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HomeMy WebLinkAboutC-1147 - Mariners Park Tennis CourtsPIEA`E RETU N TO: LAURA LAGIOS, CITY CLEW CITY C.7 r4EWPO'F.T BEACH 3;-00 NEWPORT BOULEVARD NEWPORT BEACH, CALIF. 92660 4420 60Ox 8781 PACE 53 f NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on September 12, 1968 the'Public Works project consisting of Mariner's Park Temis Courts C -1147) on which C_ x_ (w�a was the contractor, and United ,ccific Insurance Cn =te was the surety, was.completed. CITY OF NEWPORT BEACH _ 1 blic •ks Director VERIFICA I, the. undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury, that the foregoing is true and correct. Executed on November 1, 1968 at Newport Beach, California. I, the undersigned, I am the City Clerk of the City of Newport Beach; the City Council of said City n accepted the above described work as y c^tcL�cr 2R, 196a P completed and ordered that a Notice of Completion be filed. I declare,under penalty of perjury that the foregoing is true and correct. Executed.on November 1, 1968 of 16ga. 9 FB�GX FREE C4 3 at Newport Beach, California. RECORDED AT REQUEST OF CRY OF NEWPORT BEACH IIN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM NOV 7 1968 J. WYLRE CARLYLE, County Recorder • ,J CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 Date: November 1, 1968 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: Attached for recordation is Notice of Completion of Public Works project consisting of Mariner's Park Tennis Oovmts Contract No. 1147 on which 0. K. Ooyle was the Contractor and United Pacific Inslmanoe Ompanry was the surety. Please record and return to us. LL: Encl. Very truly yours, Laura Lagios City Clerk City of Newport Beach to 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 Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Mariner's Park Tennis Courts has been completed to the satisfaction of the Public Works Department. The bid price was: $ 30,270.00 Amount of unit price items constructed 30,270.00 Amount of change orders: -0- Total contract cost: 30,270.00 Engineering: 1,850.00 Testing 205.40 Water line materials 243.34 Total project cost: 32,568,74 Amount budgeted in Account #27- 7697 -010: $ 33,000.00 The contractor, Mr. O.K. Coyle of La Habra, has requested extra compensation in the amount of $1,318.41 for additional excavation and fill. His claim is that the extra depth of excavation was necessary to remove the lawn roots under the court slabs. At the time the work was being performed, June 7, 1968, no mention was made by the contractor that he felt it necessary to over - excavate. On September 13, 1968, after the slabs had been poured, he submitted his request for extra work. Subsequent investigation in the lawn areas adjacent to the courts has shown that the roots do not extend deeper than originally expected. The contractor's claim for extra compensation has been denied by Public Works. A copy of a letter from the contractor outlining his position is attached for reference. Mr. Coyle is expected to be at the Council Meeting to present his case. Engineering was by Franklin 0. Myers of Costa Mesa, California. The contract date of completion was September 10, 1968. The work was sub- stantially completed by September 12, 1968. The lights were energized by the Edison jCo pa n by September 27, 1968, �,� A1D C eph T. Devlin �``� -Ua Public Works Director GPD /ldg COU CIL: October 28, 1968 TO: CITY COUNCIL DI P SITION: T� FROM: Public Works Director FIE: d�� SUBJECT: ACCEPTANCE OF CONSTRUCTION 0 ARK TENNIS COURT (C -1147) RECOMMENDATIONS: to 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 Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Mariner's Park Tennis Courts has been completed to the satisfaction of the Public Works Department. The bid price was: $ 30,270.00 Amount of unit price items constructed 30,270.00 Amount of change orders: -0- Total contract cost: 30,270.00 Engineering: 1,850.00 Testing 205.40 Water line materials 243.34 Total project cost: 32,568,74 Amount budgeted in Account #27- 7697 -010: $ 33,000.00 The contractor, Mr. O.K. Coyle of La Habra, has requested extra compensation in the amount of $1,318.41 for additional excavation and fill. His claim is that the extra depth of excavation was necessary to remove the lawn roots under the court slabs. At the time the work was being performed, June 7, 1968, no mention was made by the contractor that he felt it necessary to over - excavate. On September 13, 1968, after the slabs had been poured, he submitted his request for extra work. Subsequent investigation in the lawn areas adjacent to the