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HomeMy WebLinkAboutC-2938 - 1992-93 Street and Miscellaneous Slurry Seal and Resurfacing ProgramCITY OF NEWPORT BEACH January 31, 1994 OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (714) 644 -3005 All American Asphalt P.O. Box 2229 Corona, CA 91718 -2229 Subject: Surety: Safeco Insurance Company Bond No. 576 68 12 Contract No.: C -2938 Project: 1992 -93 Streets and Miscellaneous Slurry Seal and Resurfacing program The City Council of Newport Beach on December 13, 1993 accepted the work of subject project and authorized the City Clerk to file a Notice of Completion and to release the bonds 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. The Notice was recorded by the Orange County Recorder on December 29, 1993, Reference No. 93- 0909425. Sincerely, wG daaY .Ragglo ✓ City Clerk WER:pm cc: Public Works Department 3300 Newport Boulevard, Newport Beach NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and All American Asphalt, P.O. Box 2229, Corona, CA 91718 -2229 as Contractor, entered into a Contract on July 23, 1993 Said Contract set forth certain improvements, as follows: 1992 -93 Streets and Miscellaneous Slurry Seal and Resurfacing Program (C -2938) - located in the City of Newport Beach, County of Orange Work on said Contract was completed on September 13, 1993 and was found to be acceptable on December 13, 1993 by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Safeco Insurance Company of America, 17570 Brookhurst Street, Fountain Valley, CA 92708 City of Newport VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my� knowledge. q Executed on �`/L/ S � C)_ , 11 / %3 at Newport Beach, California. BY yC �y/ Z�i�Lfler c D1 �Y jgj fi? ®�se��tG L°V it 7J w: wP fLV �1rv+1 1593 0 3 0 ,i RECORDING REQUESTED BY AND 11 Ic WHEN RECORDED RETURN TO: �f '+„ ^__: -_- ^ -- nEtu'r ��C" iu O iu.ii netui-jb- �. of &' }, a41 ,i RECEIVED :FP a n �_ t City Clerk ; JAN 2 i 1994 e39E i of i v City of Newport Beach CRY CLERK " "" v•e 3300 Newport Boulevard rieEacH Newport Beach, CA 92663 ,,• "Exempt from recording fees ppursuant to Government Code Section 6103" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and All American Asphalt, P.O. Box 2229, Corona, CA 91718 -2229 as Contractor, entered into a Contract on July 23, 1993 Said Contract set forth certain improvements, as follows: 1992 -93 Streets and Miscellaneous Slurry Seal and Resurfacing Program (C -2938) - located in the City of Newport Beach, County of Orange Work on said Contract was completed on September 13, 1993 and was found to be acceptable on December 13, 1993 by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Safeco Insurance Company of America, 17570 Brookhurst Street, Fountain Valley, CA 92708 City of Newport VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my� knowledge. q Executed on �`/L/ S � C)_ , 11 / %3 at Newport Beach, California. BY yC �y/ Z�i�Lfler c D1 of DEC 1 3199] December 13, 1993 CITY COUNCIL AGENDA APPROVED ITEM NO. 19 • TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: ACCEPTANCE OF CONTRACT FOR THE 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING (C -298 3 RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. The contract for the construction • has been completed to the satisfaction Department. The bid price was Amount of unit price items constr Amount of change orders Total contract cost of the subject project of the Public Works $395,995.00 ucted 383,363.90 1,274.00 $384,637.90 The decrease in the amount of the unit price items constructed was due to deletion of work on Via Marina and Lake Park Lane. Two Change Orders were issued. The first, a reduction of $7,600.00, provided for the deletion of the resurfacing of Via Marina due to future storm drain work and on Lake Park Lane due to the need for extensive tree pruning. The second, in the amount of $1,274.00, provided for the removal and disposal of unsuitable subgrade on Sea Lane. Funds for the project were budgeted in the General Fund, Account Nos. 7013- 98301001, - 98301003, - 98313001, - 98313004, 7283- 98313071 and 7503 - 98500009. • The contractor is All American Asphalt of Corona. The contract date of completion was October 1, 1993. All wk was cjDrom l� by September 13, 1993. Benjamin B. Nolan Public Works Director PD: so V CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (71.4) 644 -3005 7 - z3 93 T0: FINANCE DIRECTOR FROM: CITY CLERK DATE: July 23, 1993 SUBJECT: Contract No. C -2938 Description of Contract 1992 -93 Streets and Miscellaneous Slurry Seal and Resurfacing Program Effective date of Contract July 23, 1993 Authorized by Minute Action, approved on June 28, 1993 Contract with All American Asphalt Address P.O. Box 2229 Corona, CA 91718 -2229 Amount of Contract 395,995.00 &4a6t's4e Wanda E. Raggio City Clerk WER:pm Attachment 3300 Newport Boulevard, Newport Beach R RECOMMENDATIONS: Award Contract No. 2938 to All American Asphalt for the Total Bid Price of $395,995.00, and authorize the Mayor and the City Clerk to execute the contract. DISCUSSION: At 11:00 A.M. on June 17, 1993 the City Clerk opened and • read the following bids for this project: BIDDER e ,.v Low All American Asphalt June 28, 1993 2. Griffith Company 396,565.00 * 3. R. J. Noble Company 398,065.00 4. Boral Resources, Inc. 3 1993 CITY COUNCIL AGENDA • ,JUN j ITEM NO. 15 8. Hardy and Harper, Inc. APPROVED 9. Sully- Miller Contracting Co. 438,100.00 • * Uncorrected Total Bid Price TO: Mayor and Members of the City Council below the Engineer's Estimate of $410,000. The low bidder, All American Asphalt, is a FROM: Public Works Department previous contract work for the City. SUBJECT: 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, (C -2938) RECOMMENDATIONS: Award Contract No. 2938 to All American Asphalt for the Total Bid Price of $395,995.00, and authorize the Mayor and the City Clerk to execute the contract. DISCUSSION: At 11:00 A.M. on June 17, 1993 the City Clerk opened and • read the following bids for this project: BIDDER TOTAL BID PRICE Low All American Asphalt $395,995.00 2. Griffith Company 396,565.00 * 3. R. J. Noble Company 398,065.00 4. Boral Resources, Inc. 398,860.00 5. Excel Paving Company 417,309.00 * 6. Industrial Asphalt 426,117.00 7. IPS Services Inc. 432,613.00 * 8. Hardy and Harper, Inc. 432,872.50 * 9. Sully- Miller Contracting Co. 438,100.00 • * Uncorrected Total Bid Price The low total bid price is 3.4 % below the Engineer's Estimate of $410,000. The low bidder, All American Asphalt, is a well - qualified general contractor who has satisfactorily completed previous contract work for the City. • • Subject: 1992 -93 Streets and Miscellaneous Slurry Seal and Resurfacing Program (C -2938) June 28, 1993 Page 2 This project provides for 1) the slurry sealing approximately 1,700,000 square feet of asphalt streets and facilities throughout the City; and 2) reconstructing /resurfacing various streets throughout the City (see attached EXHIBIT). The work is part of a continuing pavement maintenance program which reduces overall maintenance costs through the application of timely maintenance procedures. The slurry seal treatment will extend pavement life and delay the need for costly resurfacing and /or reconstruction. The resurfacing will improve drainage and the riding surface with an adequate structural section for present and 10 -year traffic demands. Funds to award the project are provided in the following accounts: Descriptions Account No. Amount Street, Alley, and Bikeway Resurfacing 7013- 98301001 $70,000 and Reconstruction Program Sidewalk, Curb and Gutter Replacement Program Street, Alley, and Bikeway Slurry Program Street, Bikeway, and Parking Lot Striping and Pavement Marking Program Curb Access Ramp Construction Program Measure "M" Street Resurfacing and Rehabilitation 7013- 98301003 $29,238 7013 - 98313001 $96,668 7013 - 98313004 $75,000 7013- 98313006 $54,256 7283 - 98313071 $68,911 Valve Covers Raised To Grade 7503 - 98500009 $ 1,922 Plans and specifications for the project were prepared by the Public Works Department. The estimated date of completion is October 1, 1993. Benjamin B. Nolan Public Works Director GW:so Attachment • • • • • 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTION Morning Star Lane (cul -de -sac) from 410' X (33' & VAR.) = reconst./ Polaris Drive to E'ly Terminus 24,400 S.F. resurface Evening Star Lane (cul -de -sac) from 905' X (33' & VAR.) = resurface Polaris Drive to E'ly Terminus 34,400 S.F. White Cliffs Drive from Polaris Dr. 60' X 38' = 2,280 S.F. reconst. to 60' E/o Polaris Drive ------------------- ------------ - -- - -- White Cliffs Drive from Polaris Dr. ------------ 245' X 36' = --- ---- - - - - -- 8,820 S.F. --- - - - - -- resurface to North Star Lane North Star Lane from White Cliffs 805' X (33' & VAR.) = resurface Drive to E'ly Terminus 31,100 S.F. Sea Lane from Goldenrod Avenue to 640' X 36' = 23,040 S.F. reconst./ 640' W/o Goldenrod Avenue resurface Lake Park Lane from Tustin Avenue to 440' X (17.5' & VAR.) = resurface 3rd Street 9,900 S.F. ------ --- --- ----------- ------- - - - - -- Indian Springs Circle (cul -de -sac) ------------------- 80' X (52' & -- - --- VAR.) = --- - - - - -- resurface from Irvine Avenue to W'ly Terminus 4,500 S.F. --------- ------------------ ---- - - - - -- Via Marina (cul -de -sac) from Tustin ------ 410' X --- ---------- (33' - - - - -- & VAR.) = --- - - - - -- resurface Avenue to E'ly Terminus 18,064 S.F. ------------------------------- - - - --- Vista Baya (cul -de -sac) from Tustin ----- ------------ 375' X (24.5' -- -- - - -- & VAR.) = --- - -- - -- resurface Avenue to E'ly Terminus 11,188 S.F. ------------------------------- - - - - -- Sierra Vista (cul -de -sac) from ----------------- 470' X (32' -- - - - - -- & VAR.) = --- - - - - -- resurface Tustin Avenue to E'ly Terminus 19,574 S.F. -------------------- ----------- - - - --- Windward Lane from Tustin Avenue to --- ---------------- 1,264' X 33'= - - - - -- 41,712 S.F. -- - - -- - -- resurface Irvine Avenue --------------------- ---------- -- - --- Francisco Drive from Tustin Avenue --- ------ 1,280' ----- X 37'= ----- - - - - -- 47,360 S.F. --- - - - - -- resurface to Irvine Avenue --------------- -------------- -- - - - - -- Bolaire Way (cul -de -sac) from ------------------- 145' X (33' - - - - -- & VAR.) = -- - -- - - -- resurface Francisco Drive to N'ly Terminus 9,319 S.F. ------------------------------- - - - - -- Bayport Way (cul -de -sac) from ----------- 130' X -------- (33' - - - - -- & VAR.) = --- - - - - -- resurface Francisco Drive to N'ly Terminus ------ 8,824 S.F. -- ------ --- ---------------- - - - - -- Braemar Way (cul -de -sac) from ----------- 130' X -------- (33' - - -- -- & VAR.) = --- - - - - resurface Francisco Drive to N'ly Terminus 8,824 S.F. ------------ ---------------- -- - - - - -- Holiday Road from Tustin Avenue to ----- --- 1,247' --- -------- X 371= - - -- -- 46,139 S.F. --- - - - --- resurface Irvine Avenue 1 (Sheet 1 of 3) EXHIBIT • • 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTION• Bolaire Way (cul -de -sac) from 160' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 9,814 S.F. Bayport Way (cul -de -sac) from 160' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 9,814 S.F. Centella Place (cul -de -sac) from 285' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 13,939 S.F. --------------------- ---------- - - - - -- Paloma Drive from Holiday Road to --------- 500' X -------- 33' = -- - - - - -- 16,500 S.F. --- - - - - -- resurface 500' S/o Holiday Road (City Boundry) Private Road from Irvine Avenue to 900' X (33' & VAR.) = resurface W'ly Terminus 31,800 S.F. Centella Place from 22nd Street to 175' X (37' & VAR.) = resurface N'ly Terminus 11,000 S.F. Light House Lane from Salt Air Drive 1,110' X 32'= 35,520 S.F. resurface to Blue Water Lane Island View Lane from Salt Air Drive 860' X 32' = 27,520 S.F. resurface to Light House Lane Blue Water Lane from Salt Air Drive 1,120' X (32' & VAR.) = resurface to Crown Drive North 37,000 S.F. ------------- ---- ---- ---------- - - - - -- Salt Air Drive from Light House Lane ------ 900' X ------------- 32' = --- - -- 28,800 S.F. --- - - - --- resurface to S'ly Terminus ----------------- -------------- - - -- -- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- ------ ------------------- ------------------- ------ ------ ------------------- ------------- ------------- ------------- - -- - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- --- - - - - -- --- - - - - -- --- - - - --- --- - - - - -- --- - - - - -- --- - - - - -- (Sheet 2 of 3) EXHIBIT J 0 • 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM. C -2938 r L LOCATIONS AREA (S.F.) DESCRIPTION Bayview Way from Bayview Place to 657' X 80' = 52,560 S.F. slurry Jamboree Road seal Bayview Place from Bristol Street 1,440' X 68'= 97,920 S.F. slurry South to Bayview Way seal Alley 130 N/o West Coast Highway 430' x (13.5' + 13.51) = slurry from Riverside Ave. to Tustin Avenue 11,610 S.F. (3'gtr. @ CL) seal --------- ---------------------- - - - --- Alley 13 -F N/o East Coast Highway -------------- 100' X 15' ---- - - - - - -- = 1,500 S.F. --- - - - - -- slurry from Poppy Avenue to Hazel Drive seal Dahlia Avenue from East Coast Hwy. 164' X 27' = 4,428 S.F. slurry to Fifth Avenue seal Fifth Avenue from Dahlia Avenue to 579' X (271& 361) = slurry Goldenrod Avenue 25,434 S.F. seal Fifth Avenue from Jasmine Avenue to 1,820' X 321= 58,240 S.F. slurry oppy Avenue - - - - - - seal --- - - - - -- ------------------------------------ Lido Isle 856,000 S.F. slurry seal ------------------------ ------- - - - - -- Corona Highlands N/o East Coast Hwy. ------------ 295,000 S.F. ------- -- - - -- --- - - - - -- slurry seal ------------------------------- - - -- -- City of Newport Beach Corporation ------------------- 260,000 S.F. - - - - -- --- - - - - -- slurry Yard (592 Superior Avenue) seal - - - - -- ------ ---------- --------------- - - -- -- Walkway W/o Vista Del Oro at Vista ------------------- 400' X 8' = - - - - -- 3,200 S.F. --- slurry Del Sol ------------------------------- - - - - -- ------------------------------------- ------------------------------------- ------------------------------------- L------------------------------- --------- -------------- ------------------- -------------- I ------------------------- ---------- - - - - -- ----- - - - - -- - - - - -- ----- - - - - -- seal - -- - - - - -- --- - - - - -- --- - - -- -- --- - - - - -- I --------- (Sheet 3 of 3) EXHIBIT 0 NOTICE INVITING BIDS CITY CLERK Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, P. 0. Box 1768, Newport Beach, CA 92659 -1768 until 11:00 A.M. on the 17th day of June , 1993, at which time such bids shall be opened and read for 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM tie of Project 2938 Contract No. $410,000 Engineer's Estimate OR�I Rpproved by the City Council this 24th day of May , 1993. Wanda E. Raggi City Clerk 1NSJri -p NCE �o ��cy WALL EIL C�IKQ 8%t iS3 LCOPtT w•P C'COK� 49 \�.