYOND INTERSECTION (LEFT LANE) TC-14 L See Chart "A" 4 4 ,t—See note 6. 50' min gap BETWEEN � . • OELINEAT�ORSlk � � {� •�,Y • • 1 • * OR Y • * OR Y C30 R18(Rt) C18 C20(Rt) or C23 INSTALL TEMPORARY NO PARKING SIGNS S S Ir REOInREO See Chart "A" See Chart "A" NOTES: 1, ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS .INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 "END CONSTRUCTION OR C14 "ENO ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4, ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. Indicate North with an "N" Varies S See Chart "A" Y OR CIB a or C23 5' MIN. -� —•—•• • —• •—• •• — — — O Y WOR AREA • C30 C13 or C14 6 INSTALL TEMPORARY NO PARKING SIGNS IF REOIAREO 5. ALL PORTABLE DELINEATORS SHALL 13E 36" HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/16/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE �� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TrFPfC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED 8Y: TAE APPROVED DATE: WORK BEYOND INTERSECTION (RIGHT LANE) 011 /1 DRAWING NO. TC-15 NOTES: 0INSTALL C2 (36"x24") ON o > TYPE it BARRICADE O2 INSTALL R11 (36"x36") ON i TYPE II BARRICADE N O3 INSTALL TYPE II BARRICADE 0 v OR DELINEATOR O4 TIE BARRICADES TOGETHER WITH YELLOW "CAUTION" TAPE O5 CLOSE LEFT TURN POCKET PER HUNTINGTON BEACH MAINTENANCE WORK TRAFFIC CONTROL MANUAL, SHEET TC-5 O6 INSTALL R16 (24"x24") ON TYPE II BARRICADE. R16 TO FACE ON COMING TRAFFIC. See left turn lane closure TC—S DATE: 9/17/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE 12 DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA RA�FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL �/ 7 CHECKED BY: JDO � APPROVED DATE: �' � c RESIDENTIAL STREET CLOSURE An DRAWING NO. TC-16 APPENDIX B CONTRACTORS BUSINESS LICENSE APPLICATION �_ti.; .a.? ram' :i � .; ,,�.. ±t:?` .d��,d', � +;'y'�r �` 2`1�=fi�`�`-~•' • APPLICATION FOR BUSINESS LICENSE CITY OF HUNTINGTON BEACH H�,1��,�.�.�� License Dept. - P.O. Box 711 - 2000 Main Street Huntington.Beach, CA 92648 - Tel. (714) 536-5267 PLEASE TYPE OR PRINT Business SAMPLE ONLY Name: Business Address: ' Telephone Number treat city p Mailing Address: Telephone Number Street city Zip Description of Business • . . .— - - - _-- State of California Contractor/Professional License Number One of the follcwing:(whichever is applicable) Soc. Sec. No. - Federal ID No. State ID Class: Board of Equalization Permit No. Health Dept. Permit No. This business is: ( ) Individual () Partnership () Corporation List Owners/Officers on lines below: 1. 2. Number of individuals actively involved in business in Huntington Beach: Fu 11-t ime : JPa rt-time : Number Number of vehicles used to conduct business: Under 1 ton 1 to 3 tons over 3 tons Date that you will start business in this City: No. of Rental Units: (Apts, Motel/Hotel Rooms, Trailer Spaces) Date of Purchase Rental Equipment (give no.) Passenger autos Trucks Trailers (2 whl) (4 whl) Number of coin operated machines on premises, Music Vending Service Amusement I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers compensation. ❑ Certificate of Workers Compensation Insurance ❑ Certificate of Self -Insurance of Workers Compensation ❑ I certify that in the performance of work for which this license is issued I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. Note: If after signing the certificate, you hire any employee, you become subject to the workers' compensation provisions of the California Labor Code, and you must immediately comply with the provisions of Section 3700 or your license Immediately becomes revoked. I hereby declare under penalty of perjury that the above statements and information are true and correct. Signature LOCAL BUSINESS ONLY: Complete appropriat8 portion of reverse side of application. FOR OFFICE USE ONLY: Date "Iassification of business Fee: DE,? Certification of Occupancy filed: Issued_ Home -'�xupation Permit filed: Approved REMARKS: TrWZAT. r)TTP S NAME: - • (Fir AMPLE (Mica N LY a HOME ADDRESS: PHONE: (Number/Street/City/Zip) BIRTHRATE* BIRTHPLACE: (Mo., Day, Year) (City. Slate, Country) HEIGHT: Ft. , In. WEIGHT: EYES: HAIR: SOCIAL SECURITY NO. CALIF. DRIVER'S LICENSE NO.: ALTERNATE PHONE NUMBER TO BE CONTACTED IN CASE OF FIRE, ACCIDENT OR EMERGENCY: NAME (Signature of Applicant) PHONE: ( ) RELATIONSHIP: DATE: NAME: SAMPLE ONLY (First) (Mleale) (Last) HOME ADDRESS: PHONE: (Number/Street/City/Zip) BIRTHDATE: BIRTHPLACE: o., ay, ear(City,St-Ate. Country HEIGHT: Ft. In, WEIGHT: EYES: HAIR: SOCIAL SECURITY NO, CALIF. DRIVER'S LICENSE NO: ALTERNATE PHONE NUMBER TO BE CONTACTED IN CASE OF FIRE, ACCIDENT OR EMERGENCY: NAME: PHONE: ( ) RELATIONSHIP: . DATE: (Signature of Applicant) NAME: SAMPLE -ONLY (First) (Mlcole) (Last) HOME ADDRESS: PHONE: (Number/Street/City/Zip) BI RTHOATE: BIRTHPLACE: (Mo., Day, Year) (City, State, Country) HEIGHT: Ft. In. WEIGHT SOCIAL SECURITY NO EYES: HAIR: CALIF. DRIVER'S LICENSE NO.: ALTERNATE PHONE NUMBER TO BE CONTACTED IN CASE OF FIRE, ACCIDENT OR EMERGENCY: NAME: PHONE: ( ) RELATIONSHIP: (Signature of Applicant) DATE: APPENDIX C STANDARD PLAN INDEX 6 " MIN.i 5" MIN. 6" MIN.I TYPE "A" UNDISTURBED SOIL VARIES DEPENDING UPON PIPE SIZE AND SOIL CONDI TIONS #4 BARS LONG. (TYP. j UNDISTURBED SOIL AL TERNA TE TRENCH WALL SEE GEN. NOTE 5 TYPE " B" / 2 — I' JOIN TS r(APPLICABLE TO VCP ONLY) MIN. DETERMINED BY PIPE SIZE BEDDING SEE STD. PLAN 502 OR 503. TYPE "C" VARIES" --------------- ------------- SECTION of MIN. 6" MIN. AT 24" (TYP.) 6 " MIN. 6" MIN. GENERAL NO TES.• 1. CONCRETE ENCASEMENT SHALL BE USED WHEN COVER IS UNDER 4' OR OVER 20. 2. ENCASEMENT TO BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL COMPACTED TO 90Z RELATIVE DENSITY. J. NO. 4 STEEL REINFORCING BARS SHALL BE USED AS SPECIFIED. 4. TYPE OF CONCRETE ENCASEMENT TO BE USED WILL BE SHOWN ON PLANS OR AS SPECIFIED BY THE PUBLIC WORKS INSPECTOR TO MEET UNFORESEEN FIELD CONDITIONS 5. WHERE SLOPE TRENCHES ARE USED, WALLS WILL NOT BEGIN TO SLOPE CLOSER THAN 12 " FROM THE TOP OF THE PIPE. 6. ENCASEMENT CONCRETE TO BE C/ A.SSS " 7. CONCRETE ENCASEMENT SHALL NOT BE PLACED AROUND A.C. PIPE. — APPROVED: /� /fin CITY OF HUNTINGTON BEACH he +��/' DEPARTMENT OF PUBLIC WORKS CITY ENGINEER CONCRETE ENCASEMENT STANDARD PLAN DATE: March 21, 1994 TYPE "A", "B"._.AND "C„ 514 TOP OF CURB -PROPERTY LINE UNLESS OTHERWISE NOTED I CENTER LINE OF MAIN SEWER -- LENGTH A CAP UNLESS JOINING EX. H.C. (SEE NOTE 4) ELEVATION F BRANCH k PROFILE TYPE A - TOP OF CURB STREET SURFACE PROPERTY LINE UNLESS OTHERWISE NOTED CENTER LINE OF MAIN SEWER LENGTH A AP UNLESS JOIN- LENGTH B - ING EX. H.C. (SEE NOTE 4) 1/8 OR 1/16 BEND AS NEEDED ELEVATION ELEVATION E i BRANC PROFILE TYPE C STREET SURFACE PROPERTY LINE UNLESS OTHERWISE NOTED } LENGTH A CAP UNLESS JOIN- ING EX. H.C. (SEE NOTE 4) CAN 0 6' Y Z CENTER LINE OF MAIN SEWER I.- w ELEVATION F c=_7 aO w = Jcc CLASS 420-C-2000 CONCRETE ENCASEMENT' wV =a0 =-} 1!8 BEND moo V 6' Y = QZ CAP 16' ELEVATION E SQUARE BRANCH OR CIRCULAR PROFILE TYPE B STREET SURFACE N PROPERTY LINE UNLESS OTHERWISE NOTED LENGTH A CAP UNLESS JOINING EX. H.C. (SEE NOTE 4) ELEVATION F LENGTH B CENTER LINE OF MAIN SEWER 1/8 OR 1/16 BEND AS NEEDED ELEVATION E BRANCH PROFILE TYPE D AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULGATED SY THE APWA-AGC JOINT COOPERATIVE COMMITTEE HOUSE CONNECTION SEWER 222-0 1964 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES: EXCEPT AS OTHERWISE INDICATED ON THE PROJECT PLANS, ALL HOUSE CONNECTION SEWERS SHALL BE TYPE "A" AND SHALL BE CONSTRUCTED ON STRAIGHT LINES AND GRADES BETWEEN CONTROL POINTS AND ELEVATIONS. DIMENSIONS: A. Y = 6' B. LENGTHS "A" AND "B" - SEE PROJECT PLANS C. HEIGHT "H" - SEE PROJECT PLANS D. ELEVATIONS "E" AND "F" - SEE PROJECT PLANS ALL HOUSE CONNECTION SEWER PIPE SHALL BE 6 INCH UNLESS OTHERWISE INDICATED AND MAY BE ANY OF THE FOLLOWING: A. VC PIPE B. PE PIPE C. ABS SOLID WALL PIPE D. ABS COMPOSITE PIPE E. PVC PLASTIC PIPE PROVIDED THAT CHANGES FROM ONE TYPE OF MATERIAL OR SIZE TO ANOTHER SHALL BE MADE ONLY BY MEANS OF SUITABLE ADAPTERS APPROVED BY THE ENGINEER. 4. THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP AND SEAL- ING THE CAP WITH 1" THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP. 5. EXCEPT AS,CONTROLLED BY ELEVATIONS INDICATED ON THE PROJECT PLANS, THE MINIMUM SLOPE FOR ALL PIPES SHALL BE 2 PERCENT (S=0.02 MINIMUM) 6. THE FIGURE IN A CIRCLE ON THE PROJECT PLANS ADJACENT TO A HOUSE CONNECTION SEWER STATION INDICATES THE DEPTH IN FEET BELOW THE EXISTING TOP OF CURB TO WHICH THE INVERT OF THE UPPER END OF THE HOUSE CONNECTION SEWER SHALL BE CONSTRUCTED. IF NO DEPTH IS INDICATED THE INVERT OF THE UPPER END SHALL BE THE ELEVATION SHOWN ON THE PROFILE. WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED, THE INVERT SHALL BE SIX FEET BELOW THE TOP OF THE EXISTING CURB. 7. BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM THE HORI- ZONTAL TO AN ANGLE OF 22-1 2 DEGREES TO 45 DEGREES WHEN TEES ARE USED. BENDS ARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANCH ROTA- TION DOES NOT CONFORM TO THE SLOPE OF THE HOUSE CONNECTION SEWER, PULLED JOINTS MAY BE USED FOR ADJUSTMENT. 8. THE MAXIMUM DEFLECTION AT EACH JOINT FOR 4 INCH AND 6 INCH VITRIFIED CLAY PIPE HOUSE CONNECTION SEWERS SHALL BE 4 DEGREES, WHICH IS EQUAL TO A PULL OF 9i16 INCH FOR A 6 INCH PIPE AND 3,8 INCH FOR A 4 INCH PIPE. (PULL IS DEFINED AS THE SEPARATION OF THE ABUT- TING PIPE ENDS ON THE CONVEX SIDE OF THE CURVE MEASURED AT THE OUTSIDE PIPE BARREL). 9. CONNECTION OF A BUILDING SEWER SMALLER THAN 6 INCHES TO A 6 INCH HOUSE CONNECTION SEWER SHALL BE MADE USING AN APPROVED INCREASER - TEE OR AN INCREASER FOLLOWED BY A TEE. 10. ALL HOUSE CONNECTION SEWERS OR PORTIONS THEREOF CONSTRUCTED ON A SLOPE EXCEED- ING 45' SHALL BE ANCHORED PER STANDARD PLAN 221. 11. HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT SHALL CONFORM TO ALL APPLICABLE STATUTES AND ORDINANCES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN HOUSE CONNECTION SEWER 222-0 SHEET 2 OF 2 L L ��` ,� • ,j \ -UNDISTURBED CONCRETE SUPPORT I �� c#r`,� EARTH WALL (SEE NOTE 10) �` 1 I' SAND CUSHION OR •~�A t %�� APPROVED EXPANSIONI 1' RIAL THICK EXPANSION JOINT NOTE 8) (SEE NOTE 8) JOINT FILLER CASE A CASE D , 1 1 1 1 1 1 1 1 1 `--�-j CONCRETE SUPPORT WALL (SEE NOTE 10) DLE— OPTIONAL CLEANOUT /J (SEE NOTE 11) --------- ---- _ r--- UNDISTURBED EARTH Law-- A I" THICK EXPANSION JOINT FILLER CASE B CASE E L L ----------_------- 31/ N _J UNDISTURBED I" THICK EXPANSION I 1 j j �O EARTH JOINT FILLER A l i i� Jds �-/ i• A 1 I 1 1SAND CUSHIO A I `� , I" SAND CUSHION OR I' •, OR APPROVED UNDISTURBED I �� •,� APPROVED EXPANSION y EXPANSION JOINT EARTH L__E� 1 JOINT MATERIAL MATERIAL -I" THICK EXPANSION JOINT (SEE NOTE 8) .(SEE NOTE 8) SADDLE FILLER CASE C CASE F AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMLGATED BYTHEAPWA-AGC JOINT UCOOPERATIVE COMMITTEE HOUSE CONNECTION REMODELING 223-0 1684 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 L _ y - EARTH URGED P L-A I" SAND CUSHION OR l �-'I"THICK EXPANSION JOINT APPROVED EXPANSION JOINT MATERIAL FILLER ( SEE NOTE 8 ) '-- t CASE G L r `1 p / r •r �-' L, A -I" THICK EXPANSION JOINT FILLER CASE H 1" THICK EXPANSION JOINT FILLER CASE K EE NOTE 9 ) 1' SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL (SEE NOTE 8) `p CONCRETE ENCASEMENT j AS DETAILED HEREON SHALL TEE OR BE USED FOR TEES OR WYES WYE AND PIPE WHERE THE SLOPE OF THE PIPE IS STEEPER THAN 1:1 OR SEE NOTE 6 4' MIN. `! NEW SEWER CASE R CONCRETE ENCASEMENT AS , DETAILED HEREON SHALL BE USED FOR TEES OR WYES AND PIPE WHERE THE SLOPE OF THE PIPE IS STEEPER THAN I I OR SEE NOTE 6 \ TEE OR WYE ~ NEW SEWER 4' MIN. CASE S \--EXIST. SEWER NOMINAL DIA. OF PIPE (INCHES) MINIMUM DIMENSIONS X (INCHES) 6 3 8 4 10 5 12 6 SECTION A -A CONCRETE ENCASEMENT DETAILS (SEE NOTE 5) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 223-0 HOUSE CONNECTION REMODELING SHEET 2 OF 4 NOTES 1. EXCEPT AS OTHERWISE INDICATED HEREON OR ON THE PROJECT PLANS, ALL HOUSE CONNECTION REMODELING SHALL CONFORM TO THE APPLICABLE PORTIONS OF STANDARD PLAN 222, HOUSE CONNECTION SEWER. 2. SEE PROJECT PLANS FOR VALUES OF D, L, V AND W: (DIMENSION L IS THE HORIZONTAL LENGTH OF THE HOUSE CONNECTION REMODELING). 3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERS TO BE CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THE SAME MATERIAL AS THE EXISTING SEWER. THE CONTRACTOR MAY CONSTRUCT THE SEWER WITH OTHER MATERIALS ALLOWED PER STANDARD PLAN 222 PROVIDED HE UTILIZES APPROVED ADAPTORS. 4. 1/16 (22�20) OR 1/8 (450)BENDS SHALL BE USED TO REMODEL OR CONSTRUCT ANY SEWER ON A CURVE OR AT ANY CHANGE IN ALIGNMENT. WHERE PHYSICAL OR GEOMETRIC LIMITA- TIONS PRECLUDE THE USE OF 1/16 OR 1/8 BENDS, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL HIS PROPOSED METHOD OF REMODELING OR CONSTRUCTION. 5. ALL HOUSE CONNECTION SEWERS TO BE CONSTRUCTED UNDER A PROPOSED CONDUIT SHALL BE ENCASED IN CONCRETE AS SHOWN HEREON. WHEN THE HOUSE CONNECTION SEWER SLOPE EXCEEDS 1:1 THE CONTRACTOR MAY, AT HIS OPTION, PLACE A CIRCULAR CROSS SECTION WITH MINIMUM COVER` EQUAL TO DIMENSION "X" AS SHOWN ON SECTION A -A HEREON IN LIEU OF A SQUARE CROSS SECTION OF CONCRETE. .CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 420-C 2000, AND SHALL EXTEND TO THE FIRST PIPE JOINT AT LEAST 1 FOOT BEYOND THE O.D. OF EACH SIDE OF THE PROPOSED CONDUIT. 6. FOR CASES R AND S, WHEN THE SLOPE OF THE PIPE EXCEEDS 1:11. THE CONSTRACTOR MAY, AT HIS OPTION, CONSTRUCT A CHIMNEY CONFORMING TO STANDARD PLAN 220 ON THE NEW SEWER IN LIEU OF CONSTRUCTING THE ENCASEMENT SHOWN HEREON. 7. FOR CASES E AND F, SADDLES SHALL BE CONNECTED EITHER TO THE LENGTH OF PIPE CONTAINING THE EXISTING TEE OR WYE OR TO THE ADJACENT DOWNSTREAM PIPE LENGTH. 8. CONDUITS TO BE INSTALLED OVER OR WITHIN ONE INCH OF ANY CONCRETE ENCASEMENT OR STRUCTURE, WHETHER EXIST- ING OR TO BE PLACED IN CONFORMITY WITH THE REQUIRE- MENTS HEREIN, SHALL BE INSTALLED ON A ONE -INCH SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL. CONCRETE ENCASEMENT INSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROM EXISTING CONDUIT WITH ONE -INCH THICK EXPANSION JOINT MATERIAL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN HOUSE CONNECTION REMODELING 223-0 SHEET 3 OF 4 9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 6 INCHES OF A RELOCATED HOUSE CONNECTION SEWER SHALL BE REMOVED. THE EXCAVATION SHALL BE REFILLED TO THE GRADE OF THE NEW PIPE INVERT WITH CLASS 100-E-100 CONCRETE. THE CONTRACTOR MAY, AT HIS OPTION, SUBSTITUTE MECHANICALLY COMPACTED BACK - FILL IN LIEU OF THE CLASS 100-E-100 CONCRETE. THOSE PORTIONS OF ABANDONED PIPE NOT REMOVED SHALL BE SEALED.. WHERE CAPS ARE USED, THEY SHALL BE SEALED BY FILLING THE SPACE ABOVE THE CAP WITH SAND AND A 1-INCH THICK COATING OF TYPE "F" MORTAR. 10. SUPPORT WALLS SHALL CONFORM TO STANDARD PLAN 224. 11. WHEN INDICATED ON THE PROJECT PLANS OR THE SPECIAL SPECIFICATIONS, A CLEANOUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS: b A. SUBSTITUTE A "Y" FOR THE 1/8 BEND. B. PLACE A 1/8 BEND ON THE UPPER END OF THE "Y". C.. CAP TOP OF 1/8 BEND WITH A CAP AND SEAL WITH 1 INCH THICK TYPE "F" MORTAR AROUND THE CIRCUM- FERENCE OF THE CAP. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN HOUSE CONNECTION REMODELING 223-0 SHEET 4 OF 4 33-4200 Polyurethane Lining The selected polyurethane lining material shall be approved by the Engineer prior to beginning the application. Once the coating formulation has been accepted and approved by the Engineer, it shall not be changed except by authority of the Engineer. . The lining shall be high build, corrosion and abrasion resistant, 100 percent polyurethane coating. The lining shall be capable of application to 250 mils thickness in one continuous coat. The lining system shall employ a 100 percent solids epoxy primer capable of bonding to damp concrete. The coating material shall be recommended by the manufacturer for use with the following solutions and substances: Solution Acetic Acid Sulfuric Acid Sodium Hydroxide Ammonium Hydroxide Nitric Acid Hydrochloric Acid Soap Detergent (Linear Alkyl Benzyl Sulfonate or LAS) Bacteriological (BOD) Petroleum Oils and Greases Vegetable and Animal Oils Concentration 0.1% 700 PPM *Volumetric percentages of concentrated C.P. grade reagents. The lining shall be colored white or cream. The complete coating shall be impermeable to sewer gases and liquids, and shall be nonconducive to bacteria or fungus growth. The lining shall be capable of being repaired at any time during its life with high -build, 100 percent solids, hand patching kits. All interior surfaces of polyurethane -lined manholes, including grade rings and shelves, shall be coated unless indicated otherwise. The coating shall be applied to a minimum thickness of 125 mils or as noted on the Contract Documents. Application of the lining shall be as specified by the lining manufacturer. - The coating shall be continuous, seamless, and free from any holes or defects. The coating contractor shall spark test the completed lining per application portions of Section 25-6900 of these Standard Specifications, and furnish two plugs to permit measurement of the lining thickness. 33-4 a Only those workers trained by and licensed as installers by the manufacturer shall be used. The Contractor shall take all necessary precautions to prevent the installed coating from being damaged by equipment used in or taken through the Upon completion of the work a .. =_ p p 11 tools and excess material shall be removed and the structure shall be left in a clean and presentable condition. All personnel working in the area shall wear an air support outfit as specified by the coating manufacturer. There shall be no deviation from or exception to this requirement. 33-5000 MANHOLE REPAIR 33-5100 General J The Contractor shall perform all concrete, mortar, gunite, grout and lining repair; installation of new liner, frame and cover; adjustment to grade; and paving as necessary for a complete repair of manholes as indicated on the Contract Documents. All work shall be performed without restriction or interruption of sewer flows. Detailed plans shall be submitted by the Contractor prior to the beginning of construction, showing the type of any proposed or required bypass systems to be used. It is the responsibility of the Contractor to take adequate measures to ensure that no debris is allowed to enter the sewer. If at any time debris does enter the sewer, the Contractor shall clean the sewer to a point downstream as determined by and to the satisfaction of the Engineer. All costs for cleaning the sewer to remove the debris that was allowed to enter the sewer shall be borne by the Contractor. Existing rings and covers shown to be replaced shall be broken and disposed of by the Contractor in the presence of the Engineer. 33-5200 Surface Preparation All interior surfaces shall be water blasted to remove all deteriorated brick, concrete, or any existing coating until a solid structure of brick or concrete is exposed. All grease and attached residue shall be removed during the surface preparation. Water blasting shall be performed with a high-pressure water blaster with an adjustable pressure range of 5000 to 8000 psi. Debris from water blasting shall not be allowed to enter the sewer. 33-5300 Leak Stoppage Prior to the application of the mortar leveling course for any liner, the Contractor shall stop all leaks in the structure. The method for stopping the leaks shall be the Contractor's option as approved by the Engineer. The District shall not be responsible for any method or procedure that fails to stop leaks. 33-5 4 NOTE: SEE DETAIL 5-050 3/3 FOR DIMENSION TABLE. SHT 1 OF 3 COUNTY SANITATION DISTRICTS NO SCALE ORANGE COUNTY, CALIFORNIA PVC - LINED MANHOLE er STANDARD DuGs �+. > > igo FOR SEWERS S r 0 5 4o APPROVED DATE DIRECTOR DF eQIMMINO DATE NOTES: 1O CROWN OF LATERAL SHALL MATCH CROWN OF TRUNK SEWER. 2O PVC TURNBACK OF VCP SHALL BE A MINIMUM OF 6". 3O PVC LINER PLATE SHALL BE HELD TIGHT TO OUTSIDE SURFACE OF VCP BY 1/2" STAINLESS STEEL BAND WITH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURFACES. 4O PREFORMED CORNER WELD STRIP TO BE INSTALLED. O5 INSTALL NON-SKID SURFACE ON COMPLETE MANHOLE SHELF, BOTH SIDES OF MAIN' CHANNEL PER THE STANDARD SPECIFICATIONS. O6 INSTALL 2 PREFORMED CORNER TURNBACKS UNDER FRAME. (7 PVC WELD STRIPS. O COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND PVC LINED. WHERE LINED RCP IS USED, CHANNEL LINING IS TO BE LINED TO THE SAME DEPTH AS THE RCP LINING. O SIDES OF BASE TO BE EITHER FORMED OR POURED NEAT AGAINST UNDISTURBED EARTH. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. 10 MANHOLE SHELVES TO BE SLOPED 4" PER FT. TO CHANNEL. 11 ALL LATERAL INLETS SMALLER THAN 12" DIAMETER SHALL HAVE PVC WELDED GAS FLAPS INSTALLED PER DRAWING NO. S-055. 12 ECCENTRIC CONE TO BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE. ECCENTRIC REINFORCED CONCRETE FLAT TOPS MAY BE USED WHEN APPROVED BY C.S.D.O.C. ENGINEER PRIOR TO THE START OF THE JOB. 13 ALL SHAFT JOINTS SHALL BE TONGUE AND GROOVE TYPE JOINED WITH 1/2" OF MORTAR. STEPS ARE NOT ALLOWED IN ANY MANHOLE. 14 DISTANCE FROM TOP OF CONE TO TOP OF FRAME AND COVER SHALL BE NOT LESS THAN 12" NOR MORE THAN 24". 15 3/4" TO 1"-AC PAVING. VERIFY LOCAL CITY REQUIREMENTS WHICH GOVERN. 16 CONCRETE COLLAR SEE S-055. 17 FRAME AND COVER PER DRAWING NO. S-053 AND S-055. 18 MANHOLE BASE SHALL BE CLASS "A" CONCRETE. SHT 2 .OF 3 L 19 MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 1 r}" ABOVE FINISHED GRADE. 20 ALL MANHOLES SHALL HAVE TWO 5" VCP STUBS INSTALLED AT 90' TO THE MAIN CHANNEL EXCEPT WHERE THE MAIN CHANNEL MAKES A TURN OF OVER 45, . 21 ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE PLUG INSTALLED IN THE BELL END OF THE PIPE AND A BRICK AND MORTAR PLUG IN THE SPIGOT END OF THE CONNECTION TO THE MAIN TRUNK SEWER CHANNEL. ALL VCP CONNECTIONS TO THE MANHOLE BASE SHALL HAVE 2-2' JOINTS. 22 PIPE ABOVE SPRING LINE TO BE REMOVED BY SAW CUTTING. REMOVED SECTION SHALL NOT BE LESS THAN PIPE DIAMETER OR 4' IN LENGTH. 23 INSTALLATION OF P.V.C. LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 25 OF THE STANDARD SPECIFICATIONS OF THE COUNTY SANITATION DISTRICTS OF ORANGE COUNTY. * DENOTES REINFORCED CROSS SECTION +* DENOTES BASE MUST BE REINFORCED CONCRETE PIPE SIZE A B C D 8 "-10" 60" 8: 36" 24" 12"-24" 60" 8 " 36" 24" SHT 3 OF 3 L27"--35" " 8� 36" 32" : -54" �4" '0 36" 48" S- 050 I Cl I 1 " DIA. HOLE 3/4" DIA. HOLE TYP, 3 REQUIRED b NOTE: PLAN SECTION X-X 36" SIZE 40" 38" I I 6" 4„ 35" L4" SECTION X-X 24" SIZE 26" on 24-3/4" 6" 5" 24" 5" 1. 35" MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY MODEL NO. A-1251. NEENA FOUNDRY CO. MODEL R-1739—A OR APPROVED EQUAL. CaNTY SANITATION DISTRICTS ORANGE COUNTY. CALIFORNIA etr ,�j! 'o,j, 1 1 /90 AF£'ROVED DATE o y=l OF ENctNEEpttnc DATE LETTERS 3" HIGH 1-1/2" STANDARD MANHOLE FRAME AND COVER NO SCALE STANDARD DWG S-053 12" MIN. CLASS "S" CONCRETE b 12" MIN. TAT AGGREGATE AS PER PLAN Ir16121wZ1ff"s in, NEW OR EXISTING CONE NOTES: PLAN MANHOLE FRAME AND COVER PER S-053 %3iIr-- TO 1" AC PAVING. VERIFY LOCAL CITY REQUIREMENTS WHICH GOVERN. ---7 CROSS-SECTION 1. ALL AGGREGATE BASE REMOVED SHALL BE REPLACED WITH CLASS B CONCRETE 2. CONCRETE MAY BE CIRCULAR OR SQUARE IN SHAPE WITH A MINIMUM OF 12" BETWEEN EDGE OF CONCRETE AND LIP OF MANHOLE FRAME. 3. MANHOLE MAY BE ADJUSTED TO GRADE USING BRICK AND MORTAR OR PRECAST RINGS. A.C. AS PER PLAN 9" MIN. CLASS "B" CONCRETE COUNTY SANITATION DISTRICTS NO SCALE CJILIFMIA MANHOLE ADJUSTMENT =iy�� Y STANDARD DWG: t i i90 TO GRADE S_ 0 5 5 Na APPROVED DATE ott=Tm of Qwtre3mtNo DATE T—LOCK RIBS OUTSIDE ON THE GAS FLAP. 4" TYP. ALL AROUND b GAS FLAP 4' M.H. SHELF WELD GAS FLAP TO P.V.C. LINER WITH 1" WELD STRIP WELD ALL AROUND POCKET. C = = = =1 L.---}— P. V. C. LINER l 1 /8_"jx 1 " FLAT STEEL BAR SEALED IN PVC VIEW C-C NOT TO SCALE '-A C WELD GAS FLAP TO P.V.C. LINER P.V.C. LINER 2" PLACE LOOSE FITTING P.V.C. WELD GAS FLAP.ON ALL LATERALS W/ r T-LOCK STRIPS TOWARD INSIDE M.H. -EXIST. PIPE 2" WELD STRIP WRAP P.V.C. LINER AROUND V.C.P. AND SEE SECURE WITH STEEL NOTE BAND RING WITH TAKE UP BOLT. I C� , NOTE: FOR INSTALLATION AT EXISTING M.H.. REMOVE INTERFERING CONCRETE AT END OF EACH LATERAL AND EXTEND VCP AS SHOWN. GROUT IN PLACE. EXTEND PVC M.H. LINER OVER GROUT AND INSTALL GAS FLAP AS SHOWN. COUNTY SANITATION DISTRICTS P.V.C. LINER a GAS 0 NGE COU CALIFORNIA Ap er FLAP INSTALLATION 11/90 AT LATERALS APPROVED DATE DIRECTOR OF ENGINEERING DATE NO SCALE STANDARD DUG: S-056 APPENDIX D COUNTY SANITATION DISTRICT OF ORANGE COUNTY PERMIT iA 'U..I 0, S epel,Na Cod/Sr p S'ece 101 GE Co%3 SEWER CONNECTION APPLICATION AND PERMIT COUNTY SANITATION DISTRICT NO. 1 I OF ORANGE COUNTY 10844 ELLIS AVENUE, FOUNTAIN VALLEY, CA 92708 P.O. BOX 8127, FOUNTAIN VALLEY, CA 92728 PHONES:714/540-2910 714/962-2411 APPLICATION (PLEASE COMPLETE ALL FOUR COPIES) APPLICANT (City or Sewering Agency) CITY OF HUNT /�(GT'or-1 BEACH NAME OF TRUNK SEWER CONTRACT NO. •RENRB. dF BUSHAm> TRUNK SEWE2 11-2R-3 LOCATION AND STATUS New STATION NO. STATION NO. ❑ OF CONNECTION: Manhole-ArfPLXD. ��j'}'I Mainhole TYPE AND SIZE OF CONNECTING LATERAL $- I'NCIN V. C . P. TYPE OF --�❑t A Area Development ^ Instructions) LOCATION Single ❑ Development .DEVELOPMENT (See NEW S4Vj(A_ TYPE OF �} IV'I Ir/\TI Domestic Non ❑ (If nondomestic, complete item no. 7) Oomentic WASTE Where the type of waste is other than purely domestic, describe It's general characteristics, estimated quantities, probable peak flow rate, and anticipated constituents of discharge: NOTE: An Industrial Waste Permit may be required. NAME ADDRESS DEVELOPER OR CONTRACTOR. _IT aF NvnrTlN T-a N i3v.Ai1( ConitXAc*+� TELEPHONE CHECK NUMBI'R _OCALSEWER] NG AGENCY COMMENTS: n making this application, applicant acknowledges that any permit issued will constitute a contract, If accepted by applicant, and may be enforced by civil ction at law a /or junction. Applicant acknowledges ownership and agrees to maintain laterals connecting to Districts mainline sewer facilities. lyl I- 6== -65-? 7 Sig ure o Agency Representative Date ERMIT REQUIREMENTS: ALL WORK PE cIrY of f-IvvrlAt(rr•vN sEw /&1 20 vr_M6Arr- PLAeVGa/e CASK Ct"t r>o'-GT- /-i* a 1033 c S D o L S rA,-,cD its PL,A- 4S A-►-+o Srri^-v 4e2_a S P dZI F-t C A n o A, S LA T_?:- S T— 6,0t froA.f - / 9 9 ?o Twen SA rns FAe ,,.,1 o - CS f7 oe I.v spec ru e- ERMIT FEE: Na COS 1 TO C IT'Y or- N • 8 . (FOP- JIQS PECriOA/) istrict Conn. N/i4 To <<n (ho cosr-) Ind. Waste /A PERMIT FOR CONNECTION TO DISTRICT SEWERAGE FACILITIES: NO. Il - 227t PERMISSION TO CONSTRUCT A CONNECTON TO THE SEWERAGE FACILITIES OF THE DISTRICT IS HEREBY GRANTED TO APPLICANT, PROVIDING SUCH CONNECTION IS MADE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS HEREBY APPROVED. THIS PERMIT SHALL BE VOID UNLESS THE WORK HEREIN CONTEMPLATED HAS COMMENCED WITHIN SIX MONTHS OF THE DATE OF THIS PERMIT AS NOTED BELOW. NOTICE MUST BE GIVEN TO THE DISTRICTS ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE COMMENCING OF ANY CONSTRUCTION WORK. VOTE: A COPY OF PERMIT MUST BE AVAILABLE AT CONSTRUCTION SITE AT ALL TIMES. 7 -.2 8- 97 -;;?,- "'.) DATE APPROVED COUNTY SANITATION DISTRICT NO. 2ev. 11/84 SECTION C PROPOSAL for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 30 working days including pipe delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, geotechnical report, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids C-1 PROJECT BID SCHEDULE tem No. st�matc Quantity Item wit i unit pace I written in words Unit Price Extended Amount 1 1511 lin ft Const. 8" PVC SDR-35 sewer & appurtenances per Slit. 6 of 6. @ _/ y� kA_,e_ Dollars Cents $/ Per lin ft 2 153 lin ft Const. 8" VCP sewer & appurtenances per Sht. 6 of 6. / 7_Dollars Cents f $% $�6�PS_ Per lin ft 3 850 lin ft Connect ex. sew. lateral to new main per APWA stds. 222 & 223 @ /tea ��. _ Dollars Cents $ _ $ J 1 oo Per lin ft 4 1 each Conshgje over OCSD 54" sewer per Slit. 5 of 6. @ �— ,_ >✓ !f lY t<C� w� ollars 3 6 k-o " 3 9-6 S�-o $.2k(, kU Sj X >�y�s � ^f 0 _Cents Per each 5 _ 1 100 fin ft _ Abandon ex. sewer & appurtenances in place per plan & specs. @ _.f P 0 __ Dollars $ _z o '—' _ $ � ,� 0©O ALD Cents Per lin ft 6 34 each Abandon ex. laterals & appurtenances in place per plan & specs. /la�lex.1�-- _�� _Cents Per each $ ^ __ 7 3 each _ Abandon ex. manhole in place per plan /& specs. @ / ✓� / 4 �-{�� Dollars $ z5 QQ_ __Cents Per each 8 650 sq ft Remove & replace PCC cross gutter. @ j Dollars- _ so Cents Per sq ft 9 1300 lin ft Remove interfering ex. 8" sewer. @ Dollars $ 5 $ 520 D �_ .. _^_ �_— _Cents Per fin ft 10 I lump sum Bracing of excavation per specs. @ /e py� s Cd.L Dollars $ ('LL_ l 10Cents Per lump surn C-Is PROJECT BID SCHEDULE tem wit i unit price written in words Unit Price xten e Amount Item No. str Quantity 11 1 lump sum Mobili7.ation & demobilization of equipment & materials. J Dollars @ �,n_L1� Gil S' i% y A f 0 Cents $ geQ( 0 $2 Per lump sum 12 1 lump sum Control of traffic per specs. & Traffic Engineer Requirements. @ + t r- r3 u C ,: LL f , j Dollars $ A/ p Cents Per lump sum 13 6 each Remodel ex. manhole including Sancon & core drilling per plan. @,/l. AI 0 Cents Per each $a,4rQ $ 14 4 each f Const. sewer manhole per slit, 6 of 6. @ ;'oV DoiIars Cents Per each $ 5f $fr 15 1 each Remove ex. manhole & appurtenances. @ E'.�/& a 144- ej!�� Dollars $ Z;on _ $ 2 tCZJ[L. A / (3 _Cents Per each 16 1 lump sum Bracing of ex. utilities during construction. @ y r� �c c,� Gr , v� Dollars $ 00 0 $ 3 0 a0 Cents Per lump sum 17 l lump sum Preparation of traffic control plans by a Traffic Engineer. @ 1 �4 /l/1 Dollars AZO Cents $ L�''D-" $ © 0 Per lump sum 18 @ +_ Dollars $ - $ Cents , Per 19 @ Dollars $ $ _ Gents Per C-2s LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class Aa" 6 ��nv►t S��I1 �v►q�'neer�n9 Ibr u4, eA 9 b ra i .9-31 ..r,� Y,�, ��wy, 5�� ayi 9.y34 P"ki oux 6I4 By submission of this proposal, the Bidder certifies: 1. That the Contractor is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange &Lx )A. Wi ll a dS , being first duly sworn, deposes and says that he or she is Ares ► dP V, -� of W i I 1 i DWs ;u12aW Co , the party making the foregoing bid that the bid is not made in the interest of, or on the 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, or 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 data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. BidderName of ?nat�ure of Bidder a3fi iVn Addressof Bidder Subscribed and sworn to before me this /,7 day of lftqW , 199 _e. NOTARY PUBLIC C-4 NOTARY SEAL CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT *w•ssm State of CALIFORNIA County of ORANGE On 3/13/98 before me, D. J. PICARD, A NOTARY PUBLIC OATE NAME. 7171.E OF OFFICER - E.G.. -JANE OOE. NOTARY PUBLIC personally appeared JOHN H. WILLIAMS NAME(S) OF SIGNERS) ® personally known to me - OR - ❑ px�c to be the person(a) whose name(z) is/jmm subscribed to the within instrument and ac- knowledged to me that he/Kix9y executed the same in hisftexl ht+3tiax authorized OFFICIAL SEAL capacity(bs), and that by his/Axxar NOTARY PURL IC -ICACALIFORNIA RD signature(s) on the instrument the person(�s), - COMMISSION #1027571 C or the entity upon behalf of which the ORANGE COUNTY My Commission Exp. May22, 1998 t person(s) acted, executed the instrument. WITNESS my hand an fficial seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL CORPORATE OFFICER PRESIDENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(1ES) WILLIAMS SUPPLY CO., INC. DESCRIPTION OF ATTACHED DOCUMENT NONCOLLUSION AFFIDAVIT TITLE OR TYPE OF DOCUMENT 1 NUMBER OF PAGES 3/13/98 DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave.. P.O. Box 7184 • Canoga Palk, CA 91309-7184 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall.be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: 3 -IAy - Of % C-5 ell`2 a._,; J'. V14 Title • 1 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. 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 )4 No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: -, -' ,�A. ..q � �YQSllit� Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Atert Identification Number: A\yo' S U Contractor OY kck2v2� Title Date: 3 — \ 3—c 19, Note: This form is required for every Dig Alert Identification Number issued by U.SA. during the course of the Work Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name AddressBusiness �Wl u ya eA 93oa3 City, State Zip c 305) 65y - $aoX Telephone Number -�535a2 A State Contractor's License No. and Class Original Date Issued $- 31- gs Expiration Date The work site was inspected byZ,,L of our office on �3 1 ') , 1998. The following are persons, firms, and corporations having a principal interest in this proposal: �l U� �� 1 i I I I �it�►t � �Y �S � (��jil,� �n� ►n �. �j) � � i i ?� `� � r �I C.�.>%)ve5 IG9+P�12'1' C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name of .� � In v� � • ��i i � � � a �NLS Printed or Typed Signature Subscribed and sworn to before me this 12) day of — , 199-% . NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Date Completed Date Completed Contract Amount Type of Work Date Completed C-10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Na 5907 State of CALIFORNIA County of ORANGE On 3/13/98 before me, D- J. PICARD, A NOTARY PUBLIC , OATE NAME, TITLE OF OFFICER - E.G., JANE DOE, NOTARY PUBIC personally appeared JOHN H. WILLIAMS NAME(S) OF SIGNER(S) ® personally known to me - OR - ❑ fum to be the person(s) whose name(y,) is/jwW subscribed to the within instrument and ac- knowledged to me that he%MAgy executed the same in his Ahakx authorized 1 1. OFFICIAL SEAL Capacity(tes), and that by hishbvskhok D. J. PICARD NOTARY PUBLIC - CALIFORNIA signature(s) on the instrument the person(*), D COMMISSION # 1027571 or the entity on behalf of which the to ORANGE COUNTY Y upon WNW EV. Iay'1_w person(s) acted, executed the instrument. WITNESS my hand an official seal. SIG TURF OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL 0 CORPORATE OFFICER PRESIDENT TRLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR Em7Tv(tES) WILLIAMS SUPPLY CO., INC. DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Pad(. CA 91309-7184 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 1 OF 8 2118/94 University of California Main Campus Water Loop Facilities Management Improvements Building 439 FM9204311/986056 Santa Barbara, CA 93106 $736,000.00 Ron Strahl 805-963-9532 Ray Aaronson 11/10/94 City of Pico Rivera Water Capital Improvement 6615 Passons Blvd. Phase VI -A No. 9303 Pico Rivera, CA 90660 $135,000.00 Juan Balanay 310-801-4420 5/17/95 City of Downey Water Valve Water & Sanitation Division Replacement -Phase 1 9252 Stewart & Gray Road $134,250.00 Downey, CA 90241 Gent' Steward 310-904-7202 6/2/95 Bureau of Prisons Site Utilities Fereral Correctional inst. Rehabilitation 1299 Seaside Avenue J148C353 Terminal Island, CA 90731 $1,131,132.00 Mr. Robert Ribail 310/831-8961 Ext. 231 7/18/95 West Basin Municipal Basin Barrier Blending Water District Station, Contract R14 17140 So. Avalon, Ste. 210 $864,000.00 Carson, CA 90746 Chris Anthony 310-640-3738 C/O Montgomery Watson 9/17/95 City of South Gate Water Main Replacement 8650 California Avenue 1994/133-WTR South Gate, CA 90280-3075 $2,027,590.00 Lubomir, Tomaier, P.E. 213-563-9578 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 2 OF 8 9/29/95 Vallecitos Water District Twin Oaks Valley Road 788 San Marcos Blvd. Water Transition Main San Marcos, CA 92069 Pressure Reducing & Metering Station $1,726,440.00 Cheryl Brandstrom 619-744-0460 10/18/95 City of Escondido Citrus Ave. & Reed Rd. 202 North Broadway 18" Water Transmission Main Civic Center Plaza $401,170.00 Escondido, CA 92025 Dan Higbee 619-741-4664 10/20/95 U. S. Army Corps of Waterline (State Tie -In) Engineers Vandenberg Air Force P.O. Box 2711 Base/Solicitation No. Los Angeles, CA 90053-2325 DACA09-93-C-0077 $1,027,871.00 Evan Smith - P.E. 805-734-4670 12/28/95 Los Angeles County City of Lancaster Dept. of Public Works Fern Avenue Ductile 900 So. Fremont, 8th Floor Iron Water Mains Replacement Alhambra, CA 91803-1331 $645,282.00 Immad Abboud 818-458-3104 Tom Reeves 1/1/96 Board of Public Works Unit 12 Northridge Earthquake City of Los Angeles Accelerated Sewer Repair Program 433 South Spring St., Ste 600 $136,044.00 Los Angeles, CA 90013 Doug Irvine 818 756-8768 Jan-96 City of Los Angeles Unit 13 NEASRP $305,907.00 Bernard Gilpin 213 580-1382 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 3 OF 8 Jan-96 Board of Public Works Unit 22 Northridge Earthquake City of Los Angeles Accelerated Sewer Repair Program 433 South Spring St., Ste 600 $394,507.00 Los Angeles, CA 90013 Fred Abdoh 818 756-9435 Jan-96 City of Los Angeles Unit 14 NEASRP $124,079.00 Wayne Schultz 818 756-9101 Jan-96 City of LosAngeles Unit 36 NEASRP $218,584.00 Bernard Gilpin 213 580-1382 Feb-96 City of Los Angeles Unit 61 NEASRP $149,534.00 Wayne Schultz 818 756-9101 Feb-96 City of LosAngeles Unit 41 NEASRP $141,545.00 Phil Brun 818 756-9208 Feb-96 City of Los Angeles Unit 60 NEASRP $179,305.00 Bemard Gilpin 213 580-1382 Mar-% City of Los Angeles Unit 76 NEASRP $101,797.00 Fred Abdoh 818 756-9435 Apr-96 City of La Habra Water Project on Fonda Street 201 E. La Habra Blvd, et.al. La Habra, CA 90631 $342,636.00 Inspector 310 905-9700 May-96 City of Los Angeles Unit 91 NEASRP $100,594.00 Fred Abdoh 818 756-9435 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 4 OF 8 Jun-96 Board of Public Works Unit 81 Northridge Earthquake City of Los Angeles Accelerated Sewer Repair Program 433 South Spring St., Ste 600 Los Angeles, CA 90013 $148,279.00 Bernard Gilpin 213 580-1382 Jul-96 City of Los Angeles Unit 90 NEASRP Sub to Insituform $49,566.00 Fred Abdoh 818 756-9435 Jul-96 City of Los Angeles Unit 96 NEASRP $121,317.00 Hassan Massoud 818 756-9314 Jul-96 City of Los Angeles Unit 48 NEASRP $180,725.00 Bernard Gilpin 213 580-1382 Aug-96 City of Los Angeles Unit 50 NEASRP $145,955.00 Bernard Gilpin 213 580-1382 Sep-96 City of El Segundo installation of 24" Butterfly Values in 350 Main Street El Segundo Blvd. Project #PVM-5 El Segundo, CA 90245 $98,700.00 Inspector 310 322-4670 Sep-96 Sub to Insituform Unit 94 NEASRP Board of Public Works $45,517.00 City of Los Angeles 433 South Spring St., Ste 600 Los Angeles, CA 90013 Brian D. Griffith 213 847-5144 Oct-96 City of Los Angeles Unit 79 NEASRP $119,869.00 Rafael Solorzano 818 756-9312 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 5 OF 8 Nov-96 Board of Public Works Unit 73 Northridge Earthquake City of Los Angeles Accelerated Sewer Repair Program 433 South Spring St., Ste 600 $148,226.00 Los Angeles, CA 90013 Barbara Sherfey 818 756-9436 Nov-96 City of Los Angeles Unit 123 NEASRP $126,268.00 Bemard Gilpin 213 580-1382 Nov-96 City of Los Angeles Unit 129-130 $136,540.00 Enrique Gomez 818 756-9208 Dec-96 City of Los Angeles Unit 28 NEASRP $205,730.00 Enrique Gomez 818 756-9208 Jan-97 City of Los Angeles Unit 138-140 NEASRP $377,149.00 Eric Underwood 818 756-9311 Feb-97 City of Los Angeles Unit 244 NEASRP $179,502.00 Barbara Sherfey 818 756-9436 Mar-97 City of Los Angeles Unit 141-142 NEASRP $87,428.00 Barbara Sherfey 818 756-9436 Mar-97 City of Los Angeles Unit 154 NEASRP $194,675.00 Fred Abdoh 818 756-9435 Apr-97 City of LosAngeles Unit 131-132 NEASRP $178,935.00 Bemard Gilpin 213 580-1382 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 6 OF 8 Apr-97 Sub to Sancon Unit 110 Northridge Earthquake Board of Public Works Accelerated Sewer Repair Program City of Los Angeles $45,517.00 433 South Spring St., Ste 600 Los Angeles, CA 90013 Brian D. Griffith 213 847-5144 May-97 City of Los Angeles Unit 162 NEASRP $265,147.00 W. K. Ajibola 818 756-9440 Jun-97 City of Los Angeles Unit 152-153 NEASRP $477,938.00 W. K. Ajibola 818 756-9440 Jun-97 City of South Gate Sanitary Sewer Replacement Public works Dept Project No. 196 8650 California Avenue South Gate, CA 90280-3075 $284,799.00 Inspector 213 563-9537 Jun-97 Sub to Insituform Repair Sewer Main in Lincoln City of Santa Monica and 11th Courts 1685 Main Street Santa Monica, CA 90401-3295 $213,100.00 Eugenia C Husid Jul-97 Board of Public Works Unit 143-144 NEASRP City of Los Angeles $436,344.00 433 South Spring St., Ste 600 Los Angeles, CA 90013 Ralph Shovlin 818 756-9234 Aug-97 City of Los Angeles Unit 117 NEASRP $226,316.00 Barbara Sherfey 818 756-9436 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 7 OF 8 Sep-97 Sub to Insitufomz Unit 224 Northridge Earthquake Board of Public Works Accelerated Sewer Repair Program City of Los Angeles $65,777.00 433 South Spring St., Ste 600 City of Los Angeles Barbara Sherfey 818 756-9436 Sep-97 Sub to Sancon Fairpark Avenue & Eagle Rock Board of Public Works Boulevard Sewer Replacement City of Los Angeles W.O. E2000836 433 South Spring St., Ste 600 $146,674.00 