� RENEW PoL. \C`l 7/15.193 Prospective bidders may obtain one set of bid documents at no cost at the office of the Public Works Department, 3300 Newport Boulevard, P. 0. Box 1768, Newport Beach, CR 92659 -1768. For further information, call Gilbert Wong at 644 -3311. Project Manager CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM CONTRACT NO. 2938 To the Honorable City Council City of Newport Beach 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92659 -1768 Gentlemen: PR 1.1 The undersigned declares that he has carefully examined the location of the work, that he has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all work required to complete this Contract No. 2938 in accordance with the Plans and Special Provisions, and that he will take in full payment therefore the following unit price for the completed item of work, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1. Lump Sum Traffic Control and Mobilization @ Twelve Thousand Dollars and No Cents $ 12,000.00 Per Lump Sum 2. 1,600 Remove existing street section, Tons prepare subgrade, and construct 51' thick A.C. base course @Thirty -Five Dollars and Twenty Five Cents $ 35.25 $56,400.00 Per Ton 3. 17,000 Cold plane existing pavement Sq. Yds. @_ALP Dollars and FiftPPn Cents Per Square Yard $ 1.15 $ 19.550.00 • • PR 1.2 • ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4. Lump Sum Crack seal existing pavement @ Nine Thousand Six Dollars un re and No Cents $ 9,600.00 Per Lumb Sum 5. 8,000 Provide and install Sq. Yds. reinforcing pavement fabric @ No Seventy Per Square Yard Dollars and Cents $ 70 $ 5,600.00 6. 1,000 Provide and install 12" wide Sq. Feet asphaltic membrane @ One Ninety -Five Per Square Foot Dollars and Cents $ 1.95 $ 1,950.00 7. 5,500 Construct asphalt concrete Tons finish course @ Twenty -Eight Dollars and Seventy Cents $ 28.70 $157,850.00 Per Ton 8. 1,000 Furnish all labor, equipment, and Extra Long materials, and perform all work Tons necessary to prepare for and apply Type I slurry seal @Eighty -Six Dollars and Eighty -Six Cents $ 86.86 $86,860.00 Per Extra Long Ton 9. 55 Adjust existing manhole frames Each and covers to finished grade @ One Hundred Eighty- Dollars Five and No Cents $ 185.00 $10.175.00 Per Each • • • PR 1.3 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 10. 80 Adjust existing water valve Each and survey monument frames and covers to finished grade @ One Hundred Sixty Dollars and No Cents $ 160.00 $ 12,800.00 Per Each 11. Lump Sum Apply traffic striping, pavement markings, and raised pavement markings (Corporation Yard striping to be done by others) @ Twenty -Two Thousand Dollars Eight Hundred Ten and No Cents $ 22,810.00 Per Lump Sum 12. 50 Provide and install Each fire hydrants markers @ Eight Dollars and No Cents $ 8.00$ 400.00 Per Each Three Hundred Ninety -Five Thousan Nine Hundred Ninetv Five ' and No Cents TOTAL BID PRICE (WORDS) 0 /1 e rican Asphalt $ 395,995.00 TOTAL BID PRICE (FIGURES) 909 - 736 -7600 Rosario Leggio Jr., Vice President Bidder's Telephone No. Authorized Signature /Title 267073 -A P.O. Box 2229, Corona CA 91718 -2229 Bidder's License Bidder's Address No. & Classification n • • Page 2 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: PROPOSAL (Page 1) INSTRUCTIONS TO BIDDERS (Page 2) DESIGNATION OF SUBCONTRACTORS (Page 3) BIDDER'S BOND (Page 4) NON - COLLUSION AFFIDAVIT (Page 5) TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6) except that cash, certified check or cashier's check (sum not less than 10% of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. The City of Newport Beach will not permit a substitute format for the documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of bid totals. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 5/91 M • • Page 2A In accordance with the California Labor Code (Sections 1770 et seq.) , the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." All documents shall bear authorized to sign on behalf of signatures shall be of a coi authorized by the corporation. shall be of a general partner. shall be of the owner. 7-6707 3 Contractor's I Bidder signatures and titles of persons the bidder. For corporations, the -porate officer or an individual For partnerships, the signatures For sole ownership, the signature cense No. r class d-/7-C13 � Z-111-10 Date A ized Signature /T tl 5/91 vAl_1rUttM1A ALL•rYRrtJ'C AU1%MtunLcuaalmcn 1 W.5193 State of rAT TMRNTA County Of RIVERSIDE 6-M-93 before me, CHRISTINA M. ANDERSON, NOTARY PUBLIC DATE NAME, TITLE OF OFFICER - E.G., -JANE DOE. NOTARY PUBLIC' personally appeared ROSARIO LEGGIO, JR. NAME(S) OF SIGNER(S) 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 ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his/her/their E OFFICIAL SEAL signature(s) on the instrument the person(s), CHRISTINA M. ANDERSON1 or the entity upon behalf of which the NOTARY PUBLIC rALIFORNIA R!i'EF.1DE CDUWTV person(s) acted, executed the instrument. Im comm. expires NOV 5, 1953 1 ^ - -- WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here iS not required by law, h Could prevent fraudulent reattachment of INS form. SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Thogh stable does not require the Notary to fill in the data below, doing so may prove invaluable to persons reying on the document. Ej INDIVIDUAL ® CORPORATE OFFICER(S) VICE PRESIDENT T1TLE(S) ❑ PARTNER(S) E] LIMITED GENERAL ATTORNEY -IN -FACT TRUSTEE(S) GUARDIAN /CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTRY(IES) ALL AMERICAN ASPHALT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave.. P.O. Box 7184 • Canoga Park, cA 91309 -7184 Page 3 DESIGNATION OF SUBCONTRACTOR(S) State law requires the listing of all subcontractors who will perform work in an amount in excess of one -half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and /or the Standard specifications for Public Works Construction, as applicable. The Bidder, by signing this designation, certifies that bids from the following subcontractors have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Subcontract Work Subcontractor Address 1- Striping 0. C. Striping Orange 2. Utility Adj_ Manhole Adj. Monterey Park Rubberized Crac 11 3• Crack Fill Sealant San Juan Capistrano 4. Slurry Asphalt Maintenance Bisalia 5. 6. 7. 8. 9. 10. 11. 12. FARE 5/91 Adtfiorized Si4natufe/ tle Rosario Leggio, Jr., V.P. BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A -310 KNOW ALL BY THESE PRESENTS, That ALL AMERICAN ASPHALT BOND NO. 562 73 59 as Principal, hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, of Seattle, Washington, a corporation duly organized under the laws of the State of Washington, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF NEWPORT BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE TOTAL BID IN--------------------------- - - - --- Dollars ($10% of Total Bid ), 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 1992-93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACE PROGRAM, FROJECT NO. 2938 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 16th day of BID DATE: JUNE 17, 1993 Witness Witness NNE 19 93 ALL AMERICAN ASPHALT (Seal) Principal Title SAFECO INSURAN OF AMERICA B WEN M. ERCIWr Attorney-in -Fact 17-8030 (j) Registered Iraoemerk of SAFECO CaDoreYon. S -5,VEP 10190 PRINTED IN U.S.A. SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFEW(R) HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 94165 BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A -310 KNOW ALL BY THESE PRESENTS, That ALL AMERICAN ASPHALT BOND NO. 562 73 59 as Principal, hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, of Seattle, Washington, a corporation duly organized under the laws of the State of Washington, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF NEWPORT BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE TOTAL BID IN--------------------------- - - - --- Dollars ($10% of Total Bid ), 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 1992-93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACE PROGRAM, FROJECT NO. 2938 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 16th day of BID DATE: JUNE 17, 1993 Witness Witness NNE 19 93 ALL AMERICAN ASPHALT (Seal) Principal Title SAFECO INSURAN OF AMERICA B WEN M. ERCIWr Attorney-in -Fact 17-8030 (j) Registered Iraoemerk of SAFECO CaDoreYon. S -5,VEP 10190 PRINTED IN U.S.A. State of (hT TFYIRNTA County of RIVERSIDE I On 6-17`93 before me, CHRISTINA M. ANDERSON, NOTARY PUBLIC DATE NAME, TIME OF OFFICER - E.G.. *JANE DOE, NOTARY PUBLIC personally appeared ROSARIO LEGGIO, JR. NAME(S) OF SIGNER(S) 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 ac- knowledged to me that he /she/they executed the same in his /her /their authorized capacity(ies), and that by his /her /their OFFICIAL SEAL signature(s) on the instrument the person(s), CHRISTINA M. ANDERSON or the entity upon behalf of which the cr NOTARY PU3LIC CALIFORNIA person(s) acted, executed the instrument. " RIVERSIDE COUNTY RAy comm.- expires NOV 5, 1993 WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it could prevent fraudulent reattachment of this torn. 1..yr�rJ m.C,..-.&" SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT No. 5193 OPTIONAL SECTION t_ CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons retying on The document. E] INDIVIDUAL ® CORPORATE OFFICER(S) VICE PRESIDENT TITLE(S) ❑ PARTNER(S) [J LIMITED E] GENERAL ATTORNEY -IN -FACT TRUSTEE(S) GUARDIAWCONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) ALL AMERICAN ASPRALT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park CA 91309 -7184 ALL - PURPOSE ACKNOWLEDGMENT State 01 CALIFORNIA l County Of ORANCE J` 6 -16 -93 before me, BARBARA J. BENDER, NOTARY PUBLIC On DATE NAME, TITLE Of OFF - E.a, WE DoE, NOTARY R7 LV personally appeared OWEN M. BROWN cI Of 804R(S) ' t3 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 executed the same In his /her /their authorized capacity(les), and that by BE his/her/their signature(s) nature(s) on the Instrument ReBARBARA CO#9658631 g NOTARY PLIC- CALIFORNW� the person(s), or the entity upon behalf of ORANGE COUNTY whicu -t�e Person(s) acted, executed the Y COMM EXP. JULY 13. 1996 in m nl, 14.6179 CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICERS) ❑ PARTNERS) ❑LIMITED ❑ GENERAL tZ ATTORNEY4144ACT ❑ TRUSTEES) ❑ OUARDIANCONSERVATOR ❑ OTHER, SIGNER IS REPRESENTING: NAME OF PEASMS) OR ENTITYPEM SAFECO INSURANCE COMPANY OF At1 KRICA ATTENTION NOTARY; Alfwtph ON IntortnaWn roved Wow is OPTIONAL, it could prevent trrrudvNni an9clwnnl of M wrltAat9 w N u19ui wrt9d downwL THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Title or Type of Document BID BOND, CITY OF NEWPORT BEACH Number of Pages 1 Date of Document 6- 16 -93, BIDS 6 -17 -93 Signer(s) Other than Named Above ALL AMERICAN ASPHALT WEC - KNOW ALL BY THESE PRESENTS: • • POWER SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 95165 That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint ••••••••••""••••••••"OWEN M. BROWN, Anaheim, California•••••••• ••••••• "••••••••••••• " "• "••• "•• its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the corparry in the course of its business. and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents INS 4th day of Januar CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA: 1993 'Article V. Section 13. - FIDELITY AND SURETY BONDS .. , the President, any Vice President. the Secretary. and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business . On arty instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company. the seal or a facsimile thereof. may be Impressed or affixed or in any other manner reproduced: provided. however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted. July 28. 1970 "On any certificate executed by the Secretary or an assistant secretary of the Company setting out. (0 The provisions of Article V. Section 13 of the By -Laws, and 00 A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect. the signature of the Certifying officer may be by facsimile, and the seal of the Company may be a facsinle thereof" I, R. A. Pierson. Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto. are true and Correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect, IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation S- 1300/EP V93 INS 16th JUNE day of 19 i Registered trademark of SAFECO Corporation. 