Los Angeles, CA 90013 Barbara Sherfey 818 756-9436 Sep-97 City of Los Angeles Unit 225 NEASRP Sub to Sancon $256,505.00 Nasser El Sahib 818 756-9439 Oct-97 City of Los Angeles Unit 180 NEASRP $232,774.00 Miriam Schahmoradi 818 756-9439 Oct-97 City of Los Angeles Unit 210 NEASRP $396,746.00 Enrique Gomez 818 756-9208 Oct-97 City of Los Angeles Unit 179 NEASRP $358,111.00 Miriam Schahmoradi 818 756-9439 Nov-97 City of Los Angeles Unit 207 NEASRP $465,542.00 W. K. Ajibola 818 756-9440 Dec-97 City of Los Angeles Unit 147 NEASRP $333,712.00 W. K. Ajibola 818 756-9440 WILLIAMS SUPPLY CO., INC. JOB REFERENCES PAGE 8 OF 8 Jan-98 Board of Public Works City of Los Angeles 433 South Spring St., Ste 600 Los Angeles, CA 90013 Barbara Sherfey Feb-98 City of Los Angeles W. K. Ajibola Unit 193 Northridge Earthquake Accelerated Sewer Repair Program $692,018.00 818 756-9436 Unit 182-183 $564,623.00 818 756-9440 tuy Bid Bond ` SURETY DEPARTMENT AL THE HARTFORD KNOW ALL MEN BY THESE PRESENTS, That we, WILLIAMS SUPPLY CO., INC. as Principal, hereinafter called the Principal, and the HARTFORD FIRE INSURANCE COMPANY a corporation created and existing under the laws of the State of .... ....CONNEC.TI.CUT..................... .. whose principal office is in HARTFORD.,CONNECTICUT as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE TOTAL AMOUNT BID Dollars (S----10%---- ), for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for SEWER RELAY IMPROVEMENT PROJECT CASH CONTRACT NO. 1033 NOW, THEREFORE; -if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. 13TH MARCH 98 Signedand sealed this........................................day of ............................... ................................................................................................... A.D. 19........... �(SEAL) Witness............................................................................................................WILLIAMS SUPPLYCO., INC. ........................................................... (II Individual) (Principal( By..... ..... (SEAL) HN H. WILLIAMS, PRESIDENT (sue) Attest.......................... :.................................................................................... ..........................................................................................................................(SEAL) (II corporation) ............................................................................................................................. (SEAL) Attest............................................................................................................... (Approved by The American Institute of Architects, A.I.A. Document No. A-310, Feb., 1970 Edition) HAR�FRD F ....SUR..A.N....C...E ....C...O...M...P....A...N.Y By ........... L............... (SEAL) TODD M.ROHM,...Att.o.r..n..ey.—..in—.FactTt'at Form S-3266.4 Printed in U.S.A. 12-70 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Na-5907 State Of CALIFORNIA County of ORANGE On 3/13/98 before me, D- J. PICARD, A NOTARY PUBLIC OATE NAME, TITLE OF OFFICER - E.G., -JANE ODE, NOTARY PUSUC- personally appeared JOHN H. WILLIAMS NAME(S) OF SIGNERS) ® personally known to me - OR - ❑ pma to be the person(s) whose name(z) is/ subscribed to the within instrument and ac- knowledged to me that he/stKMeW executed the same in his/Axe Atxaa x authorized t OFFICIAL SEAL -� capacity(tes), and that by his/Amkbe& D. J. PICARD 1A NOTARY PUBLIC - CALIFORNIA signature(s) on the instrument the person(ss), COMMISSION # 71 ORANGE COUNTYor the entity upon behalf of which the My Commission Exp. May 22, 19,. f — person(s) acted, executed the instrument. WITNESS my hand and off' ial seal. t SIGNATUR OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL R2 CORPORATE OFFICER PRESIDENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) WILLIAMS SUPPLY CO., INC. DESCRIPTION OF ATTACHED DOCUMENT BID BOND TITLE OR TYPE OF DOCUMENT 1 NUMBER OF PAGES 3/13/98 DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmei Ave.. P.O. Sox 7184 - Canoga Park, CA 91309-7184 No. 5907 State of CALIFORNIA biAnty. of _oGY_.._- - - On 3/13/98 DATE before me, D.J. PICARD, NOTARY PUBLIC , NAME. TRLE OF. OFFICER - E.G.. "JANE DOE, NOTARY PLNXV personally appeared TODD M. ROHM NAMES) OF SIGNERS) xU personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(p) whose name( isle subscribed to the within Instrument and ac- knowledged to me that he/stuLthW executed the same in hisAgWihnix authorized capacity(, and that by his/kindiMix OFFICIAL SEAL signature(# on the instrument the person, @Mycommjr,sIonE)(p.May22,1c998 D.J.PICARD �, or the entity upon behalf of which the NOTARY PUBuc - CAUFORNIA C orMw ON#IM71E COUNTY C personf) acted, executed the instrument. WITNESS my hand and o ' 'al seal. --)-n SIG"NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TM-E(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSONS) OR ENT"(IES) HARTFORD FIRE INSURANCE COMPANY DESCRIPTION OF ATTACHED DOCUMENT BID BOND TITLE OR TYPE OF DOCUMENT 1 NUMBER OF PAGES 3/13/98 DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 HARTFORD FIRE INSURANCE COMPANY Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents, That the HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint TODDM. ROHM, D. J. FICARD and CATHY S. KENNEDY of ORANGE, CALIFORNL4 its true and lawful Attorneys) -in -Fact, with full power and authority to each of said Attomeys)-in-Fact, in their separate capacity if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, and to bind the HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in-Fact may do in pursuance hereof. This power of attorney is granted by and under authority of the following provisions: (1) By -Laws adopted by the Stockholders of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 9th day of March, 1971. ARTICLE IV SECTION 8. The President or any Vice -President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more Resident Vice Presidents, Resident Assistant Secretaries and Attomeys-in-Fact and at any time to remove any such Resident Vice -President, Resident Assistant Secretary, or Attomey-in-Fact, and revoke the power and authority given to him. SECTION 11. Attomeys-in-Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by any such Attomey-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested by one other of such Officers. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Directors of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 12th day of February, 1993. Resolved, that the signatures of such Officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. In Witness Whereof, the HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice - President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 1st day of May, 1995. Attest; HARTFORD FIRE INSURANCE COMPANY -e4e-�4aoe_ ru ROwd R. Hwmamn STATE OF CONNECTICUT u. Paul L. Marabella COUNTY OF HARTFORD Vice -President On this 1 st day of May, A.D. 1995, before me personally came Paul L. Marabella, to me known, who being by me duly swom, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice -President of the HARTFORD FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. 'g STATE OF CONNECTICUT ,i�i►or�ar " e COUNTY OF HARTFORD } ss J NotaryLblicn H. publWozic k My Commission Expires June 30, 1999 CERT1FtCATE I, the undersigned, Secretary of the HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford Dated the 13TH day of MARCH 19 98 1tu a '� •`~ - Robert L. Post Secretary Form S-3507-9 (HF) Printed in U.S.A. E CCiY E 0 CITY CLERK MIT`{ OF HUNT aC i CN BEACH. CA WILi.iAMS SUPPLY COMPANY INCORPORATED 2368 EASTMAN AVE. #2, VENTURA, CALIFORNIA 93003 CITY CLERK CITY OF HUNTINGTON BEACH 2000 Main St., 2nd Floor Huntington Beach, CA 92648 SEALED BID SEALED BID: Sewer Relay Improvement Project; Cash Contract #1033 3-24-98 2:00 PM r SECTION C PROPOSAL for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE b CASH CONTRACT No.1033 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 30 working days including pipe delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, geotechnical report, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids C-1 and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find 0/l > 75BAfD in the amount of $ 1C'26 which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: b Addenda No. Date Received Bidder's Signature C-2 PROJECT BID SCHEDULE tem No. -E—stimated Quantity Item with unit price written in words Unit Price Extended Amount 1 1511 lin ft Const. 8" PVC SDR-35 sewer & appurtenances per Sht. 6 of 6. @ Ah e AW&-,p Dollars /l/O Cents $ $ 4 Per fin ft 2 153 lin ft Const. 8" VCP sewer & appurtenances per Sht. 6 of 6. 4- 4147PK t>—770(7/i7?1 Dollars @ 4f�L $ !�• $ 0 ��qO /1�0 Cents Per lin ft 3 850 lin ft Connect ex. sew. lateral to new main per APWA stds. 222 & 223 @ �ltJ977� ✓-� Dollars ND Cents Per fin ft 4 1 each Const. manhole over OCSD 54" sewer per Sht. 5 of 6. @ C��y&� c, L�,�JC�� Dollars Q $-/OGiP- $ �G� / /VO Cents Per each 5 1100 lin ft Abandon ex. sewer & appurtenances in place per plan & specs. @ � e- %�7%-7it— 4 �2 Dollars $ $ N D Cents _/ Per lin ft 6 34 each Abandon ex. laterals � & appurtenances in place per plan & specs. @ 6/h2 ��lF� Dollars $ $ A/O Cents Per each 7 3 each Abandon ex. anhole in7place -per plan & specs. @�/ H!� Dollars $ y $ �7l1 NO Cents Per each 8 650 sq ft Remove & replace PCC cross gutter. —AV7X� -4-nS Dollars $ • '� $ �700. AID t�y/T S Cents Per sq ft 9 1300 fin ft Remove interfering ex. 8" sewer. @ —!>C��7i1.�71 S Dollars $ ? $ DD. ,4/y - /V D Cents Per lin ft 10 1 lump sum Bracing of excavation per specs. @ 7E� Dollars ODO. $ �V, DD p- ,4-AJ 7-:> AID Cents Per lump sum C-1s PROJECT BID SCHEDULE Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 11 1 lump sum Mobilization & demobilization of equipment & materials. @ Dollars $ 4-y/-Z> Alo Cents Per lump sum 12 1 lump sum Control -off traffic per specs. & Traffic Engineer Requirements. @ /wD bil'f/s ib �P' U- Z-5 Dollars $ L,4WO. $ 2apw C7UTS Cents Per lump sum 13 6 each Remodel ex. manhole including Sancon & core drilling per plan. @ C� fe Ozlfr io�� %� V� _d ollars $ $ %TOQD- .4-" P Ji% Cents Per each 14 4 each Const. sewer manhole per sht. 6 of 6. @ ode 4V%'e>•}5�tars $ 2 5AD. $_ O DOD —Pr7-t A4-x-S /�'7V7-> AIV Cents Per each 15 1 each Remove ex. manhole & appurtenances. @ � /JZW-1�ZE`a �T�• Dollars LW-/-:) 'V?