93 • • Page 4 BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, as bidder, and , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Dollars ($ ),lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of 1992 -93 Streets & Misc. Slurry Seal & Resurfacing (Title of Project and Contract No.) in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver to said City the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal holidays) after the date of the mailing Notice of Award to the above bounden bidder by and from said City, then this obligation shall become null and void; otherwise it shall be forfeited to the said City. In the event that any bidder above named executed this bond as an individual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligation under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this day of , 19_ Bidder (Attach Acknowledgment Of Attorney -In -Fact) Notary Public Commission Expires: 5/91 ell 'Authorized gn ure /Title Rosario Leggio, Jr., V.P. SURETY By: Program 0 Page 5 NON - COLLUSION AFFIDAVIT State of California j j ss. County of being first duly sworn, deposes and says that he r she is y,,/� of 41/L F/! /ciyN %sA'AY the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, south by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury that the foregoing is true and correct. Bidder authorized Sligliwtute4XItle Subscribed and sworn to before me this day of , 19 [SEAL] Notary Public My Commission Expires: 5/91 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Nu. 519' State of (-AT TTYIRNTA County of RIVERSIDE On (, -I�•93 DATE before me, CHRISTINA M. ANDERSON, NOTARY PUBLIC NAME, TITLE OF OFFICER - E.G.,'JANE DOE, NOTARY PUBLIC' personally appeared ROSARIO LEGGIO, JR. NAME(S) OF SIGNER(SI [7)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 ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their OFFICIAL SEAL signature(s) on the instrument the person(s), CHRISTINA M. ANDERSON or the entity upon behalf of which the m NOTPRY pUt3UC CALIFORNIA person(s) acted, executed the instrument. RIVEPSID� OCUNTY s r,.o:. iMy Comm. expires NOY 5, 1993 - -- WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. Cky �.�J M . C r,J,,, , SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT. OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though stable does not require tie Notary to fill in the data below, doing so may prove Invaluable to persons retying on the document. INDIVIDUAL ® CORPORATE OFFICER(S) VICE PRESIDENT TITLE(S) C] PARTNER(S) 0 LIMITED ❑ GENERAL ATTORNEY -IN -FACT TRUSTEE(S) [] GUARDIAN /CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) ALL AMERICAN ASPRALT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 • • Page 6 TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year For Whom Person Telephone Completed Performed (Detail) To Contact Number All American Asphalt Bidder 5/91 See Attached but prized sIgnofte JTitle Rosario Leggio, Jr., V.P. • ALL AMERICAN AAALT ALL AMERICAN AGGREGATES 1776 ALL AMERICAN WAY, P.O. BOX 2229, CORONA, CA 91718 -2229 STATE CONTRACTORS LICENSE #267073 -A CONSTRUCTION PROJECT AGENCY /CONTACT CITY OF ANAHEIM Dave Nelson CITY OF GARDEN GROVE John Ompad COUNTY OF ORANGE Richard Closson CITY OF CYPRESS Ernest Munoz CITY OF BUENA PARK Nabil Henien PROJECT MAGNOLIA STREET IMPROVEMENT KNOTT AVENUE REHABILITATION RESURFACING VARIOUS STREETS HEATER RE -MIX AND REHABILITATION VARIOUS STREETS WESTERN AVENUE IMPROVEMENTS CITY OF MORENO VALLEY ALLESSANDRO BLVD Richard Hess IMPROVEMENTS CITY OF WESTMINSTER GOLDENWEST STREET Moheb Argand IMPROVEMENTS TELEPHONE' 714 - 736 -7800 • FAY, 714_73R_7R4R COMPLETED /AMOUNT OCTOBER, 1992 $120,000 OCTOBER, 1992 $353,000 OCTOBER, 1992 $1,173,000 SEPTEMBER, 1992 $694,000 MAY, 1992 $255,000 MAY, 1992 $78,000 FEBRUARY, 1992 $710,000 • • Page 7 NOTICE TO SUCCESSFUL BIDDER The following contract documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date of mailing Notice of Award to the successful bidder: PAYMENT BOND (Page 8) FAITHFUL PERFORMANCE BOND (Page 9) CERTIFICATE OF INSURANCE (Page 10) GENERAL LIABILITY INSURANCE ENDORSEMENT (Page 11) AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT (Page 12) WORKERS' COMPENSATION INSURANCE CERTIFICATION (Page 13) CONTRACT (Page 14) The City of Newport Beach will not permit a substitute format for these contract documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Payment and faithful performance bonds shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VIII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property- Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Works Construction, except as modified by the Special Provisions. The Workers' Compensation Insurance Certification shall be executed and delivered to the Engineer along with a Certificate Of Insurance for workers' compensation prior to City's execution of the Contract. 5191 PREMIUM CHARGE FOR BOND INCLUDED IN CHARGE PERFORMANCE BOND. PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that D NO. 576 68 12 UTED IN THREE (3) PARTS ammm WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted ,lung 7R lgg3 has awarded to All American Asnhalt hereinafter designated as the "Principal ", a contract for lggp_g3 Streets R MicC, Slurry Seal & Resurfacing Program (Contract No.r,_2g3R ) in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents in the office of the City Clerk of the City of Newport Beach, and all of which are incorporated herein by this reference; WHEREAS, said Principal has executed or is about to execute Contract No. C_2g38 and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth: NOW, THEREFORE, We, ALL AMERICAN ASPHALT as Principal, and SAFECO INSURANCE COMPANY OF AMERICA as Surety, are held firmly bound unto the City of Newport Beach, in the sum of THREE HUNDRED NINETY FIVE THOUSAND, Dollars ($ 395,995.00 ), said sum b o ted amount payable by the City of Newport Beach under the terms of the contract; for which payment well and truly made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal or his /her subcontractors, fail to pay for any materials, provisions, or other supplies, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sum specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. 5191 • Page 8A The bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Code so as to give a right to them or their assigns in any suit brought upon this bond, as required by and in accordance with the provisions of Sections 3247 et. seq. of the Civil Code of the State of California. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond - as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this „ bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 30th day of- JUNE , 19 93. Name of Contrac or (Principal) SAFECO INSURANCE COMPANY OF AMERICA Name of Surety 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA. 92708 Aut horized na _ e/ �t1le Rosario Leggio, Jr., V.P. �AutiToritbd Agent Signature OWEN M. BROWN, ATTORNEY_IN -FACT 714- 935 -1112 Address of Surety Telephone NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED 5/91 CALIFORNIA ALL- PURPOSE ACKNOWLEDGMENT No 5193 State of (`AT TFnPNTA County of RIVERSIDE On Z.IG before me, CHRISTINA M. ANDERSON, NOTARY PUBLIC DATE NAME, TITLE OF OFFICER - E.G., *JANE DOE. NOTARY PUBLIC' personally appeared ROSARIO LEGGIO, JR. NAME(S) OF SIGNERS( []personally known to me - OR - 0 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 ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their OFFICIAL SEAL signature(s) on the instrument the person(s), 'm CHRISTINA 4, gNDERSON or the entity upon behalf of which the C M1IOTtiRY P 6 IC cau:oun,lA I person(s) acted, executed the instrument. R1Y €RS1Ct CODNp' I 'My Comm. expires flCV 5, 1993 WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF THE DOCUMENT DESCRIBED AT RIGHT: OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Trough statute does not require the Notary to III in the data below, doing so may prove invaluable to persons raying on the document. INDIVIDUAL ® CORPORATE OFFICER(S) VICE PRF_:STDENT TITLE(S) PARTNER(S) [] LIMITED 0 GENERAL 0 ATTORNEY -IN -FACT 0 TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) ALL AMERICAN ASPHALT NUMBER OF PAGES DATE OF DOCUMENT Though the data requested here is not required by law, it could prevent fraudulent reattachment of this foml. SIGNER(S) OTHER THAN NAMED 01992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 ALL-PURPOSE ACKNOWLEDGMENT State FJ CALITORNIA County of ORANGE 6 -30 -93 before me, rwea, nna BARBAiiA J, BENDER, NOTARY PUBLIC On DAYS or FIFFrAR • c.a, , Da, NOTARY PyiLQ' personally append OMEN M. BROWN personally known to me • OR • proved to me on the basis or satisfactory evidence to be the person(s) whose name(s) Islare subscribed to the within Instrument and acknowledged to me that hedsherthey executed the same in hia /herAhelr BARBARA NpER authorized capacity(lee), and that by on ,;, BED his/herltheir signatures) the Instrument v; _' COM,�1. 865863 the person (s), or the entity upon behalf of /NnTAaY ?, "LIC CALIFORNIA uRAN�;, =_ COUNTY � %GW3t f: {JULY 13, 7888 whi "pacted, executed the person(s) in8 me , /� NO. We CAPACITY CLAIMED BY SIGNER O Mt�vtt ❑ CORPORATE OPFICER($)Tnuix C3 PARTNER(S) ❑ LIIM1rTED p GENERAL ATT0RNEY4N49ACT p TRUSTEE($) GUARDIAWCONSERVATOR ❑ OTHER, SIGNER IS REPRESENTING: NA" OF /G WKII OR cNRRTfa SAFECO INSURANCE COMPANY OF AX911 A ATTENTION NOTARY; AIO;q h Cw InIonsoon rpu4stoo below is OPTIONAL, it oo414 prr✓,1nt Ir0u0NMl antic" i 01 NA o9nikaN ID M YnWt*U0d 40Wff*RL THIS CERTIFICATE Title or Type of Document PAYNENT BOND NO. 576 68 12 MUST BE ATTACHED 2 6 -30 -93 TO THE DOCUMENT Number of Pages Date of Document DESCRIBED AT RIGHT: Signer(s) Other than Named Above ALL AMERICAN ASPHALT • NO. 576 68 12 UTED IN THREE (3) PARTS IUM: $1,980.00 • Page 9 FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted June 28, 1993 has awarded to All American Asphalt hereinafter designated as the "Principal", a contract for 1992 -93 Streets & Miceellaneons Slnr�/ Seal & Resurfacing (Contract No-Q-2 938 ) in the City of Newport Beach, in strict conformity with the Contract, Drawings and Specifications and other contract documents in the office of the City Clerk of the City of Newport Beach, all of which are incorporated herein by this reference; WHEREAS, Principal has executed or is about to execute Contract No. C -2928 and the terms thereof require the furnishing of a bond for the faithful performance of the Contract; NOW, THEREFORE, we, ALL AMERICAN ASPHALT as Principal, and SAFECO INSURANCE COMPANY OF AMERICA as Surety, are held firmly bound unto the City of Newport Beach, in the sum of THREE HUNDRED NINETY FIVE THOUSAND, NINE Dollars ($ 395.995.00 ) , said sum eing e e estimated amount of the contract, to be paid to the City or its certain attorney, its successors, and assigns; for which payment well and truly made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well keep truly and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, and shall indemnify and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby, and in addition to the fact amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys fees, incurred by the City, in the event it is required by bringing any action in law or equity to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its 5/91 A • • Page 9A obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the contract or to the work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for six (6) months following the date of formal acceptance of the Project by the City. In the event that the principal executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. the JUNE IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety above named, on the 30th day of , 19 93- All American Name of Contrac or (Principal) SAFECO INSURANCE COMPANY OF AMERICA Name of Surety 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA. 92708 Address of Surety NOTARY 5191 authorized gn r itle Rosario Leggi _2, Jr.. V.P. 4E0- th5rized'A4'ent Signature OWEN M. BROWN, ATTORNEY-IN-FACT Telephone OF CONTRACTOR AND SURETY MUST BE ATTACHED GALIrvllin11A AL.L.- rUnrvac A%,1%NWnLC1J%xmfcn r No 5193 State of ri%r TFYIRNTA County of RIVERSIDE I On I Z I C13 before me, CHRISTINA M. ANDERSON, NOTARY PUBLIC DATE NAME, TITLE OF OFFICER- EG.. -JANE DOE. NOTARY PUBLIC' personally appeared ROSARIO LEGGIO, JR. NAME(S) OF SIGNER(S) E3 personally known to me - OR - E] 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 ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their OFFICIAL '3F 'L signature(s) on the instrument the person(s), CHR15Tird;a P;q, gn;�[RSON ! or the entity upon behalf of which the q mom'° NOTARY iJELIC C. \LIFORNIA �) person(s) acted, executed the instrument. er,�e,�si ^� csuNTV ; Imy cornet. cxpi-e5 Id0'V 5, 1993 j - =1 WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by taw, d Could prevent fraudulent reattachment of this form. SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Trough statute does riot reawre the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document. INDIVIDUAL ® CORPORATE OFFICER(S) VICE PRESIDENT TITLE($) E] PARTNER(S) [:] LIMITED C] GENERAL 0 ATTORNEY -IN -FACT TRUSTEE(S) GUARDIANYCONSERV ATOR 0 OTHER'. SIGNER IS REPRESENTING: NAME OF PERSON($) OR ENTITY(IES) ALL AMERICAN ASPHALT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P,O. Box 716a - rp„r,,,o Po.. r • ^. ^^^'-^ ALL - PURPOSE ACKNOWLEDGMENT StatV CALIFORNIA caNtty of ORANGE 6- 30• -93 before me, BARBARA J. BENDER, NOTARY PUBLIC On OAn NAAS, TITU OF OFr a.6.a vur M NOTARY FWW personally appeared OWSN M. BROWN a personally known to me • OR • D proved to me on the basis of satisfactory evidence to be the person(s) whose name($) Is/are subscribed to the within instrument and acknowledged to me that he/she /they executed the same In hisrhernhelr authorlied capacity(Iap), and that by ENDER hislhernheir signatures) on the Instrument Tn COPS.` ^. re;65863� the person(s), or the entity upon behalf of �v 'MV r..;:",I y ' COUNTY whlc h parson(s) acted, executed the , _,,. . JULYe v13Vtgg InklTurn4m. n SKY44TVAE OF IAY W0.3770 CAPACITY CLAIMED BY SIGNER D" C] CORPORATE OFFICER(s) p PARTNER(S) p XN0 p GENERAL IM ATTORNEY4WACT D TRUsTEE(s) ❑ OUAROIAWCONSERYATOR D OTHER: SIGNER IS REPRESENTING: wwa OF FER "%Oil ENMP6% SAnCO INSURANCE COKPANY OF ANAUCA ATTENTION NOTARY; NPOUpA 0» hbnn�0on rwwFtw bNOV, i3 OATION�I, �1 Wvk pWw�t Ir rrWU'�nl �MCNMn! 01 lAit OOM1IAC�10 A h u1wTOrtsq d0alftMnl THIS CERTIFICATE Title or Type of Document PERFORMANCE BOND No, 576 68 lz MUST BE ATTACHED Number of Pages 2 Date of Document 6 -30 -93 TO THE DOCUMENT DESCRIBED AT RIGHT: Signer(s) Other than Named Above ALL AMERICAN ASPHALT awePOWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: SAFECO INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 98185 That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint ansummu — Na•••••••••OWEN M. BROWN, Anaheim, California "uINNN••R•R•....... N- x *N•••R .......... • its true and lawful attorney(s) -in -fact, with full authority to execute On behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 4 1 h CERTIFICATE day of January , 1993 Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President. any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in Charge of surely operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the Company fidelity and surety bonds and other documents of similar character issued by the company in The course of its business . On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced: provided, however, that the seal shall not be necessary to The validity Of any such instrument Or undertaking. - Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Comparry setting out, (i) The provisions of Article V. Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto. and (iii) Certifying that said power -of- attorney appointment is in full force and effect. the signature of the certifying officer may be by facsimile. and the seal of the Company may be a facsimile thereof." I. R. A. Pierson. Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board Of Directors of this corporation, and of a Power Of Attorney issued pursuant thereto. are true and correct. and that both the By -Laws. the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation INS 30th day of JUNE 19 _ .93 S- 13001EP 1193 0 Registered trademark of SAFECO Corporation. r 67/14/93 16:12 FAX 1. 714 736 7646 ALI, AMER.ASPRALT I rim Page 10 YPn9otrceR Casco Insurance Brokers & Agents COMPANIES AFFORDING COVERAGE COMPANY 600 City Parkway West, #500 Orange, Ca 92668 -5995 LETTER National Union Fire Ins. Co. 714) 937 -1824 -" coMPANY B LETTER UISUREO All American Asphalt American Home Assurance Co. _ COMPANY C P.O. Box 2229 Corona, Ca 91718 -2229 LETTER REVISED V.E • 7195 6 TOO GERM M • ea"01 E .IfTO ED FOR C ritorAna) NOTYTDTSTIVil ANY REcuIn Mal TLVA OR cuNDI ION OP ANY CONTRACT OR OTHER DOCUMENT MM RESPECT TO WHICH THIS CERRRCATE MAY BE MUM OR MAY PERTAIN, 1`HEBOSLIRAHCE WORDED BY THE POLICIES DESCRIBED HEREIN M SUBJECT To ALL THE TERM% IXCU15IOf� AND OONDITIOM OF SUCH POS1a� AND 6 NOT AA1FItOER HOEppED OR ALTERED 9Y THIS CERTIFICATE. 1T FE OF MUTANOE POLICY NUMBER P3=FWni EXPRATION ALL u CS IN T}puSq"05 DATE DATE GENERAL UAB9STY (OCCURiliti Eill ONLY] GI]KEAL AGGREGATE 6 2,000, A cOMIlleR IL GL7705009 8/1/92 8/1/93 PROOIICISICOMPLET'EO. 52,000, CMP"JIENSNE OPERATIONS AGGHCewfE CONTRACTORS ...._ . En Via. L ®f CON iRACrUAL MR SPECIFIC PERSONAL INJURY "i'000, CONTRACT ® PRD6U(- :S1OOMFL OPER. ® =U HAZARDS EACH OCCURANCE 51,000, BROAD FORM PROP. DAMAGE SEVENABUTY OF INTEREST R AAIAGE s 50, CLAUSE ���{, " ONE FIRE) ❑ PERSONAL 9UURY NRIH EM.OYl nounfl I.eICAL SYPENSES 5 ,rj , R�hEO INKY ONE PL'RSON ) MARINE AUTOMOBILE LIABILHY COMBINED $1,000, CO HPREHETJSLVE _ s A oill CA1187750 8/1/92 8/1/93 IPER PERSON) . BOOILYINJURY $ , g'. LuED UPBR ACCIDENO 1 QAfOf00WNED PROPERTY S 9AMAGE �.AGORFGAYE EXCESS LIAaaM EACH UMBRE IA FORM N/A OCCURRENCE OnER THAN LIUSSELIA FORM S S . ."`I;,.,., :..,. � MR., wonKEfis• cO.aPENGnnoN IdC5823619 8/1/92 /1/93 $ 2,000, EACH ACCIDENT S 2,000, DISEASE ^POUCYLIMIr AND Ei@I.OYERS• lIBB.RY LI S 2,000, DL4EASE• EACH EMPLOYEE i.oHC�NOaaLPxs a"oITaRBe WORKERS COMPENSADON D(SgPNON OF REMB, ALL OPERATIONS PEBFORMEO FOR THE CITY OF NEWPORT BEACH BY OR ON BEHALF OF THE NAMED INSURED W CONNECTION WITH THE FOLLOWING CONTRACT. C -2938 1992 -4,3 Streets and Miscellaneous Slurry Seal and Resurfacing Program PHOJEGr TR1E AND CORRV" NUMBER �, 'sYrrA lu'PnNG F C�E�RIFI x`Q'1!' 'an rtilrR ).1 Tn�l C� CEI TION" w• a; :. p > s ^" ': M��I�P.1rw ')d t' 1�. SRO'" ANY Or THE ABOVE DE5QDi POLICIES DE NON-RENEWED, CITY OF NEWPORT BEACH CANCELLED OR COVERAGE REDUCED BEFORE THE EXPIRATION OATS THE 1'.0. BOX 1768 COMPANY APSOBDING COVERAGE SHALL PRONOE SO OAYS MIN. ADVANCE 3900 NEWPORT BLVD. Y REGISTERED AIL NOTICE TO THE CITY OF 9EACH B M NEWPORT SEAG4 CA. 92659 -1768 A ° "' Ll�DATE- AT U7 %14193 10:13 FAX 1 714 786 7646 ALL AMER.ASPRALT R003 • Page 11 GENERAL LIABILITY INSURANCE ENDQnSEMZMT It is agreed that: With respect to such insurance as is afforded by the policy for General Liability, the City of Newport Beach, its officers and employees are additional insureds, but only with respect to liability arising out of operations performed by or on behalf of the named insureds in connection with the contract designated below or acts and omissions of the additional insureds in connection with its general supervision of such operations. The insurance afforded said additional insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach shall be called upon to contribute with insurance provided by this policy. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of liability of the company affording coverage_ The insurance afforded by the policy for Contractual Liability Insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the named insured under the indemnification or hold harmless provision contained in the written contract designated below, between the named insured and the City of Newport Beach. 4. With respect to such insurance as is afforded by this policy, the exclusions, if any, pertaining to the explosion hazard, collapse hazard and underground property hazard (commonly referred to as 11XCU" hazards) are deleted. 5. The limits of liability under this endorsement for the additional insured(s) named in Paragraph 1 of this endorsement shall be the limits indicated below written on an "Occurrence" basis: 5/91 (x) Commercial ( ) Comprehensive General Liability $ 1,000,000 each occurrence S 2,000,000 aggregate The applicable limit of Contractual Liability for the company affording coverage shall be reduced by any amount paid as damages under this endorsement in behalf of the additional insured(s). 87!14%91 1.0:14 FAX 1 714 796 7646 AI.L AMFR..ASPHALT O114 Page 11A The limits of liability as stated in this endorsement shall not increase the total liability of the company affording coverage for all damages as the result of any one occurrence in excess of the limits of liability stated in the policy as applicable to General Liability Insurance. 6. Should the policy be non - renewed, canceled or coverage reduced before the expiration date thereof, the Issuing Company shall provide 30 days' advance notice to the city of Newport Beach by registered mail, Attention: Public Works Department. 1992 -93 Streets and Miscellaneous Slurry 7. Designated Contract: Project Title an Con ac No. C -2938 This endorsement is effective 8/1/92 at 12:01 a.m. and forms a part of Policy No. G of I,htiona Union Fire Ins. Co. (Company Affording Coverage). Insured: All American Asphalt _ Endorsement No.: TssuTNG COMPANY Calco Insurance Brokers & Agents 600 City Parkway West, #500 Orange, Ca 92668 By: f/ ) axe. _ Author>zedep es n ive 5191 1�7 14;'9:1 10:14 FAX 1 714 796 7646 ALL !kKER,ASPHAIN 17J005 • •. Page 12 Ai1TOM6$ILE LIABILITY INSCJRANCE EISDORS�IENT It is agreed "'that: 1. With respect to such insurance as is afforded by the policy for Automobile Liability, the City of Newport Beach, its officers and employees are additional insureds, but only with respect to liability for damages arising out of the ownership, maintenance or use of automobiles (or autos) used by or on behalf of the named insured in connection with the Contract designated below. The insurance extended by this endorsement to said additional insured does not apply to bodily injury or property damage arising out of automobiles (1) owned by or registered in the name of an additional insured, or (2) leased or rented by an additional insured, or (3) operated by an additional insured. The insurance afforded said additional insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach shall be called upon to contribute with insurance provided by this policy. 2_ The policy includes the following provision: 'The insurance afforded by the policy applies separately to each insured who is seeking coverage or against whom a claim is made or suit is brought, except with respect to the limits of liability of the company affording coverage." 3. The limits of liability under this endorsement for the additional insureds named in Paragraph 1. of this endorsement shall be the limits indicated below for either Multiple Limits or single Limit: 5/41 ( ) Multiple limits Bodily Injury Liability $ Bodily Injury Liability Property Damage Liability ( ) Combined Single Limit Bodily Injury Liability & 1,000 Property Damage Liability $ _ per person per accident The limits of liability as stated in this endorsement shall not increase the total liability of the company affording coverage for all damages as the result of any one accident or occurrence in excess of the limits of liability stated in the policy as applicable to Automobile Liability Insurance. 07;14'93 10:1..51 3 FAX 1 714 736 7646 • ALL AM1IEN.ASPHAUT 0 Page 12A 4 CI (16 4. Should the policy be. non - renewed, canceled or coverage reduced before the expiration date thereof, the Issuing company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department. 1992 -93 Streets and Miscellaneous Slurry 5. Designated contract: Project Tit-16'Siid dontii&f No. C -2938 This endorsement is effective 8/l/92 at 12:01 a.m, and forms a part of Policy No.CA1187750 of National Union Fire Ins. Co. (Company Affording Coverage)_ Insured: All American Asphalt Endorsext --nt No.. ISSUING COMPANY Calco Insurance Brokers & Agents 600 City Parkway West, #500 Orange, CA 92668 Hy:, Authorized sent t ".e 5/91 LI • Page 13 WORKERS' COMPENSATION INSURANCE CERTIFICATION "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." All American Asphalt Date Name of Contractor (Principal) C -2938 5� sz � �1/ �//10 Contract Number Authorized TignaVurld a Title Rosario Leggio, Jr., V.P. C -2938 1992 -93 Straatc and Mic,e7laneous Slurry Seal and Resurfacing Title of Project 5/9. • CONTRACT • Page 14 THIS AGREEMENT, entered into this day of , 190, by and between the CITY OF NEWPORT BEACH, her of r "City," and All American Asphalt , ereinafter "Contractor," is made with reference to the following facts: A. City has heretofore advertised for bids for the following described public work: 1992 -93 Streets and Misc. Slurry Sea] & Resurfacing C -2938 Title of Project Contract No. B. Contractor has determined by City to be the lowest responsible bidder on said public work, and Contractor's bid, and the compensation set forth in this contract, is based upon a careful examination of all plans and specifications by Contractor, NOW, THEREFORE, the parties hereto agree as follows: 1. Contractor shall furnish all materials and perform all of the work for the construction of the following described public work: 1992 -93 Streets and Misc. Slurry Seal & Resurfacing C -2938 Title of Project Contract No. which project is more fully described in the contract documents. Contractor shall perform and complete this work in a good and workmanlike manner, and in accordance with all of the contract documents. As full compensation for the performance and completion of this work as prescribed above, City shall pay to Contractor the sum of Three Hiindrad Ninetyy - Five Thmi a�j Nine Hundred Ninety Five Dollars & This compensation includes: 00/100 - ($395,995.00) (a) Any loss or damage arising from the nature of the work, (b) Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the work, (c) Any expense incurred as a result of any suspension or discontinuance of the work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. 5/91 • • Page 14A 3. All of the respective rights and obligations of City and Contractor are set forth in the contract documents. The contract documents are incorporated herein by reference as though set out in full and include the following: (a) Notice Inviting Bids (b) Instructions to Bidders and documents referenced therein (c) Payment Bond (d) Faithful Performance Bond (e) Certificate of Insurance and Endorsement(s) (f) Plans and Special Provisions for 92 -93 Street & Misc. Slurry Seal & Resurfacing Program C -2938 Title of Project Contract No. (g) This Contract (h) Standard Specifications of Public Works Construction (current Edition) and all supplements 4. Contractor shall assume the defense of, pay all expenses of defense and hold harmless, City and its officers, employees and representatives from all claims, loss or damage, injury and liability of every kind, nature and description by reason of or arising out of the negligent or willful conduct of the Contractor, his /her employees, agents and subcontractors in the performance of the Project, except such loss or damage caused solely by the active negligence of City or its officers, employees and representatives. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first written above. a F• U sivi oJ 9<� oil CITY OF PORT BEACH A Mu 'cip 1 Corporation All American Asphalt Name of Contractor -Authorized 81gna d Title Rosario Leggio Jr,. P. • CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM CONTRACT NO. 2938 I. SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . 1 II. COMPLETION, SCHEDULE AND PROSECUTION OF WORK . . . . 1 III. CONTRACTOR'S LICENSES . . . . . . . . . . . . . . . . 3 IV. PAYMENT . . . . . . . . . . . . . . . . . . . . . . . 3 V. WATER . . . . . . . . . . . . . . . . . . . . . . . . 3 VI. PUBLIC CONVENIENCE AND SAFETY. . . . . . . . . . . . 3 A. Traffic Control Plans . . . . . . . . . . . . . . 3 B. "NO PARKING, TOW - AWAY" Signs . . . . . . . . . . 4 C. Notification to Residents. . . . . . . . . . . . 4 VII. CONSTRUCTION SURVEY STAKING . . . . . . . . . . . . . 5 VIII. CONSTRUCTION DETAILS . . . . . . . . . . . . . . . . 5 A. Slurry Seal . . . . . . . . . . . . . . 5, 6, & 7 B. Cold Plane Existing Pavement . . . . . . . . 7 & 8 C. Asphalt Concrete . . . . . . . . . . . . . . . . 8 D. Crack Sealing . . . . . . . . . . . . . . . . . . 9 E. Engineering Fabrics . . . . . . . . . . . . . . . 9 F. Removals . . . . . . . . . . . . . . . . . .9 & 10 G. Utility Adjustment . . . . . . . . . . . . . . .10 H. Traffic Striping and Pavement Markings 10, 11 & 12 I. Traffic Signal Detection . . . . . . . . . . . .12 I. • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS ' FOR 1992 -93 STREETS AND MISCELLANEOUS SLURRY SE�L� AND RESURFACING PROGRAM CONTRACT NO. 2938 SCOPE OF WORK SPA ?�,�� f The work to be done under this contract consists of (1) cold planing along edge of PCC gutter; (2) reconstructing A.C. street section; (3) crack sealing; (4) installing reinforced pavement fabric; (4) constructing asphalt concrete overlay; (5) placing emulsion- aggregate slurry seal; (6) adjusting existing utility frames and covers to finished grade; and (7) restriping and performing other incidental items of work as necessary to complete the work in place. All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions, (2) the Plans (Drawing No. R- 5667 -L (attached), T- 5167 -S, T- 5282 -S, T- 5315 -5, T- 5316 -S, T- 5326 -5, T- 5453 -5, T- 5623 -5, T- 5624 -S, and T- 5626 -L, (3) the City's Standard Special Provisions and Standard Drawings for Public Works Construction, (1991 Edition); and (4) the Standard Specifications for Public Works Construction, (1991 Edition, including Supplements) . Copies of the Standard Special Provisions and Standard Drawings may be purchased at the Public Works Department for Five Dollars ($10.00) . Copies of the Standard Specifications may be purchased from Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, telephone (213) 202 -7775. II. COMPLETION, SCHEDULE AND PROSECUTION OF WORK No work shall begin until a schedule of work and a traffic control plan have been approved by the Engineer. The Contractor shall submit a construction schedule to the Engineer for approval a minimum of five (5) working days prior to commencing any work. The following requirements shall be incorporated into the schedule: A. All work under this contact shall be completed before October 1, 1993, or within sixty (60) consecutive calendar days after the start of work, whichever occurs first. B. The Contractor shall slurry seal the alley N/o West Coast Highway between Riverside Avenue and Tustin Avenue starting 7:00 a.m. Sunday morning and open to traffic by 12:00 p.m. (noon) the same day. In addition, the Contractor shall notify the Property Manager of the adjacent businesses at (714) 851- 5110 prior to performing the work. • • SP 2 of 12 B. The Contractor shall provide continuous traffic access for all streets not under construction. In addition, all public /private streets /alleys access adjacent to the project area shall be maintained open to traffic at all times. C. Hours of Work: 7:00 A.M. - 6:30 P.M. weekdays. No work will be permitted on Saturdays, Sundays, and holidays which disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity. No work will be permitted on Saturdays or Sundays except indicated herein. D. No two consecutive north -south or east -west streets ( e.g., Via Barcelona and Via Cordova, Via Cordova and Dia Dijon, Light House Lane and Island View Lane, Morning Canyon Road and Serra Drive, Via Marina and Vista Baya, North Star Lane and Evening Star Lane, etc.) shall be under construction concurrently. E. The Contractor shall perform all work on the City's Corporation Yard after 9:00 a.m. and during the weekends. The Contractor shall coordinate with General Services Department the City's Corporation Yard striping, traffic control, and allow the City's General Services Department five (5) working days to relocate /remove it's equipment, stockpile, etc. at the Corporation Yard. The Corporation Yard striping shall be done by the General Services Department. In addition, the Contractor shall slurry the Corporation Yard in two phases. The Contractor shall make such arrangements by contacting the City's Field Operations Superintendent, Mr. Leon Hart, at (714) 644 -3060. E. All streets and City's Corporation Yard shall be opened to traffic and parking at the end of each work day. F. The Contractor shall accommodate City's trash collection (see attached Collection Schedule) and City's street sweeping (see attached Lido Isle Street Sweeping Schedule). If the Contractor elects to work on a street during its street sweeping /trash collection days, it shall be his responsibility to make alternative trash collection arrangements by contacting the City's Field Operations Superintendent, Mr. Leon Hart, at (714) 644 -3060. G. The Contractor shall provide covers and shall cover, maintain, and uncover the City's "NO PARKING STREET SWEEPING "" signs to allow residential parking adjacent to any street under construction during street sweeping days. • • SP3of12 III. CONTRACTOR'S LICENSES At the time of award the Contractor shall possess a General Engineering Contractor A license or Specialty Earthwork and Paving Contractor C -12 license. At the start of work and until completion, the Contractor shall possess a business license issued by the City of Newport Beach. IV. PAYMENT The unit or lump sum price bid for each item of work shown on the proposal shall be considered as full compensation for labor, equipment, materials and all other things necessary to complete the work in place, and no additional allowance will be made therefor. Payment for incidental items of work not separately provided for in the proposal (e.g., tack coat, street sweeping, vegetation removal, etc. shall be included in the unit prices bid for related items of work. Partial payments for traffic control and mobilization shall be made in accordance with section 10264 of the California Public Contract Code. V. WATER If the Contractor elects to use City's water, he shall arrange for a meter and tender a $500 meter deposit with the City. Upon return of the meter in good condition to the City, the deposit will be returned to Contractor, less a quantity charge for water usage. VI. PUBLIC CONVENIENCE AND SAFETY The Contractor shall submit a written traffic control plan for each street and parking lot to the Engineer and obtain his approval a minimum of five (5) working days prior to commencing any work. A. The traffic control plans shall incorporate the following: 1. The location and wording of all signs, barricades, delineators, lights, warning devices, temporary parking restrictions, and any other details required to assure that all traffic will be handled in a safe and efficient manner with a minimum of inconvenience to the motorists. 2. A complete and separate plan for each phase of construction proposed by the Contractor showing all items listed under 1. above and the restrictions of Section II. COMPLETION. SCHEDULE, AND PROSECUTION OF WORK. • SP4of 12 3. Reopening of all traffic lanes, parking lots, and on- street and off - street parking upon completion of each day's work (see Section II.). In addition, emergency vehicle access shall be maintained at all times. 4. Lane closures on Via Lido Nord, Via Lido Soud, Bay View Way, and Bay View Place will be permitted only from 9 :00 a.m. to 3:30 p.m.. B. "NO PARKING, TOW - AWAY" Signs Where any restrictions mentioned necessitate temporary prohibition of parking during construction, the Contractor shall furnish, install, and maintain in place "NO PARKING, TOW - AWAY" signs (even if streets have posted "NO PARKING" signs) which he shall post at least forty (40) hours in advance of the need for enforcement. In addition, it shall be the Contractor's responsibility to notify the City's Police Department, Traffic Division, at (714) 644 -3740, for verification of posting at least 40 hours in advance of the need of enforcement. The signs shall (1) be made of white card stock; (2) have minimum dimensions of 12 inches wide and 18 inches high; and (3) be similar in design and color to Sign No. R -38 of the Caltrans Uniform Sign Chart. The Contractor shall print the hours, days and date of closure in 2- inch -high letters and numbers. A sample of the completed sign shall be approved by the Engineer prior to posting. The Contractor shall only post streets with the time and dates that disrupts parking and access. Errors in posting "NO PARKING, TOW- AWAY" signs, false starts, acts of God, strikes, or other alterations of the schedule will require that the Contractor repost the "NO PARKING, TOW - AWAY" signs. C. Notification to Residents Between 48 and 55 hours before closing a section of street, the Contractor shall distribute to each affected address a written notice stating when construction operations will start and approximately when vehicular accessibility will be restored. The written notices will be prepared by the Engineer. The Contractor shall insert the applicable dates and times of closure at the time he distributes the notices. Errors in distribution of notices, false starts, acts of God, strikes or other alterations of the schedule will require that the Contractor redistribute notices to residents. • • SP 5 of 12 VII. CONSTRUCTION SURVEYING STARING Field staking for control of construction will be provided by the Engineer. In situations where property corners or survey ties interfere with the work, the Contractor shall notify the Engineer a minimum of two (2) working days prior to removal so that the Engineer can survey and reset property corners and survey ties. VIII. CONSTRUCTION DETAILS A. Slurry Seal Application Add the following to _Standard Specifications Subsection 302- 4.3.2: "Prior to applying the slurry, the surface shall be cleared and cleaned by the Contractor of all loose material, vegetation, oil, and other foreign material. In addition, the Contractor shall either remove and reinstall existing wheel stops prior to and upon completion of the slurry seal or leave the existing wheel stops protected in place and slurry around the wheel stops. Hence, the existing wheel stops, P.C.C. improvements, landscapings, buildings, etc. shall be protected and slurry free. "The application shall be sufficiently cured for the street and parking lot to be opened to traffic by 4:00 p.m. without tracking or damage to the surface. The slurry shall be applied at the rate of 2,000 square feet per extra long ton for Type I. Application Test The Engineer may require the Contractor to slurry seal test sections of roadway approximately 1,000 feet long within the construction limits with Type I. If so, the Contractor shall apply slurry within test section in accordance with all requirements of these Provisions. No further slurry shall be applied until the test section applications have been completed to the satisfaction of the Engineer. Material Slurry shall be in accordance with the Standard Specifications except as modified as supplemented herein. • 0 SP 6 of 12 Emulsified asphalt shall be of the cationic quick -set type unless otherwise approved. Emulsified asphalt shall conform with the requirements of Standard Specifications Subsection 203 -3, for CSS -lh Grade. Composition and grading shall be Type I, with latex, per Standard Specifications Subsection 203 -5.3 and Section 5.0 herein. Additives a. Ammonium Sulfate Ammonium sulfate in liquid form shall be used as a retardant for cationic emulsion aggregate slurry. The amount of retardant shall be that amount necessary to (1) prohibit the slurry from setting up prematurely in the spreader box, and (2) permit a street, parking lot, bikeway, etc. to be opened to traffic within three hours after the application without tracking or damage to the slurry. b. Portland Cement Portland cement shall be used as an accelerator. The amount used shall be that amount necessary to (1) prohibit the slurry from setting up prematurely in the spreader box, and (2) permit a street, parking lot, trail, etc. to be opened to traffic within three hours after the application with out tracking or damage to the slurry. C. Latex Latex shall be used in Type I slurry. Latex shall be added to the emulsified asphalt at the asphalt plant at the rate of 2 1/2 parts latex to 100 parts emulsified asphalt by volume. Latex -added emulsified asphalt shall be kept in a suspended state by an agitating mixer and mixed every three days. The latex - added emulsified asphalt shall be mixed at a rate of 12 to 20 percent by weight of the dry aggregate. The exact rate shall be determined by a certified materials- testing laboratory approved by the Engineer in advance of testing. Materials testing shall be performed at the Contractor's sole expense. The Contractor shall only order only the amount of latex -added emulsified asphalt from the plant that he plans to use that day. • • SP7of12 Latex shall be Ultrapave 65K produced by the Textile Rubber and Cement Company, Inc., (714) 521 -2233 or equal approved by the Engineer in advance of ordering latex. Test