� Cents $ �J�D• $ Per each 16 1 lump sum Bracing of ex. utilities during construction. @ ��/1Z� '7DUS�7✓7 Dollars $ �ODC- ? $ 4T%-72 /V b Cents Per lump sum 17 1 lump sum Preparationoftraffic control plans by a Traffic Engineer. @ l7�'¢5,4-•-1c7 �id� Dollars $ $ 7eUAN S -- NO Cents Per lump sum ' 18 @ Dollars $ $ Cents Per 19 @ Dollars $ $ Cents Per Total Amount Bid in Figures: $ 0/053p• Total Amount Bid in Words: �t �l ✓ `12M.E' `r74(7 /L -Rr-- .4 ai S A-) �A o C-.ew r- s C-2s LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class C.tAhly 5&1 / �uG i�� art . �u.,r�H may-" N 4 Al ,a By submission of this proposal, the Bidder certifies: 1. That the Contractor is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Qtxge- f ax_ "all" , being first duly sworn, deposes and says that he or she is of X 14 //c, 13i2os . —7 c , the party making the foregoing bid that the bid is not made in the erest of, or on the 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, conniv'ed, 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, or 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 data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. itil4 c �205 , � L Name idder Signature of Bidder /284, E. C' A- . 157-"S 64 Address of Bidder fcjop� Subscribed and sworn to before me this "7� day of n'i'4xax , 199i' . I1072621 `�: Country Nov 1,19W NOTARY PUBLI a4j- NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall.be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: C-5 ContrdeAW By Title DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. 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 0 No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: C-7 /-1-4 16W L5 ContracAdr By -- Title UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alyert Identification Number: ContrautW Title Date: 12-q ),qg' Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder / 2 g �, ,r" . C,4-Z- A-r/eXAt-,S; Business Address City, State Zip Telephone Number 52g %0 / 4 State Contractor's License No. and Class 4t1--56 Original bate I 1 i ssued 4/50 11415 The work site was inspected by >6& of our office on �/.�nu/ , 199& The following are persons, firms, and corporations having a principal interest in this proposal: /-/,a fic.,v 5-e as • i -)Ric . -fT-yl.T7f-�✓ �iid •/G1'c/ `- �—S I '7�fT C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. ame Printed or Typed Si Subscribed and sworn to before me thiQday of M A.CW , 199? . :b NOTARY PUB, Co tanow np��i11 ft"o— Cdftwft t" CGUMV MyCOMM. NOV 1."" NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past twooJ years: f i A f�7 r t� &✓W Name And Address of Public Agency 2. 3. Name and Telephone No. of Project Manager: < � �w.4�S �/�-765- zly0S oke Contract Amount 1A A Name and ddress of Agency Type of Work /711?4�� 1lax,+-4 Completed C . Name and Telephone No. of Project Manager: Ail is -mil Sr 7100 - 2 �2 - 2 34, 0- o� 00c. h%4-ri5F� Contract Amount >> Type of Work Date Completed av 07�- Ls Name and Address of Public XR6ncv JLW�� (f4 Name and Telephone No. of Project Manager: Contract Amount Type of Work C-10 Date ULICO CASUALTY COMPANY BID BOND PUBLIC WORK KNOW ALL MEN BY THESE PRESENTS, that we MAJICH BROS., INC. as Principal, hereinafter called the Principal, and the ULICO CASUALTY COMPANY, a corporation duly organized under the laws of the State of Delaware as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE TOTAL AMOUNT OF THE BID------------------------------------------------------------------------------------------------------------------- Dollars ($ 10 % ) for the payment of which sum well and truly to be made, as the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted a bid for SEWER RELAY IMPROVEMENT PROJECT - CASH CONTRACT NO. 1033 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 20TH day of MARCH 1998 (Witness) 402 9195 MAJICH BROS., INC. STATE OF California COUNTY OF Orange MARCH 20, 1998 PERSONALLY APPEARED SS. before me, Mary J. Stelzer, Notary Public Philip E. Vega personally known to me to be the person(j) whose name([) is subscribed to the within instrument and acknowl- edged to me that heft executed the same in his/ authorized capacityUnt and that by hiss( kgImsignature" on the instrument the personft or the. entity upon behalf of which the person(I) acted, executed the instrument. WITNESS my hand and official seal. Signature V"' OPTIONAL V t;;, •. MARY J. STELZER COMM. #115SI374 '• NOTARY PUBLIC-CALIFORNIA ORANGE COUNTY ► My Comm. Expires OCT. 24, 2001 N V This area for Official Notarial Seal Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLES) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL 1i ATTORNEY -IN -FACT ❑ TRUSTEE(S) 17. GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) ULICO CASUALTY COMPANY DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 1D-OF] Re` °; ALL-PURPOSE ACKNOWLEDGEMENT ULICO CASUALTY COMPANY I I I Massachusetts Avenue, N.W. Washington, DC 2(W 1 243 ■ ■ ■ ■ ■ POWER OF ATTORNEY Know All Men By These Presents: That Ulico Casualty Company, A Delaware Corporation, having its principal office in Washington, DC, pursuant to the following resolution, adopted by the Board of Directors of the Corporation effective on the 28th day of January, 1993: RESOLVED: "That the Chairman and Chief Executive Officer be, and hereby is, authorized to execute Powers -of --Attorney, qualifying the attorney named in the Powers -of --Attorney to execute on behalf of the Corporation contract bonds and other related surety bonds, and to attach thereto the corporate seal of the Corporation, in the transaction of its surety business." RESOLVED: "That the signatures and attestations of such officers and the seal of the Corporation may be affixed to any such Power -of -Attorney or to any certificate relating thereto by facsimile, and any such Power -of -Attorney or certificate bearing such facsimile signatures and facsimile seal shall be valid and binding upon the Corporation when so affixed with respect to any contract bond or other related surety bond to which it is attached." This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT. Philip E. Vega and Julie M. Mattera, of Sullivan & Curtis Insurance Brokers, of Irvine, in the State of California, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Contract bonds and other related surety bonds: IN AN AMOUNT NOT TO EXCEED THREE MILLION ($3,000,000.00) DOLLARS; to bind Ulico Casualty Company thereby as fully and to the same extent as if such bond was signed by the duly authorized officers of Ulico Casualty Company, and all the acts of said Attorney(s)-in-Fact pursuant to the authority herein given are hereby ratified and confirmed. In Witness Whereof, Ulico Casualty Company of Dover, Delaware, has caused this Power of Attorney to be signed by its Chairman and Chief Executive Officer and its Corporate seal to be affixed this 15th day of February, 1997. This Power of Attorney is void unless the seal is readable, the text is in black ink, the signatures are in black ink, this notice is in red ink, and if attached to a document executed subsequent to January 1, 1999. Ulico Casualty Co y A rY /�'' District of Columbia ss: SEAL Robert A. Georgine, Chairman and C e Executive Officer On this 15th day of February, 1997, before the subscriber, a Notary Public of the District of Columbia, duly commissioned and qualified, came Robert A. Georgine of Ulico Casualty Company to me personally known to be the individual and officer described therein, and who executed the preceding instrument and acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in the preceding instrument is now in force. In Testimony Whereof, 1 have hereunto set my hand, and affixed my official seal at Washington, DC the day and year above written. r' z F9 / NOTARY By: / Pgbliq PUBLIC m ustic@ Lea r9�roFCo�J� Ex NOW fission pires March 31, 200i CERTIFICATIOAAr 1, Joseph A. Carabillo, Assistant Secretary of Ulico Casualty Company of Dover, Delaware, do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct, and that both the Resolution and the Powers of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seal of the corporation this 20 day of MARCH 1998 5�� r� fj'°PVOq� CO L / ( SEAL `> By: Z) Josep . Carab o, Assistant Secretary O Y)9 W Ett UCB-102-POA1 (09/94) r %WQJ 1 J®S ®�~ � l2ffi E. 40 ULICO CASUALTY COMPANY BID BOND PUBLIC WORK KNOW ALL MEN BY THESE PRESENTS, that we NFL CONSTRUCTION as Principal, hereinafter called the Principal, and the ULICO CASUALTY COMPANY, a corporation duly organized under the laws of the State of Delaware as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE TOTAL AMOUNT OF THE BID------------------------------------------------------------------------------------------------------------------- Dollars ($ 10% for the payment of which sum well and truly to be made, as the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted a bid for SEWER RELAY IMPROVEMENT PROJECT NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 23RD day of MARCH, 1998. (Witness) 4029195 NFL • ;l ,' (Principal) (Seal BY or ot �a W-A) ULICO CASUALTY COMPANY BY PAUL S. DITO ATTORNEY -IN -FACT I STATE OF CALIFORNIA ) COUNTY OF SAN BERNARDINO ) On March 23 - 1998 before me- J. Aburto Notary Public, personally appeared, Paul S. Dito personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is N • �7[N��i r1,�u� � : i�•�e��l ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLES) ❑ PARTNER(S): ❑ LIMITED ❑ GENERAL El ATTORNEY -IN -FACT ❑ TRUSTEE(S) 0 OTHER: subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. S gna re of Notary TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES March 23 1998 DATE OF DOCUMENT ULICO CASUALTY COMPANY III Massachusetts Avenue, N.W. Washington, DC 2"1 037 ■ ■ ■ ■ ■ POWER Of ATTORNEY Know All Men By These Presents. That Ulico Casualty Company, A Delaware Corporation, having its principal office in Washington, DC, pursuant to the following resolution, adopted by the Board of Directors of the Corporation effective on the 28th day of January, 1993: RESOLVED: "That