report and certifications shall be made in accordance with Section 203 -1.3 of the Standard Specifications, except as supplemented or modified below: Seven days prior to the desired start of construction, the Contractor shall deliver sufficient amounts of samples of the latex -added emulsified asphalt and the aggregate to be used on this project to City approved laboratory for evaluation and determination of the optimum mixing proportions. A copy of the test report shall be submitted to the Engineer for review and approval. The Contractor shall not begin work until the Engineer approves the test results. B. Cold Plane Existing Pavement The Contractor shall cold plane a 5 foot minimum wide wedge along the existing edges of PCC gutters as dimensioned and designated on the plans and along edge of gutter produced if there is no cross gutter. The surface of the pavement after planing shall be uniformly rough grooved or ridged. The grade shall not deviate from a suitable straight edge by more than 3/8 inch at any point. The planer machine shall be specially designed and built to perform cold planing of bituminous or portland cement concrete pavement. The cutting drum shall be a minimum 60 inches wide with carbide tip cutting teeth placed in variable lacing pattern to produce various finishes. The machine shall be capable of operation at speeds of from 0 to 40 FPM. It shall be self - propelled and have a water spray at the cutting drum to minimize dust. The machine shall be capable of removing the material next to the gutter of the pavement being resurfaced and so designed that the operator thereof can at all times observe the planing operation without leaving the controls. The cutting drum shall be adjustable as to slope and depth and shall deep cut in one pass a maximum of 2 inches without producing fumes, smoke or dust. The planing machine shall have previously performed satisfactorily on similar work. • • SP8of12 The Contractor shall provide equipments, tools, and \or a smaller machine to trim areas inaccessible to the larger machine along utility covers. The smaller machine shall be equipped with a 12 inch wide cutting drum. During the cold plane operation, the Contractor shall sweep the street with mechanical equipment and remove all loosened material from planed areas. All loosened materials shall be removed and disposed by the Contractor. All costs for providing removal, delivery, and disposal shall be included in the unit price bid for cold planing. The Contractor shall abate dust nuisance by cleaning, sweeping, sprinkling with water, or other means as necessary. Adjacent Improvements - The Contractor shall be responsible for the protection of public and private improvements adjacent to the work. Additionally, the Contractor shall use appropriate construction methods and equipment to assure the protection of existing landscape, driveways and parkway treatments immediately adjacent to the existing curb. If, during construction, damage occurs to said landscape, driveways or parkways, the Contractor shall be responsible for restoring same to its condition prior to construction. C. Asphalt Concrete Prior to placing the A.C. overlay, a tack coat of Type SS-1h asphaltic emulsion at a rate not to exceed one -tenth (1 /10) of a gallon per square yard shall be uniformly applied to existing AC, and to portland cement concrete edges against which asphalt concrete is to be placed. The surface shall be free of all loose material or dust when the tack coat is applied. The work shall be done in accordance with Section 302 -5 and 400 -4 of the Standard Specifications, except as modified and supplemented below: 1. The surface shall be free of all dirt, debris, water, and vegetation prior to overlay. The asphalt concrete finish course shall be III -C3 -AR -4000. The Contractor shall feather a minimum of five (5) feet when joining existing pavement. • • SP9of12 The asphalt concrete base course reconstruction shall be with Type III -B -AR- 4000. In addition, the subgrade shall be compacted to a minimum of 90% prior to constructing the asphalt concrete base course. D. Crack Sealing All existing pavement cracks 1/4" or greater in width shall be cleaned, filled and sealed to existing pavement level with Polyflex 3 manufactured by Crafco Inc. or equal approved by the Engineer. Existing cracks to be sealed shall be cleaned of all loose material, vegetation, dirt, moisture, etc., using sandblasting, brushing, air blowing and any other method of cleaning as approved by the Engineer. E. Engineering Fabrics The work shall be done in accordance with Section 213 -1 and 302 -7 of the Standard Specifications. Pavement Fabric Pavement fabric shall be a nonwoven polypropylene, "Petromat" manufactured by Phillips Petroleum Company or equal approved by the Engineer and installed per the manufacturer's recommendations over reflective cracks and existing stressed areas as shown on plans, prior to the placement of the A.C. overlay. Asphaltic Membrane Asphaltic membrane shall be "Petrotac" manufactured by Phillips Petroleum Company or equal approved by the Engineer and installed per the manufacturer's recommendations. The Contractor shall place a 12" wide strip over construction joints of reconstructed areas, edges of storm drain and sewer trenches to be overlayed with A.C., and as needed at existing utility trench construction joints, prior to the placement of the A.C. overlay. F. Removals Existing AC improvements shall be sawcut a minimum of two (2) inches deep prior to removal. Final removal at the sawcut lines using equipment such as hard -blow pavement breakers and /or stompers shall be approved by the Engineer. • • SP 10 of 12 Pavement and unsalvageable materials that are removed shall become the property of the Contractor and shall be disposed of at the Contractor's expense. All costs for providing removal and disposal shall be included in the unit price bid for that item of work. 2. Adjacent Improvements - The Contractor shall be responsible for the protection of public and private improvements adjacent to the work. Additionally, the Contractor shall use appropriate construction methods and equipment to assure the protection of existing landscape, driveways and parkway treatments immediately adjacent to the existing curb. If, during construction, damage occurs to said landscape, driveways or parkways, the Contractor shall be responsible for restoring same to its condition prior to construction. 3. The Contractor shall remove all unstable subgrade. The locations and depth of unstable subgrade removal may vary; hence, the areas and depth shall be determined during construction by the Engineer. G. Utility Adjustment The Contractor shall adjust to finished grade all sewer manholes, sewer cleanouts, water valve covers, storm drain manholes, and survey monuments. Utility adjustments shall conform to City of Newport Beach Standard Drawing No. Std. - 111 -L, Std. -116 -L and Std. - 511 -L. All water valves, sewer cleanouts, survey monument and manhole frames and covers damaged prior to or damaged during removal, handling or adjustment operations shall be replaced by the Contractor at his sole expense. In addition, all utility frames and covers shall be uncovered and protected /cleaned of any slurry. H. Traffic Striping and Pavement Markings This item of work shall be done in accordance with Section 210 -1.6, "Paint for Traffic Striping, Pavement Marking and Curb Marking" and Section 310- 5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" of the Standard Specifications, except as supplemented or modified below: Paint for traffic striping and pavement markings shall be white Formula Number 2466 -A9 and yellow Formula Number 2467 -A9 as manufactured by J.E. Bauer Company. • 0 SP 11 of 12 Delete paragraph 1 of Subsection 310 - 5.6.7, "Layout, Alignment and Spotting" of the Standard Specifications and add the following: The Contractor shall perform all layout, alignment and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown in the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping and markings. No street shall be without the proper striping over a weekend. The Contractor shall remove any existing thermoplastic traffic striping and /or pavement markings prior to resurfacing or slurry seal. Method of removal shall be approved by the Engineer prior to construction. If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require that the Contractor reinstall "NO PARKING, TOW - AWAY" signs and renotify residents in accordance with Sections VI.B and C herein, respectively, at the Contractor's sole expense. In addition, if the Contractor removes /covers /damages existing striping /raised pavement markers outside of the work area he shall re- stripe /replace at his expense. New raised pavement buttons and markers shall be provided and installed per plan by the Contractor in accordance with Section 85 "Pavement Markers" of the Caltrans Standard Specifications, except the raised pavement markers for location of fire hydrants shall conform to City of Newport Beach Std.- 902 -L. In addition, the Contractor shall clean, protect, or replace within 24 hours all raised pavement buttons and markers covered, damaged, or removed as a result of the slurry seal operation. All new non - reflective pavement markers (Types A and AY) shall be ceramic. All new reflective pavement markers shall have lg ass covered reflective faces. • • SP 12 of 12 Traffic stripes and pavement markings shall be applied in two coats. The first coat of paint shall be dry before application of the second coat. At least (1) application of paint shall be applied to all striping and markings within 24 hours after the asphalt concrete overlay. All the raised pavement markers to be installed must be installed between 15 days and 30 days after the asphalt concrete overlay and shall be placed directly over striping. Thermoplastic traffic striping and pavement markings shall be Alkyd type and be installed per plan by the Contractor in accordance with Section 84 -2 " Thermoplastic Traffic Stripes and Pavement Markings" of the Caltrans Standard Specifications. In addition, the thermoplastic shall be warranted by the Contractor against blistering, bleeding, excessive cracking, staining, discoloring, chipping, and poor adhesion for one year. I. Traffic Signal Detection The Contractor shall notify the Traffic Engineer (714) 644 -3344 to locate existing traffic signal detection feed points at least two working days prior to cold planing or any work which may damage existing traffic loops. Once the City has marked the location of the existing traffic signal detection feed points, the Contractor shall avoid cold planing those areas. Hence, any detection devices located by the City which are damaged as a result of cold planing shall be repaired or replaced at the Contractor's sole expense within five working days. Replacement or repair of damaged detection devices shall be inspected by Signal Maintenance, Inc. at (714) 630 -4900, at no cost to the City. Signal Maintenance, Inc. shall provide the City a written acceptance of their inspected work prior to the Engineer's final inspection of the completed work. COLLECTION SCHEDULE MONDAY • Balboa Peninsula, E. of Newport Pier (Newport Pier to West Jetty) • Newport Crest • Lido Sands • West Newport from Newport Pier to Santa Ana River (Balboa Blvd. to the Ocean) • Newport Shores • Balboa Coves TUESDAY • Cliff Haven • 15th St to 16th St. (Tustin to Irvine Ave.) • Newport Heights • Lido Island • Bayshores • Park Lido Tract • Finley Tract • Newport Island • 32nd St. to 44th St. (Balboa Blvd. to Marcus) • Linda Isle • Anniversary Tract • Vista Bahia • West side of Irvine Ave. to Tustin Ave. from Holiday Rd. to Santa Isabel Ave. (Moden Annex) • Irvine Ave. to west side of Dover Dr, from Westchff Dr. to Mariners Dr. (Mariners Square) WEDNESDAY • Harbor Island • Beacon Bay • Promontory Bay & Harbor Isl. Dr. • The Cove • Balboa Island • Bayside Dr. (Coast Hwy. - Bayside Dr. to Jamboree) • Irvine Terrace • Big Canyon & Townhouses • Sea Island • WEDNESDAY (Continued) • Dover Shores • Baycrest • Harbor Highlands • Westcliff THURSDAY • Cameo Shores • Cameo Highlands • Corona Highlands • Shorecliffs • CDM SOUTH of Coast Hwy. from Avocado to Hazel (Coast Hwy to Ocean Blvd.) • China Cove • Breakers Drive • Bayside Drive (Jamboree to Marguerite) • Granville Apartments • Eastbluff • The Bluffs • Belcourt & Belcourt Hill • Bayridge • Newport North (N. side of Bison - jamboree to MacArthur) FRIDAY • Harbor View Hills • CDM (NORTH of Coast Hwy. to 5th Ave. - MacArthur to Hazel) • 5th Ave. - Hazel to MacArthur • Broadmoors • Jasmine Creek • Jasmine Park • Lusk Tract • Harbor Point • CDM Terrace • Point Del Mar • Spyglass Hill • Canyon Crest • Seaview Broadmoor • Harbor Ridge • Harbor View Knoll • Harbor View Homes • Harbor Hill • Seawind • Ifolynz VIA V773.( VIA O 3N1NVX VIA p L-..- .•- ^ ^' ^ "_ 2 0 SN3 1ZVM VIA L-` - -- N V/Z3N3A VIA 3N/ONn VIA 3153191 VIA ON39 NVS VIA VNN3AVN VIA Ol /00 VIA ONN37Vd VIA 0131ANO VIA 30 /N VIA 31-71N3N VIA VO907 VIA NONOX VIA 9VOnr du 0 0 v �l VOVNl/ V/A L—i VNV/ZVN9 VIA pp{ © U VON-79 VIA ^h� 0 37N3813 V /A /7093 VIA MONO VIA vnoo9o9 Vu VN073OYV9 VIA Q S3911NV VIA h\ 11 J U bo W J O Z 1 Q Q j 2 3A9VN VIA U w m' 0 m � _ ¢ d W w WU_ LL V ?. 4 U~ Ll_1 i _7 n s r,n LL w W I� 1.1.1 L�1 LIJ _J n 0 gi ROAMS RJE. - - - — arm COLLEGE CITY OF ORR4GE Co- 005TR FAIRGROUNDS MESA VICTORIA SHEETS 6, 11 - 13 0 Q� ST. QOQ ~ ?yO n i 19TH ¢ ST. Ld cc IL z sr II SHEET 8- SHEET 9 SHEET 5 J A9cT,xIcsMS 7,11 AND 15 VQC INN MRP ozoiv NOT TO SCALE m BAY SHEETS 2 AND 15 �J SHEET 3 SHEET 4 0- SEE DETAIL MOP PER SHEET NUMBER CITY ®P NEWPORT BEACH PUBLIC .WORKS DEPRRTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SERL, RESURFACING & RECONSTRUCTION PROGRRM C -2938 1 v�� Y 11 N CITY OF IRVINE 10 U.C. t. SHEET 3 SHEETS 2 I I RND 14 SHEET 1 OF 18 QED 44 PUBLIC WORKS DIRECTOR R.C.E. 12806 19 May 1993 SCRLE N.T.S. FT I R- 5667 -L 0 J' O J" O 'q // CONSTRUCTION NOTES Q COLD PLANE 5' MINIMUM WEDGE (1' BELOW E.G. EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON THE TYPICAL SECTION. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM DATE C -2938 nRAwN 19 PUBLIC WORKS DIRECTOR R.C.E. 12806 R- 5667 -L QQ CONSTRUCT 1.5' THICK ASPHALT CONCRETE OVERLAY. 3Q ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., Sl1RVEY MONUMENTS, SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. (FOR SLURRY SEAL, PROTECT /CLEAN EXISTING RAISED PAVEMENT MFfaTRS). Q SANCUT AS NECESSARY, REMOVE EXISTING STREET SECTION AND CONSTRUCT LEGEND 5' THICK ASPHALT CONCRETE BASE COURSE. WERE STREET RECONSTRUCTION IS ADJACENT TO EXISTING EDGE OF GUTTER, CONSTRUCT A.C. BASE COURSE 1' BELOW EDGE OF GUTTER. - RESURFACING © AS NEEDED, SEAL EXIISTING PRVEMENT CRRCKS\JOINTS 1/4' OR LARGER. - RECONSTRUCT STREET ( INSTALL 12' WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG SECTION CONSTRUCTION JOINTS AND EX. UTILITIES TRENCH JOINTS, EXCEPT ADJACENT — SLURRY SEAL TO EX. EDGE OF GUTTER. 9Q APPLY TYPE I SLURRY SEAL. SEE SHEET NUMBERS 14, 15, 16, 17, AND 18 FOR ADDITIONAL INFORMATION. SHEET 2 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM DATE C -2938 nRAwN 19 PUBLIC WORKS DIRECTOR R.C.E. 12806 R- 5667 -L it A CONSTRUCTION NOTES <\ 4� INSTALL TRAFFIC STRIPING, PAVEMENT MARKERS, AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLEAN EXISTING RAISED PAVEMENT MARKERS). 9O APPLY TYPE -I SLURRY SEAL. LEGEND = - SLURRY SEAL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -2938 SHEET 3 OF 18 PUBLIC WORKS DIRECTOR R.C.E. 12BOG R- 5667 -L c H LEGEND M - SLURRY SEAL UCTION NOTES NEW ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLERK EXISTING RAISED PAVEMENT MARKERS). 9O RPPLY TYPE -I SLURRY SEAL. SEE SHEET NUMBER 18 FOR ADDITIONAL INFORMATON. MY OF NEWPORT RERCR PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -293B Q �J LQ SHEET 4 OF 18 'J o" PUBLIC WORKS DIRECTOR R.C.E. 12806 R- 5667 -L • CON ION NOTES ' ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLEAN EXISTING RAISED PAVEMENT MARKERS) N 90 APPLY TYPE -I SLURRY SEAL. 4 m1 WEST LEGEND = - SLURRY SEAL CORST lG7 wy 'QQ o / � e / J ti Q IctatIC H `lvjnVSUlA CYTY OF NEWPORT BEACH PUBLIC WORKS DEPRRTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -2938 ;Z >ivr LIDO ISLE LI9 <I� I �RD �y LIDO S OUD "ENPORT C%%C4 SHEET 5 OF 10 =D PUBLIC WORKS DIRECTOR R.C.E. 12BOG 19 Ma 1993 SALE N.T.S. FT R- 5667 -L ® ® r LEGEND �� 1 2 3 4 6 7 r �Iq ® - RESURFACING r DIST iy Q r Z r `STq I 2 3 INDIAN SPRING6 CIRCLE 4 6 7 4 1 2 3 6 7 4p Al CONSTRUCTION NOTES Q1 COLD PLANE 5' WEDGE 0" BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON THE TYPICAL SECTION. CONSTRUCT 1.5" THICK ASPHALT CONCRETE OVERLAY. Q3 ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., SURVEY MONUMENTS SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINSISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLERK EXISTING RAISED PAVEMENT MARKERS). © AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS 1/4' OR LARGER. 0 INSTALL 24" WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS AND EXISTING UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. SEE SHEET NUMBERS 11 THROUGH 13 AND 16 AND 17 FOR RDDITIONAL INFORMATION SHEET 6 OF 16 CITY OF NEWPORT BERCH APPROVED _ PUBLIC WORKS DEPARTMENT L/_ , PUBLIC WORKS DIRECTOR 1992 -93 STREETS AND MISCELLANEOUS SLURRY R.C.E. 12606 SEAL, RESURFACING & RECONSTRUCTION PROGRAM DRTE 19 Ma 1993 SCALE N.T.S. C -2938 DRAWN FT R- 5667 —L Li D o 7 °D DD � HoTrIN D bORFO�K CN � fj* �Py l DR D � 2 3 4 5 WHITE D�FSTC Q�GiC tiTy DRIVES UPPER NEWPORT BAY X310I.G1 ® - RESURFACING ® - RECONSTRUCT STREET SECTION CONSTRUCTION NOTES �r NEWPORT DUNES 0 COLD PLANE 5' WEDGE (I" BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON THE TYPICAL SECTION. QQ CONSTRUCT 1.5" THICK ASPHALT CONCRETE OVERLAY. Q3 ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., SURVEY MONUMENTS SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINSISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLERN EXISTING RAISED PAVEMENT MARKERS). SD SAWCUT AS NECESSARY, REMOVE EXISTING STREET SECTION AND CONSTRUCT 5' THICK ASPHALT CONCRETE BASE COURSE. WHERE STREET RECONSTRUCTION IS ADJACENT TO EX. EDGE OF GUTTER, CONSTRUCT R.C. BASE COURSE 1" BELOW EDGE OF GUTTER. © AS NEEDED, SEAL EXISTING PAVEMENT CRACKS\JOINTS 1/4' OR LARGER. 0 INSTALL 24" WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS AND EXISTING UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. ( INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT. SEE SHEET NUMBERS 11, 15 AND 16 FOR ADDITIONAL INFORMATION SHEET 7 OF 18 CITY ®F (NEWPORT RERCH APPROVED PUBLIC WORKS DEPARTMENT PUBLIC WORKS DIRECTOR 1992 -93 STREETS AND MISCELLANEOUS SLURRY R.C.E. 12806 SEAL, RESURFACING & RECONSTRUCTION PROGRAM DATE 19 May 1993 SCALE N.T.S. C -2938 DRAWN FT R- 5667 -L it CITY BOUNDRRY- D Li CE IL z CITY OF COSTR MESR SIN TAP, N CITE YARD , D ` ERR- SERVICES) HOSPITAL RD HORG HOSPITAL �N N o� Ja i D CONSTRUCTION NOTES APPLY TYPE -I SLURRY SERL. LEGEND ® - SLURRY SEAL SEE SHEET NUMBER 18 FOR RDDITIONRL INFORMATION. CITY OF NEWPORT BERCH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -2938 SHEET B OF 18 nrrrcwtu 41// Q PUBLIC WORKS DIRECTOR R.C.E. 12806 19 May 1993 SCRLE N.T.S. DRAWN FT R- 5667 -L it N 1 32ND ST LEGEND M - SLURRY SEAL LIDO ISLE CONSTRUCTION NOTES O INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS FIND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLEAN EXISTING RAISED PAVEMENT MARKERS). 9O APPLY TYPE -I SLURRY SEAL. SHEET NUMBER 18 FOR ADDITIONAL INFORMATION. CITY OF NEWPORT RERCH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -2938 SHEET 9 OF 18 PUBLIC WORKS DIRECTOR R.C.E. 12806 R- 5667 -L d�jST low S N ti 9�, �Tb F-,S �,• p ti�v� BRrct�sT Y P�J (PVT ST cRrs S) TPL eay (Pvr STS) f3 W �-a } WRY 1w 0 001 010 100 Ig iI CONSTRUCTION NOTES LEGEND ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS (FOR SLURRY SEAL, PROTECT /CLEAN (♦ - SLURRY SEAL EXISTING RAISED PAVEMENT MARKERS). APPLY TYPE I SLURRY SEAL. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS RND MISCELLRNEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PR1 C -2938 SHEET 10 OF 18 PUBLIC WORKS DIRECTOR R.C.E. 12806 N.T.S. R- 5667 -L 1/2- LIP 33' Iv c. --- EX. 21 R.C./ 41 R.B. - EXISTING P.C.C. CURB & GUTTER * EVENING STAR LANE NORTH STAR LRNE* WINDRRD LANE BONAIRE WRY BAYPORT WRY BRREMER WRY PRLOMR DRIVE CENTELLR PLACE INDIAN SPRINGS CIRCLE 1/2- LIP (TYPICAL) ' � 1 �t TYPICAL SECTION N. T. S. 37' -- - - - -- - -- ---- - - - - -� EX. 2' R.C./ 40 R.B. �--- EXISTING P.C.C. CURB & GUTTER WHITE CLIFFS DRIVE FRANCISCO DRIVE HOLIDAY ROAD TYPICAL SECTION N.T.S. REF. TRACT 5178 TRACT 3282 TRACT 3176 REF. TRACT 4224 TRACT 3282 TRACT 2052 CONSTRUCTION NOTES (D COLD PLANE 5' MINIMUM WEDGE 0- BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON TYPICAL SECTION. Q CONSTRUCT 1.5- THICK ASPHALT CONCRETE OVERLAY. Q ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., SURVEY MONUMENTS, SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. © AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS 1/4' OR LARGER. (D INSTALL 12" WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS AND EX. UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. © INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT. SHEET 11 OF 18 CITY OF NEWPORT BEACH IRPPROVED Q PUBLIC WORKS DEPARTMENT 1992 -93 STREETS RND MISCELLRNEOUS SLURRY PUBLIC WORKS DIRECTOR R.C.E. 12886 SERL, RESURFRCING & RECONSTRUCTION PROGRAM DATE 19 May 1993 ISCRLE N.T C -2938 DRAWN FT I R- 5667 -L 12' LIP 33' i AND VARIABLE mmyollll • _ _ I 2% vow.•..... ci. i I i - _' -- --- - ----- ' - -- --- - - - - -- - EX. 2' B.C./ 4' R.B. EXISTING P.C.C. CURB & GUTTER TYPICAL SECTION N.T.S. PRIVATE ROAD REF. TR 2513 12' LIP (TYPICAL) VISTR BRYR 24.5'i TO 34' MWI)CR MIN. v2% 2 d o r 2% --------- -- --------------------- ___ — EX. 2' R.C.% 4" R.B. _• -- EXISTING P.C.C. CURB & GUTTER TYPICAL SECTION N.T.S. REF. TR 1159 CONSTRUCTION NOTES (D COLD PLANE 5' MINIMUM WEDGE (1" BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE APPLICABLE) AS SHOWN ON TYPICAL SECTION. Q CONSTRUCT 1.5" THICK ASPHALT CONCRETE OVERLAY. 30 ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., SURVEY MONUMENTS, SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. © AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS 1/4' OR LARGER. Q7 INSTALL 12' WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS AND EX. UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. SHEET 12 OF 1B CITY OF NEWPORT BEACH HPPKUVt1] PUBLIC WORKS DEPARTMENT PUBLIC WORKS DIRECTOR 1992 -93 STREETS FIND MISCELLANEOUS SLURRY R.C.E. 128OG SEAL, RESURFACING & RECONSTRUCTION PROGRRM DATE 19 May 1993 ISCRLE N.T.S. C -2938 DRAWN FT I R- 5667—L 12" LIP (TYPICAL) t 34' ' MIN. ------ --------------- - -- -- -- - - -- EX. 2" R.C./ 4" R.H. �— — EXISTING P.C.C. CURB & GUTTER —� SIERRR VISTR TYPICAL SECTION N.T.S. EX. 2" R.C./ 4" R.B. EXISTING RETAINING WALL TYPICAL SECTION N.T.S. LRKE PRRK LRNE REF. TRACT 1601 REF: RESUB 96 CONSTRUCTION NOTES Q1 COLD PLANE 5' MINIMUM WEDGE 0" BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE RPPLICRBLE) RS SHOWN ON TYPICAL SECTION. 2Q CONSTRUCT 1.5" THICK ASPHALT CONCRETE OVERLAY. 3Q ADJUST EXISTING UTILITIES (WRTER VALVES, S.C.O., SURVEY MONUMENTS, SEWER AND S.D. MRNHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS RND RAISED PRVEMENT MARKERS. © AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS 1/4' OR LARGER. 7Q INSTALL 12" WIDE STRIP OF 85PHFLTIC MEMBRANE PAVEMENT FRBRIC ALONG CONSTRUCTION JOINTS RND EX. UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. CITY OF NEWPORT ®ERCH APPROVED PUBLIC WORKS DEPARTMENT v�•`�• PUBLIC WORKS DIRECTOR 1992 -93 STREETS RND MISCELLRNEOUS SLURRY R.C.E. 12806 SEAL, RESURFRCING & RECONSTRUCTION PROGRRM DRTE SCRL C -2938 19 Ma ]993 N.T.S. DRAWN R- 5667 —L 1/2' LIP � ( TYPICRL) 33' EX. 2' R.C./ 4 R.B. �- EXISTING P.C.C. CURB 6 GUTTER TYPICAL SECTION N.T.S. SRLT RIR DRIVE BLUE WRTER LRNE LIGHT HOUSE LRNE ISLRND VIEW DRIVE ' MIN. I 1 I 1 REF: TRACT 6385 CONSTRUCTION NOTES 10 COLD PLANE 5' MINIMUM WEDGE (l' BELOW E.G.\EXISTING PAVEMENT SURFACE WHERE RPPLICRBLE) AS SHOWN ON TYPICAL SECTION. �2 CONSTRUCT 1.5' THICK ASPHALT CONCRETE OVERLAY. 0 ADJUST EXISTING UTILITIES (WRTER VALVES, S.C.O., SURVEY MONUMENTS, SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. © AS NEEDED, SEAL EXISTING PAVEMENT CRRCKS\JOINTS 1/4' OR LARGER. 7Q INSTALL 12' WIDE STRIP OF ASPHALTIC MEMBRANE PAVEMENT FABRIC ALONG CONSTRUCTION JOINTS AND EX. UTILITIES TRENCH JOINTS, EXCEPT ADJACENT TO EXISTING EDGE OF GUTTER. CITY OF NEWPORT EERCH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS AND MISCELLANEOUS SLURRY SERL, RESURFACING & RECONSTRUCTION PROGRFMI C -2938 u zo 40 g4 PUBLIC WORKS DIRECTOR R.C.E. 12806 N.T.S. R- 5667 -L �— EXISTING P.C.C. CURB & GUTTER —� TYPICAL SECTION WHITE CLIFFS DRIVE SEA LANE N.T.S. 77. i REF. R- 5006 -S TRACT 4224 �— EXISTING P.C.C. CURB & GUTTER TYPICAL SECTION N.T.S. MORNING STAR LANE CONSTRUCTION NOTES Q CONSTRUCT 1.5- THICK ASPHALT CONCRETE OVERLAY. REF: TRACT 5178 0 ADJUST EXISTING UTILITIES (WATER VALVES, S.C.O., SURVEY MONUMENTS, SEWER AND S.D. MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ® INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. 5Q SRWCUT AS NECESSARY, REMOVE EXISTING STREET SECTION AND CONSTUCT 5" THICK ASPHALT CONCRETE BASE COURSE. WHERE STREET RECONSTRUCTION IS ADJACENT TO EXISTING EDGE OF GUTTER, CONSTRUCT A.C. BASE COURSE 1- BELOW EDGE OF GUTTER. CITY OF NEWPORT BERCH PUBLIC WORKS DEPARTMENT 1992 -93 STREETS RND MISCELLANEOUS SLURRY SEAL, RESURFACING & RECONSTRUCTION PROGRAM C -2938 SHEET 15 OF 18 PUBLIC WORKS DIRECTOR R.C.E. 12806 19 May 1993 SC LE N.T. FT R- 5667 -L • • 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTION Morning Star Lane (cul -de -sac) from 410' X (33' & VAR.) = reconst./ Polaris Drive to E'ly Terminus 24,400 S.F. resurface Evening Star Lane (cul -de -sac) from 905' X (33' & VAR.) = resurface Polaris Drive to E'ly Terminus 34,400 S.F. White Cliffs Drive from Polaris Dr. 60' X 38' = 2,280 S.F. reconst. to 60' E/o Polaris Drive --------=------------- --------- - - - - -- White Cliffs Drive from Polaris Dr. --- ---------------- 245' X 36' - - - - -- = 8,820 S.F. - -- - - - - -- resurface to North Star Lane North Star Lane from White Cliffs 805' X (33' & VAR.) = resurface Drive to E'ly Terminus 31,100 S.F. Sea Lane from Goldenrod Avenue to 640' X 36' = 23,040 S.F. reconst./ 640' W/o Goldenrod Avenue resurface Lake Park Lane from Tustin Avenue to 440' X (17.5' & VAR.) = resurface 23rd Street 9,900 S.F. ------------------------------- - - - - -- Indian Springs Circle (cul -de -sac) - ------------------ 80' X (52' - - - - -- & VAR.) = --- - - - - -- resurface from Irvine Avenue to W'ly Terminus 4,500 S.F. -------- -------------- --------- - - - - -- Via Marina (cul -de -sac) from Tustin ------------------------- 410 X (33 & VAR.) - -- - - - - -- resurface Avenue to E'ly Terminus 18,064 S.F. -------------------------- ----- - - - - -- Vista Baya (cul -de -sac) from Tustin --- --- 375' X ------------- (24.5' - - - - -- & VAR.) = --- - - - - -- resurface Avenue to E'ly Terminus 11,188 S.F. ------------------------- ------ - - - - -- Sierra Vista (cul -de -sac) from --- -------------- 470' X (32' -- - - - - -- & VAR.) = --- - - - - -- resurface Tustin Avenue to E'ly Terminus 19,574 S.F. -------------------- ----------- - - - - -- Windward Lane from Tustin Avenue to ------------------- 1,264' X 331= - - - - -- 41,712 S.F. --- - - - - -- resurface Irvine Avenue ------------------------------ - - - - - -- Francisco Drive from Tustin Avenue ------------------- 1,280' X 371= - - - - -- 47,360 S.F. - -- - - - - -- resurface to Irvine Avenue ------------------------------- - - - - -- Bolaire Way (cul -de -sac) from ------------------- 145' X (33' - - - - -- & VAR.) = - -- - - - - -- resurface Francisco Drive to N'ly Terminus 9,319 S.F. ------------------------------- - - - - -- Bayport Way (cul -de -sac) from ------------------- 130' X (33' - - - - -- & VAR.) = --- - - - - -- resurface Francisco Drive to N'ly Terminus 8,824 S.F. -- -- Braemar Way (cul -de -sac) from ------------------------- 130' X (33 & VAR.) --------- resurface Francisco Drive to N'ly Terminus 8,824 S.F. ------------------------------- - - - - -- Holiday Road from Tustin Avenue to --- ---------------- 1,247' X 37'= - - - - -- 46,139 S.F. --------- resurface Irvine Avenue Sheet 16 of 18 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTION Bolaire Way (cul -de -sac) from 160' X (33' & VAR.) = resurface. Holiday Road to S'ly Terminus 9,814 S.F. Bayport Way (cul -de -sac) from 160' X (33' & VAR.) = resurfacel Holiday Road to S'ly Terminus 9,814 S.F. Centella Place (cul -de -sac) from 285' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 13,939 S.F. ------------------------------- - - - - -- Paloma Drive from Holiday Road to ------------------- 500' X 33' = - - - - -- 16,500 S.F. --- - - - - -- resurface 500' S/o Holiday Road (City Boundry) Private Road from Irvine Avenue to 900' X (33' & VAR.) = resurface W'ly Terminus 31,800 S.F. Centella Place from 22nd Street to 175' X (37' & VAR.) = resurfacel N'ly Terminus 11,000 S.F. Light House Lane from Salt Air Drive 1,110' X 32'= 35,520 S.F. resurface! to Blue Water Lane Island View Lane from Salt Air Drive 860' X 32' = 27,520 S.F. resurface to Light House Lane Blue Water Lane from Salt Air Drive 1,120' X (32' & VAR.) = resurface to Crown Drive North 37,000 S.F. ---------- ----- ---------- ----- - - - - - -- Salt Air Drive from Light House Lane -------- 900' X --- -- 32' = ----- - - - - - -- 28,800 S.F. --- - -- --- resurface to S'ly Terminus -------------------- ----- ------ -- - - -- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- ------------------- ------ ----------- --- -------- ----- ----------- - ---- ---------- --------- -- -------- - - - - -- ---- - - - - -- ------ -- - - -- - - - - -- --- - - - --- ---- - - - --- --- - -- --- --- - -- - -- - -- - - - - -- - -- - - - - -- - -- - - - - -- --- - - - - -- Sheet 17 of 18 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTION Bayview Way from Bayview Place to 657' X 80' = 52,560 S.F. slurry Jamboree Road seal Bayview Place from Bristol Street 1,440' X 68'= 97,920 S.F. slurry South to Bayview Way seal Alley 130 N/o West Coast Highway 430' x (13.5' + 13.51) = slurry from Riverside Ave. to Tustin Avenue 11,610 S.F. (3'gtr. @ CL) seal Alley 13 -F N/o East Coast Highway ---- - - - 100' X - -- - 15' = ------ - - - - -- 1,500 S.F. - - - - - -- slurry from Poppy Avenue to Hazel Drive seal Dahlia Avenue from East Coast Hwy. 164' X 27' = 4,428 S.F. slurry to Fifth Avenue seal Fifth Avenue from Dahlia Avenue to 579' X (27'& 36') = slurry Goldenrod Avenue 25,434 S.F. seal Fifth Avenue from Jasmine Avenue to 1,820' X 32'= 58,240 S.F. slurry Poppy Avenue - - - - -- -------------- ----- - - - - -- seal --- - - - - -- ------------------------------- Lido Isle 856,000 S.F. slurry seal ------------------------------- - - - - -- Corona Highlands N/o East Coast Hwy. ------------- 295,000 S.F. ------ - - - - -- --- - - - - -- slurry seal ---------- - - - - -- City of Newport Beach Corporation 260,000 S.F. - - - -- slurry Yard (592 Superior Avenue) seal ------------------------------- - - - - -- Walkway W/o Vista Del Oro at Vista ------------------- 400' X 8' = - - - - -- 3,200 S.F. --- - - - - -- slurry Del Sol seal ------------------------------- - - - - -- Walkway W/o Parking Lot in Eastbluff - - - -- 1,600 X 8' = ------ - - - - -- 12,800 S.F. --- - - - - -- slurry Park (W /o Vista Del Oro) ------------------------------- - - - - -- ------------------------------------- ------------------------------------- L------------------------------ ------------------- ------------------- ------------------- ------------------------- - - - - -- - - -- -- - - - - -- seal --- - - - - -- --- - - - - -- --- - - - - -- --------- Sheet 18 of 18 SRN 1t NIGUEI- 9 \ 9 cG" t. DRIVE • V-,� 9 Z PRINT STOP MES5RGE — l2' MITE THERMOPLASTIC MY OF NEWPORT GERC H PUBLIC WORKS DEPARTMENT STOP MESSAGE AND STOP BAR ON BLUE WATER LANE AT CROWN DRIVE NORTH 9 G Z yr, r� s Im 0 l No. C 22045 z a EXP. /Q'3/ -93 CIV1%, NF CAI�E�� TR FFIC ENGINEER RE 22045 T- 5626 -L 9 i i +'iAT 2 4 iJ i APPROVED • 0 May 24, 1993 CITY COUNCIL AGENDA ITEM NO. 25 TO: Mayor and Members of the City Council FROM: Public Works Department and Utilities Department SUBJECT: 1992 -93 STREET AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids be opened at.11s.00 A.M. on June 17, 1993. DISCUSSION: is This project provides for 1) the slurry sealing approximately 1,700,000 square feet of asphalt streets and facilities throughout the City, and 2) reconstructing /resurfacing various streets throughout the City (see attached exhibits). The work is part of a continuing pavement maintenance program which reduces overall maintenance costs through the application of timely maintenance procedures. The slurry seal treatment will extend pavement life and delay the need for costly resurfacing and /or reconstruction. The resurfacing will improve drainage and the riding surface with an adequate structural section for present and 10 -year traffic demands. The estimated cost of the work is $410,000. Sufficient funds to award this amount are available in the following appropriations: 1. Street, Alley, and Bikeway Resurfacing and Reconstruction Program (Account No. 98301001). 2. Sidewalk, Curb and Gutter Replacement Program (Account No. 98301003). • 3. Street, Alley, and Bikeway Slurry Program (Account No. 98313001). 4. Street, Bikeway, and Parking Lot Striping and Pavement Marking Program (Account No. 98313004). Subject: 1992 -93 Street and Miscellaneous Slurry Seal and Resurfacing Program, C -2938 i May 24, 1993 Page 2 5. Curb Access Ramp Construction Program (Account No. 98313006). 6. Intermodal Surface Transportation Efficiency Act (ISTEA) \Measure "M" (Account No. 98313071). 7. Valves Covers Raised To Grade (Account No. 98500009). Plans and specifications were prepared by the Public Works Department. The estimated date of completion is October 1, 1993. J�� J Benjamin B. Nolan Public Works Director GW:so Attachments • 4 0 E 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) Morning Star Lane (cul -de -sac) from 410' X (33' & VAR.) _ Polaris Drive to E'ly Terminus 24,400 S.F. DESCRIPTION reconst./ resurface Evening Star Lane (cul -de -sac) from 905' X (33' & VAR.) = resurface Polaris Drive to E'ly Terminus 34,400 S.F. White Cliffs Drive from Polaris Dr. 60' X 38' = 2,280 S.F. reconst. to 60' E/o Polaris Drive ------------------------------- - - - - -- White Cliffs Drive from Polaris Dr. ------- 245' X ------------ 36' - - - - -- = 8,820 S.F. --- - - - - -- resurface to North Star Lane North Star Lane from White Cliffs 805' X (33' & VAR.) = resurface Drive to E'ly Terminus 31,100 S.F. Sea Lane from Goldenrod Avenue to 640' X 36' = 23,040 S.F. reconst./ 640' W/o Goldenrod Avenue resurface Lake Park Lane from Tustin Avenue to 440' X (17.5' & VAR.) = resurface 23rd Street 9,900 S.F. ------------------------------------ Indian Springs Circle (cul -de -sac) ------------- 80' X (52' ------ - - - - -- & VAR.) = --- - - - --- resurface from Irvine Avenue to W'ly Terminus 4,500 S.F. ----------- -- ------ ------------ - - - - -- Via Marina (cul -de -sac) from Tustin ------- 410' X ---------- (33' -- - - - - -- & VAR.) = --- - - - - -- resurface Avenue to E'ly Terminus 18,064 S.F. ----------- -------------------- - - - - -- Vista Baya (cul -de -sac) from Tustin ------------------- 375' X (24.5' - - - - -- & VAR.) = --- - - - --- resurface Avenue to E'ly Terminus 11,188 S.F. -------------- ----------- ------ - - - --- Sierra Vista (cul -de -sac) from ---------- 470' X --------- (32' - - - - -- & VAR.) = --- - - - --- resurface Tustin Avenue to E'ly Terminus ------------------------------- - - - - -- 19,574 ------------------- S.F. - - - - -- --- - - - --- Windward Lane from Tustin Avenue to 1,264' X 33'= 41,712 S.F. resurface Irvine Avenue ------------------- --------- --- - - - - -- Francisco Drive from Tustin Avenue ------- 1,280' ------------ X 37'= - - - - -- 47,360 S.F. --- - - - - -- resurface to Irvine Avenue -- - - - - -- -------- - - - - -- Bolaire Way (cul -de -sac) from ---- - - 145 X - - -- (33 --- - - - - -- & VAR.) = --------- resurface Francisco Drive to N'ly Terminus 9,319 S.F. --------- ----- --- ----- ------- - - - - -- Bayport Way (cul -de -sac) from ----- ----- 130 X --------- (33 -_ - - -- & VAR.) --- - - - --- resurface Francisco Drive to N'ly Terminus 8,824 S.F. Braemar Way (cul -de -sac) from 130' X (33' & VAR.) = resurface Francisco Drive to N'ly Terminus 8,824 S.F. Holiday Road from Tustin Avenue to ------------------- 1,247' X 37'= - - - - -- 46,139 S.F. --- - - - - -- resurface Irvine Avenue (Sheet 1 Of 3) EXHIBIT 0 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 LOCATIONS AREA (S.F.) DESCRIPTIO Bolaire Way (cul -de -sac) from 160' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 9,814 S.F. Bayport Way (cul -de -sac) from 160' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 9,814 S.F. Centella Place (cul -de -sac) from 285' X (33' & VAR.) = resurface Holiday Road to S'ly Terminus 13,939 S.F. ------------------------------ - - - - - -- Paloma Drive from Holiday Road to ---------- 500' X --------- 33' = - - - - -- 16,500 S.F. --- - - - - -- resurface 500' S/o Holiday Road (City Boundry) Private Road from Irvine Avenue to 900' X (33' & VAR.) = resurface W'ly Terminus 31,800 S.F. Centella Place from 22nd Street to 175' X (37' & VAR.) = resurface N'ly Terminus 11,000 S.F. Light House Lane from Salt Air Drive 1,110' X 321= 35,520 S.F. resurface to Blue Water Lane Island View Lane from Salt Air Drive 860' X 32' = 27,520 S.F. resurface to Light House Lane Blue Water Lane from Salt Air Drive 1,120' X (32' & VAR.) = resurface to Crown Drive North 37,000 S.F. --------- ----------- ---- ------- - - - - -- Salt Air Drive from Light House Lane ---- ------- 900' X 32' ----- = --- - - - --- 28,800 S.F. --- - - - - -- resurface to S'ly Terminus ------------------------------- - - - - -- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- ------------------------------------- -------- ------------------- ------------------- -------------- ---- ---- -------------- ----------- ----------- - - - - -- - - - - -- - - - - -- ----- - - - - -- - - - - -- ----- - - - - -- --- - - -- -- --- - - -- -- --- - - -- -- --- - - -- -- --- - - - - -- --- - - - - -- (Sheet 2 of 3) EXHIBIT • • 1992 -93 STREETS AND MISCELLANEOUS SLURRY SEAL AND RESURFACING PROGRAM, C -2938 r 4 LOCATIONS AREA (S.F.) DESCRIPTION : Bayview Way from Bayview Place to 657' X 80' = 52,560 S.F. slurry Jamboree Road seal Bayview Place from Bristol Street 1,440' X 681= 97,920 S.F. slurry South to Bayview Way seal Alley 130 N/o West Coast Highway 430' x (13.5' + 13.51) = slurry from Riverside Ave. to Tustin Avenue 11,610 S.F. (3'gtr. @ CL) seal ------------------------------- - - - - -- -- - - - - - -- --- - - - - -- Alley 13 -F N/o East Coast Highway 100' X 15' = 1,500 S.F. slurry from Poppy Avenue to Hazel Drive seal Dahlia Avenue from East Coast Hwy. 164' X 27' = 4,428 S.F. slurry to Fifth Avenue seal Fifth Avenue from Dahlia Avenue to 579' X (271& 36') = slurry Goldenrod Avenue 25,434 S.F. seal Fifth Avenue from Jasmine Avenue to 1,820' X 32'= 58,240 S.F. slurry Poppy Avenue seal ------------------------------------ - - - - - -- - --- - - - - -- Lido Isle 856,000 S.F. slurry seal ------------------------------- - - - - -- ------------------- - - - - -- --- - - - - -- Corona Highlands N/o East Coast Hwy. 295,000 S.F. slurry seal ------------------------------- - - - - -- ------------------- - - - - -- --- - - - - -- City of Newport Beach Corporation 260,000 S.F. slurry Yard (592 Superior Avenue) seal ------------------------------- - - - - -- ------------------- - - - - -- --- -- - - -- Walkway W/o Vista Del Oro at Vista 400' X 8' = 3,200 S.F. slurry Del Sol seal ------------------------------- - - - - -- ------------------- - - - - -- --- - - - - -- ------------------------------------- ----------- -------- - - - - -- --- - - - - -- (Sheet 3 of 3) EXHIBIT (Sheet 3 of 3) EXHIBIT Authorized to Publish Advertisements of aA kiriplotuding public notices by Decree of the Superior court of Orange County, California, Number A-6214, September 29, 1961, and A -24831 June 11, 1963 STATE OF CALIFORNIA 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 NEWPORT BEACH —COSTA MESA DAILY PILOT, a newspaper of general circulation, printed and published in the City of Costa Mesa, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published on the following dates: May 27, 1993 June 1, 1993 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on June 1 11993 at Cost esa, California z' it Signature 0 INVITING BIDS Sealed bids may be re- Mad at the office of the y Cfedr, 7300 Newport wlevard, P.O. Boz 1766, +upon Beach, CA 92659- Approved by the City Council this 24th day of May, 1993. Wanda C. Reggio, City perk Prospective bidders may obtain one set of bid docu- ments at no cost at the of. lice of the Public Works Department, 3300 Newport Boulevard, P.O. Box 1766, Newport Beach, CA 92659- 1768. For further information, call Gilbert Wong at 644, 3311. Published Newport Beach -Costa Mesa Daily; Pilot May 27, June 1, 1993. ThT991 PROOF OF PUBLICATION