the Chairman and Chief Executive Officer be, and hereby is, authorized to execute Powers -of -Attorney, qualifying the attorney named in the Powersof-Attorney to execute on behalf of the Corporation contract bonds and other related surety bonds, and to attach thereto the corporate seal of the Corporation, in the transaction of its surety business." RESOLVED: 'Tftat the signatures and attestations of such officers and the seal of the Corporation may be affixed to any such Power -of -Attorney or to any certificate relating thereto by facsimile, and any such PowerofAttorney or certificate bearing such facsimile signatures and facsimile seal shall be valid and binding upon the Corporation when so affixed with respect to any contract bond or other related surety bond to which it is attached.' This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT. Paul S. Dito of Ulico Standard of America Casualty Company, of Chino, in the State of California, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Contract bonds and other related surety bonds: IN AN AMOUNT NOT TO EXCEED THREE MILLION ($3,000,000.00) DOLLARS; to bind Ulico Casualty Company thereby as fully and to the same extent as if such bond was signed by the duly authorized officers of Ulico Casualty Company, and all the acts of said Attorney(s)-in-Fact pursuant to the authority herein given are hereby ratified and confirmed. In Witness Whereof, Ulico Casualty Company of Dover, Delaware, has caused this Power of Attorney to be signed by its Chairman and Chief Executive Officer and'its Corporate seal to be affixed this 1st day of April, 1997. This Power of Attorney is void unless the seal is readable, the text is in black inky the signatures are in black inky this notice is in red ink, and if attached to a document executed subsequent to January 1, 1999. (Aco Casualty mpajj� A 'SEAL' District of Columbia ss:i SEAL Z� By; u �� fhAW'p j 71umbia, rt A. Georgine, Ch irman and f Executive Officer On this 1st day of April, 1997, before the subscriber, a Notary Public of the District of duly commissioned and qualified, came Robert A. Georgine of Ulico Casualty Company to me personally known to be the individual and officer described therein, and who executed the preceding instrument, and acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in the preceding instrument, is now in force. In Testimony Whereof, I have hereunto set my hand, and affixed my official seal at Washington, DC the day and year above written. Ti 1 9 � NOTARY By: A otary Public °r PUBLIC s r�OTOF GOOt8ry Public, District of Uumbis CERTIFICATION My ► ssiot► Expires %rah 31, 2.1 1, Joseph A. Carabillo, Assistant Secretary of Ulico Casualty Company of Dover, Delaware, do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct, and that both the Resolution and the Powers of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seal of the corporatiopAis 23 rd day of March 199 8 . A TY f - SEAL By. oseph A Carabillo, Assistant Secretary UCB-102-POA1 (09/94) 1�R8 MAR 2 tt P 12: 35 MAR 20 Pr2- 3 NFL CONSTRUCTION General Engineering Contractors 1532 Ranchero Drive Oceanside, Calif. 92057 619-945-6701 FAX 619-945-1847 G% O //v' Ai ry) /0' Sea Cx TO. ��a r ��eh f o F" !�f c d✓os'I%S SECTION C PROPOSAL for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 30 working days including pipe delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, geotechnical report, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids C-1 PROJECT BID SCHEDULE Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 1 1511 lin ft Const. 8" PVC SDR-35 sewer & appurtenances per Sht. 6 of 6. @ 51X14, Dollars Cents Per fin ft $ C��o $ 2 153 lin ft Const. 8" VCP sewer & appurtenances per Sht. 6 of 6. @ 3 /Xf C Dollars 0 $ �D�O $ f/ Cents Per lin ft 3 850 Un ft Connect ex. sew. lateral to new main per APWA stds. 222 & 223 @ ,rfv enC. Dollars $ �/ $ i gS© °= rl o Cents Per fin ft 4 1 each Const. manhole over OCSD 54" sewer per Sht. 5 of 6. @ jVe/✓e f��i�uno( Dollars 174 Cents $ �Atoa d Z° $ b/0001 Per each 5 1100 fin ft Abandon ex. sewer & appurtenances in place per plan & specs. @ Tt°✓1 Dollars $ h Cents Per fin ft 6 34 each Abandon ex. laterals & appurtenances in place per plan & specs. @ -talc' h u n di t/Dollars $ fob ao eo— $ �/ fm n O Cents Per each 7 3 each Abandon ex... manhole in/ place per plan & specs. @ l tyC f`hvuS an of Dollars $ �ObGG> h 0 Cents Per each 8 650 sq ft Remove & replace PCC cross gutter. @W$�yC Dollars a0 $ $ toll no Cents Per sq ft 9 1300 lin ft Remove interfering ex. 8" sewer. @ Dollars $ /V sc $ /3, 0005f p Cents Per lin ft 10 1 lump sum Bracing of excavation per specs. / J a 5zV cA 4) )(Nt, 4.1761 ✓e Lt Dollars $ 5od f r/ $ {i 5 h 0 Cents Per lump sum C-Is PROJECT BID SCHEDULE Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 11 1 lump sum Mobilization & demobilization of equipment & materials. @ 41d t4oysa,,d Dollars $ 11,, 7,,000--fr $ �/ Cn Qd� 6 h p Cents Per lump sum 12 1 lump sum Control of traffic per specs. & Traffic Engineer Requirements. @ -Five tA. 's."d _ Dollars $ Y0000 $ hy Cents Per lump sum 13 6 each Remodel ex. manhole including Sancon & core drilling per plan. I Ulm T h p U 5'a.n @ � Dollars $ G Z f700' a $ c� h © Cents Per each 14 d each Const. sewer manhole per sht. 6 of 6. @ wC �oy3�+.tgr Sevth 41, ollars $ %fir 100 $ /Q rdo e Cents Per each 15 1 each Remove ex. manhole & appurtenances. uri rt @ Pd Dollars $ I S'qO $ i SQO i �? Cents Per each 16 1 lump sum Bracing of ex. utilities during construction. @ 7 Dollars $ 5 db6 $ h Cents Per lump sum 17 1 lump sum Preparation of traffic control plans by a Traffic Engineer. @ � � fttd;,j'4nu% at h✓.,,� ollars $ ; S"vd°� $ ��! t00 L 11© Cents Per lump sum 18 @ Dollars $ $ Cents Per 19 @ Dollars $ $ Cents Per Total Amount Bid in Figures: $ -2,Y34 60C, 5--0 _ Total Amount Bid in Words: 7—wo i v A d o-t4 4r/—t-/—re—c _ H eo ,s 4 fl Sim vndr .3"iX' a!/�2�' � �z�cd� ifs e /'S• � C-2s and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find 15", dt✓S P ync in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: b Addenda No. Date Received Bidder's Signature C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class e . / n :.Tet r /'rs 74vn din ., Ac h �j , / 3%"y/ 7 �Rcti+k+µ71 71 2:;; /and Ce— cre7t 6-,-71, 3' y� `% (/6, D t✓ G� . / 7(0 / > A ya 4t; /' ,/ / b By submission of this proposal, the Bidder certifies: 1. That the Contractor is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County A:01� 4n - LO )yq*�4�Pr t �duly, sworn, eposes d. says that he or she is of N / L CIO toeGIC e party making the foregoing bid that the bid is not made in the interest of, or on the 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, or 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 data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. :v Name of Bidder O'��t ighature of Bidder Address adder !F 2 Q s-77 Subscribed and sworn to before me this Z 4ay of /%1 eZ-j , 199 0 KIMBERLY ME Comm #10"109 n �p NOTARY PUSUC-CAUFORNIA H 0 SAN DEW COUNTY ,ni�� /' J My Comm Exp. Nov. 3.1998 NOTARY PUBLIC �U i """• NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall' -be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: Contractor 10-2 Title C-5 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the Al operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall, be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: 3 /2-3 / 9 f C-s AlrL CphS�YvC�jp/J Contractor Ncal F By Title Oxin.e✓ DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. 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 rA No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 • COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: 3 12,-3 p q f C-7 Contractor Aka. Zo IU414 By Title UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Title Date: c? Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: NFL 69n5fru C;+Io n Bidder Name k6t n C 4,era fir/ V-t Business Address ortun5idr- C4 1905-7 City, State Zip � 7( 9 - (0 0 � Telephone Number �5-��7� State Contractor's License No. and Class Original Date Issued W-lo /? i Expiration Date The work site was inspected by 4v 4"1 of our office on � ao � , 199 0� The following are persons, firms, and corporations having a principal interest in this proposal: Altal Zo a h✓a ry & C-9 • The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bidder l r. /0frghe-AI'. Printed or Typed Subscribed and sworn to before me this i day of , 199` . b NOTARY PU13LIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. 1111kATS4 #'C At" 4 4 //OV/,r11 k'a a.c . 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency zn Type of Work Name and Telephone No. of Project Manager: Contract Amount Type of Work C-10 Date Completed Date Completed Date Completed Y NFL CONSTRUCTION 1534 RANCHERO DRIVE ♦ OCEANSIDE, CA 92057 Phone (760) 945-6701 ♦ Fax (760) 945-1847 March 23, 1998 RE: Business References CLIENT SCOPE OF WORK POINT OF CONTACT National Park Service Water System Rehabilitation Tekla Vines-(707) 464-6101 City of Atascadero Storm Drain Improvements John Neil-(805) 239-3127 Eastside Water District Water System Upgrade Jim Curry-(714) 893-7346 National Park Service Storm Drain Improvements Frank Smith(415) 602-8522 x 240 National Park Service Upgrade Water System Teresa Fisher-(415) 427-1338 Department of Navy Sewer/Water Replacement Tony Billingham-(619) 545-8038 Rossetti Development Sewer/Water/Storm Drain Mario Rossetti-(909) 947-3883 Department of Interior Water System Dick Shannon-(702) 293-8912 Kirkley Development Sewer/Water Bill Kirkley-(909) 794-6762 California License # 255273 SECTION C PROPOSAL for the SEWER RELAY IMPROVEMENT PROJECT from PORT CLYDE DRIVE BETWEEN CAPE MAY LANE AND ROCKPORT LANE, AND ROCKPORT LANE FROM PORT CLYDE DRIVE SOUTH, AND WOODSHOLE DRIVE BETWEEN ROCKPORT LANE AND JONESPORT LANE, AND JONESPORT LANE BETWEEN MELINDA CIRCLE AND CAPE MAY LANE AND ALLISON DRIVE EAST OF JONESPORT LANE CASH CONTRACT No. 1033 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 30 working days including pipe delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, geotechnical report, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids C-1 and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Li 11>vER'S /D `/ O-f Accompanying this proposal of bid, find -0 0OJ7 in the amount of $ RMWN7 3i4 which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature C-2 PROJECT BID SCHEDULE Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 1 1.511 lip ft Const. 8" PVC SDR-35 sewer & appurtenances per Sht. 6 of 6. @ &,& #,OabR.,&d _rwrA1TV Fi VG Dollars $ / Z.S. #V $ 8 S Ale Cents Per lin ft 2 153 lin ft Const. 8" VCP sewer & appurtenances per Sht. 6 of 6. @ fJooy ifyyDQEO Tw&wTY .s6AeA1 Dollars $ 12-7 X $ /9 A, 0 Cents Per lin ft 3 850 lin ft Connect ex. sew. lateraltonew main per APWA stds. 222 & 223 @ -fw&i Dollars $ 'lS $ zl, 25�. A/D Cents Per lin ft 4 1 each Const. manhole over OCSD 54" sewer per Sht. 5 of 6. @- /WfL✓-S Z!!D?1 ma S►X ffvs+ngcp rifyfDollars $ /2., bSd,Oa $ /Z, bSO.O'B Ala Cents Per each 5 1100 lin ft Abandon ex. sewer & appurtenances in place per plan & specs. @ X cc Dollars $ $ 1300.Ob A/o Cents Per lin ft 6 34 each Abandon ex. laterals & appurtenances in place per plan & specs. @ 77//4-rY" Dollars $ 3a. GD $ /, DZD. 00 /✓o Cents Per each 7 3 each Abandon ex. manhole in place per plan & specs. @ TH zcz: D,t.EO Dollars $ . 4V $ 2,0 & 0D A14? Cents Per each 8 650 sq ft Remove & replace PCC cross gutter. @ SCII.-Al Dollars $ % $ SSD. 09 Na Cents Per sq ft 9 1300 lin ft Remove interfering ex. 8" sewer. @ �On/E Dollars $ / $ / 3 &0.00 A14 Cents Per lin ft 10 1 lump sum Bracing of excavation per specs. @ 71 R-E E' IYM5,,6MO Dollars $ - 4-.00 = $S.664.00 Nd Cents Per lump sum C-1s PROJECT BID SCHEDULE MZETEstimated No. I Quantity I Item with unit price I written in words Unit Price Extended Amount 11 1 lump sum Mobilization & demobilization of equipment & materials. @ '%; A/ 7'f/0Tl3An/b Dollars $ /D o0'0.00 $ A14 Cents Per lump sum 12 1 lump sum Control of traffic per specs. & Traffic Engineer Requirements. @ Fe m -t 7N0 us l A/D Dollars $ 410 #. dV $ 00. e0 A10 Cents Per lump sum 13 6 each Remodel ex. manhole including Sancon & core drilling per plan. @ ONr 7Af& SA v,6 SI X /IVA46"D Dollars A4 Cents Per each $ to bUll.OV $ 14 A each Const. sewer manhole per sht. 6 of 6. @ 7rNadc 7A_1mSAAdD^% NrrA.DRED f f 7f Dollars A' Cents $ 3�? 50. Q6 $13�dd/. DO Per each 15 1 each Remove ex. manhole & appurtenances. @ 7t dys AA/ aU Dollars $ / 0 .00 $ ,. 0", " Ald Cents Per each 16 1 lump sum Bracing of ex. utilities during construction. @ P-I✓C ifuAv02E'O Dollars $ S-00. !10 $ 5-4". 00 /✓o Cents Per lump sum 17 1 lump sum Preparation of traffic control plans by a Traffic Engineer. @ dA/6 7iyaysr,vp F ug &Ar&2 jp Dollars $ !, SOTJ. !ia $ Al, Cents Per lump sum 18 @ Dollars $ $ Cents Per 19 @ Dollars $ $ Cents Per Total Amount Bid in Figures: $ 2..9 S Y7 6. O D Total Amount Bid in Words: -r&ja YaAjo i _, .0 Ah m T'�F tA-, TmdyssgAZ 4AJ4 d C£N'TS C-2s LIST OF SUBCONTRACTORS w In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class M. f{, I.DA/S7Ctl�tMl 1 YvI-AmD ,oA1&4eTm- GA17EAPR/SES., Nc. 2y3 Rv+3/Dev Bi.LD IP►ut�2s/ t �R .2So #7& //0 cy2 M. H. Lw Ark J4MCdAlENb/NE��Q�Nb-� /NG, ref zrw&l ✓eE hA.. 1J.M71,veT&✓ *" CA W49 731797 4 b By submission of this proposal, the Bidder certifies: 1. That the Contractor is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of aJl subcontracts entered into and bonds furnished by subcontractor for this project. C-3 • NONCOLLUSION AFFIDAVIT " TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Q 1 _0 l,{-jb R.i1 IC , being first duly sworn, deposes and says that he or she is P20S10 e'jo'T of P£-fc2 G_..DAUIp Co., JPjn . the party making the foregoing bid that the bid is not made in the interest of, or on the 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, or 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 data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. R-rep- C. 6,�,jIp CD., Jim. Name of Bidder X Signature of Bidder 136101 N Ee...1+16P I tJT.. GA 2 Dcj,.S (tggjL,1 q 2$ w 3 Address of Bidder Subscribed and sworn to before me this day of /ram ; 199'�F NOTARY PUBLIC C-4 PATRICIA RUIZ COMM. # 1127157 C NOTARY PUBLIC • CALIFORNIA ORANGE COUNTY MY Conn. E*a Fekuap 14. 2M NOTARY SEAL UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SEWER RELAY IMPROVEMENT PROJECT; CC-1033, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the b operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall_be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date: -S fZy I I % C-s PE I ER C..Da�l� Contractor x � By Pa. Es 10 T Title 14 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. 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? 0 Yes 9 No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE . Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: 212.4 J lit C-7 Contractor LIZ Pass iD001- Title AA0A UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor ,2.ES I OE.1J `"r Title Date: 3/2y I qT Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 f BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: P,5T;F-K C. -6801.0 Op.. I m e— Bidder Name 13,41 K)CWHOPC . Business Address 6-Acbo .xs G9-�s CA 52 gg3 City, State Zip ( IN ) 537 1570 Telephone Number sgy2r157- -A State Contractor's License No. and Class Original Date Issued 1 13112000 Expiration Date The work site was inspected by N%j iD Ch oa-AI - of our office on 3 / 20 , 199 8. The following are persons, firms, and corporations having a principal interest in this proposal: 1'E'TEQ 6. DAQ ►Do 6' .. Iu c . .Dflv j0 - , C-9 a The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, " financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. It Pr- T1:R 1.0 �., INC-. Company Name Si2natur of Bidder Printed or Typed Signature Subscribed and sworn to before me this day of PATRICIA RUIZ it ry) comm. 11127157 C s NOTARY PUBLIC • CALIFORNIA N ORANGE COUNTY E Fabruary 14, 2001 NOTARY PU$LI^ NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. �1-rq o-F -Aw*�aisiEMI - Po. Box 3222o AuAtti-:lm, CA 92203 Name and Address of Public Agency Name and Telephone No. of Project Manager: MIz. &'JC 0E-1-.S613 114 6 b5" S19 b Contract Amount Type of Work Date Completed 2. C I -r H o-P Lbs -A W &r L.ES - J, a 5. Sfq.1,j L,-*JQD, Las-A>�tl.�sF 6k 9 0*1 � Name and Address of Public Agency Name and Telephone No. of Project Manager: Mk. _QflvL (7601OCZ. 2131?IV 7 94 SS $ Liwl, I21. oo SEwm (MPRtn emeo—I 2-/11 % Contract Amount Type of Work Date Completed 3. CI'TJ of Los -&ta6,e ,zS - (�Sd S. 5M*jh: �T. �qap� Los A1,)&CLCs, 4% 4001.4 Name and Address of Public Agency Name and Telephone No. of Project Manager: Mit. DAa (!OMMOQE A131817 6-091 * 3 S 7, R as. oro So-t2 i mpae l-isio—+ '7 /9 b Contract Amount Type of Work Date Completed C-10 PREMIUM -NIL Bond No. 7279405 G;M AVEMCM INSIIMWCE CWFAW KNOW ALL MEN BY THESE PRESENTS, that we, PETER C. DAVID CO., INC. as principal, and the GREAT AMERICAN INSURANCE COMPANY, a corporation existing under the laws of the State of Ohio, having its Administrative Office at 580 Walnut Street, Cincinnati, Ohio 45202, as surety, are held and firmly bound unto, CITY OF HUNTINGTON BEACH as obligee, in the penal sum of TEN PERCENT OF AMOUNT BID DOLLARS (S 10% ), lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed, and dated this 17TH day of MARCH 19 98 WHEREAS, the said principal IS herewith submitting A proposal for SEWER RELAY IMPROVEMENT PROJECT NOW, THEREFORE, the conditior of this obligation is such that, if the said principal shall be awarded the said contract, and shall within SIXTY ( 60 • ) days after receiving notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount .,e in excess of the former; but in no event shall the liability hereunder exceed the penal sum hereof. PETER . D ID CO. BY: b i - P s�ce►sT mncFva! GREAT !k.MERICAN INSURANCE COMPANY By DAVID L. CULBERTSON Attnnuvin-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF ORANGE On 3-17-98 before me, LEXIE SHERWOOD - NOTARY PUBLIC personally appeared DAVID L. CULBERTSON personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNE my hand d official seal. LExie Shenvood 3 Comm. #1148920 NOTARY PU3LIC • CALIFORNI ORANGE COUNTY (1 Si a ure of otary Public a Comm. Exp. July 27.2001 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. DESCRIPTION OF ATTACHED DOCEWENT BID BOND TZTbE OR TYPE OF DOCUMENT NUMEZR OF PAGES 1 HATE OF DOCUMOff 3-17 - 9 8 CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE (S) ❑ PARTNER(S) ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ OTHER: SIGNER IS REPRESENTING: GREAT AMERICAN INSURANCE COMPANY NAME OF PERSON(S) OR ENTITY(S) GUM ANERICAN INSURANCE COMPANY 580 WALNUT STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than No. 0 13630 SIX POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney -in -fact, for it and in its name, place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power DAVID L. CULBERTSON DIANA LASKOWSKI ALL OF ALL LINDA L. CULBERTSON KAREN CHANDLER ANAHEIM, UNLIMITED CHARLES L. FLAKE R.A. COON CALIFORNIA This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 22nd day of June , 1995 Attest STATE OF OHIO, COUNTY OF HAMILTON — ss: GREAT AMERICAN INSURANCE COMPANY On this 22nd day of June, 1995 , before me personally appeared GARY T. DUNBAR. to me known, being duly sworn, deposes and says that he resided in Cincinnati, Ohio, that he is the President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated March 1, 1993. RESOLVED: That the Division President, the several Division Vice Presidents and Assistant Vice Presidents, or anyone of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -In -Fact to execute on behalf of the Company. as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof- to prescribe their respective duties and the respective limits of their authority, and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertak ing, contract orsuretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of March I, 1993 have not been revoked and are now in full force and effect. Signed and sealed this 17TH dad of MARCH , 19 98 11I1-11;11(4 91I a PETER C. DAVID CO.. INC, 13861 NEM40PE STREET GARDEN tom. CA 82S43 714W7.1 a70 FAA 71�7i1 7 ;.tNnm i ,S �4 { rL , I ° ti 11 L� W,frj: C I i 3 of N u Tl G- i Aj �Lf-i 2a0D M n l n1 S-T 2E_.E- -T- M >r�� f ° 1, I %'� II