courts has shown that the roots do not extend deeper than originally expected. The contractor's claim for extra compensation has been denied by Public Works. A copy of a letter from the contractor outlining his position is attached for reference. Mr. Coyle is expected to be at the Council Meeting to present his case. Engineering was by Franklin 0. Myers of Costa Mesa, California. The contract date of completion was September 10, 1968. The work was sub- stantially completed by September 12, 1968. The lights were energized by the Edison jCo pa n by September 27, 1968, �,� A1D C eph T. Devlin �``� -Ua Public Works Director GPD /ldg O• K. Coyle 250 S. Cypress Ah P. O. Box 802 GMERM ENGINEERING CONTRACTOR Lo Habw, Caliiomia 90631 Men October 22, 1968 0"ITU o IAma Coda 213) City of Newport Beach 525 -0407 (714) Public Works Department 3300 West Newport Boulevard Newport Beach, California Mr. Gentlemen: Re: T. Devlin, Director of Tennis Courts This is a request for payment for additional work at the above site. Reference is made to my letter of September 13,' 1968, requesting payment for additional work. The work in question involves extra excavation, hauling of earth and bringing in crusher run rock suitable for base under concrete courts. Plans specify that six (6) inches of sod be removed: The work was done with men and equipment under the direction of my soil man, Mr. Villanueva, a man with years of experience. When the depth of the cut as defined on plans was reached, it was found that the sub grade was not suitable for building tennis courts over. With years of experience in the construction of courts, I personally, after advice and consultation with Mr. Villanueva, decided that in the interest of the City of Newport Beach, to build courts that would not develop cracks we should excavate until we were below unstable soil and grass roots. I did this additional work in good faith, expecting to be compensated. It would have been ridiculous for me to cut and remove soil and bring in acceptable materials if it were not necessary: An inspector for the City was in attendance when the work was in progress. Mr. Meyers, the engineer for the City was cognizant of extra excavation. I respectfully request payment in the amount of the request. Thank you. COUNCIL' Sincerel , �a��� RFCFIvFp I 0$IT ON: oxc:jf i,,b o. x. coyl OCT2 1968 FIL PUBLIC WORKS DER CERTIFICATE OF INSURANCE OpR\ SJ NORTHWESTERN MUTUAL INSURANCE COMPANY �RR�once eQ� i RTHWESTERN SECURITY INSURANCE COMPANY \0054 �OSbb DEE yoeYo��:.9 SEATTLE. WASHINGTON Q,o i,z May... 1. 7_ > 68 Date ------------------ ....................._....IS._ � � o THIS IS TO CERTIFY that the Insured named in the following schedule Is at this date insured with NORTHWESTERN MUTUAL INSURANCE COMPANY under the policy described in the following schedule affording coverage for the liability as imposed by law upon the Insured for damages, as defined in the policy, and subject to the terms and conditions of said policy. SOHEDULE 0, K, COYLE Insured........................................................................................................................................................................................................... ............................... P 0, BOX 802, LA HABRA, CALIFORNIA Addressof Insured ...........' ............... ................. ............................................................................................ CITY OF NEWPORT BEACH Nameof holder of this Certificate ........... ......_....._........._. — .............................._.....__............................,.......-..-......_....._..._......._.... ............................... Address of holder of this Certificate ......... 3300.W. NEWPORT_ BLVD ..... , HEWPORT .... BEACH, ---- CALIF , coverage Type of Liability Policy No. Policy Perlofl Limits of Eodlly injury Liability Limits of Proyyarty Damars Liability elnols L1mlt BODILY INJURY & 8020 -3324 1 -1 -66 to 1 -1 -69 $100 /300,000 $50/50,000 PROPERTY DAMAGE Location of Operations MARINERS PARK, NEWPORT BEACH, CALIF. Description of Operations Construction of Tennis Courts REMARKS: CITY OF NEWPORT BEACH IS HEREBY NAMED AS AN ADDITIONAL INSURED UNDER THIS POLICY "It is hereby ufiderstood and agreed that the policy to which this certificate refers may not be cancelled, materially changed, nor the amount of coverage thereof reduced, nor the policy allowed to lapse until ten (10) days after receipt of by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, of a registered written notice of such cancellation or reduction in coverage." ABOVF 130 1131) APPROVED BY: CITY A i' F� j =Y Jx AS TO _ ,;,, W ` — - -- 9ECNETART , e MtADlb Countersigned at ..... Sap ... Gabr -i-el-'--_Cal_if._... - - ......this----------- 1.7.th ------ dayof — May -------------------- --------- -------_-------- -19 -68 Agent Eoem 2144 965 (EDITION OF a -OD) PTD Y!A II USTRIAL INDE ITY cA STOCK CO YI HOME OFFICE SAN FRANCISCO NAMED INSURED 0• K. COYLE P. 0• BOX 802 LA HABRA, CALIF. CERTIFICATE ' ISSUED TO CITY OF NEWPORT BEACH 3300 W. NEWPORT BLVD, NEWPORT BEACH, CALIF. COMPANY EN JERRY DORINF AGEN CY Insurance & Surety Bonds 283 3361 $86 -0066 Office Phone 201 E. Las Tunas Dr. 7 (a $an Gabriel, �d CERTIFICATE OF INSURANCE CERTIFICATE ISSUED BY .INDUSTRIAL INDEMNITY CrAIMANY sT.EEl INDUSTRIAL INDEMNITY COMPANY has issued coverage effective as of the dates and for the periods and limits specified below and subject to all terms, conditions, provisions, exclusions and limitations of the described Binders or Policies whether shown by endorsement or otherwise. Any requirements or provisions in anycontract or agreement between the Insured and any other person, firm or corporation will not be construed as enlarging, altering or amending the definition of insured or any other terms or conditions of this certificate or the policy designated. KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY COMPENSATION P 630 -8631 EFF – – SIA3LJTORY PD WORKMEN'S COMPENSATION EXP 1 -1 -69 Qa OS PER OCCURRENCE ? '' COMPENSATION EFF STATUTORY COMPENSATION AAiE)g) OF WORKMEN'S_ COMPENSATION EXP EMPLOYER'S LIABILITY - - S PER OCCURRENCE LIABILITY EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY— AUTOMOBILE $ $ EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY - - EXCEPT AUTOMOBILE EFF $ $ EACH ACCIDENT PROPERTY DAMAGE LIABILITY - AUTOMOBILE EXP $ EACH ACCIDENT AGGREGATE PROPERTY DAMAGE LIABILITY -- $ EXCEPT AUTOMOBILE $ AUTOMOBILE PHYSICAL DAMAGE COMPREHENSIVE EFF 5 �; FIRE. LIGHTNING & TRANSPORTATION F ~ THEFT )BROAD FORM) EXP, s COLLISION OR UPSET ACTUAL CASH VALUE LESS S DEDUCTIBLE GLASS EFF REPLACEMENT COST PER EXP SCHEDULE FILED WITH COMPANY INLAND MARINE EFF EXP $ _ EFF EXP $ Effective any loss under Physical Damage Coverage is payable as interests may appear to the Named Insured and the Lienholder named below in accordance with Loss Payable Endorsement on reverse side. DBlvAmm a ;' I t is hereby understood and agreed that the policy to which this certificate refers .may not be cancelled, materially changed, nor the amount of coverage thereof zeclucped, nor �the policy allowed to lapse unt11 ten j10) days after re eip� by the As respects the it,11- Aca:�esc��Fl�ro- l6m�ll,(,'.he City of Newport Beach City Ha 1 I , Newport Beach, �a 1 i . or a YEAR TRADE NAME BODY TYPE AND MODEL SERIAL NUMBER registered written notice of such cancellation or reduction in coverage.'' HtMARKS: �L (/ Job: Mariners Park Tennis Courts, Newport Beach, Calif. -7/ This policy shall not be canceled nor reduced in coverage until after 10 days rittei notice of c celation or reduction in coverage shall have been mailed to this certificate holder. Certified this 17th day of Producer Jerry Doring Agency IX031- R619-641 car 201 E. Las Tunas Drive c__, c_1,_: -1 .-t-1 if May 19 68 IND AL INDEM TY COMPANY By "tir -`--� Aulh rixed Repress MOti�e 49 A AUTOMOBILE LOSS PAYABLE ICALIFORNIA ONLY)•' c With respect to the interest of the Lien- Holder indicated on the. - Certificate of Insurance its successors and assigns, thereinafter' 'ths -Lien. Holder], in its capacity as conditional Vendor or Mortgagee or ofherwise, in the property insured under this policy,. -this compang*ffeby agrees . as follows: 1. Loss or damage, if any, to the property described in this policy shall Y"yable f: rstly to the Lien- Holder and secondly to the jn3,n.d, as their interests may appear, provided nevertheless that upon demand by the Lie '! "' upon the company for separate settlomeat t -era amount of said loss shall be paid directly to the Lien - Holder to the extent of its interest a:'d file balance, if any, shall be payable to the i:rurad. $. The insurance under this policy as to the in:erea only of the Lien-Holder, chill not be impaired in any way by any change in the title or gwner- ship of the property or by any breach of werccty or condition of the plicy, or by any omission or neglect, or by the performance of any act in violation of any terms or conditions of the policy or because of the failure to perform any act required':. by the ia: ms or conditions: of, the policy or because of the subjection of The property to any conditions, use or operation not permitted by the policy or because of any false statement concerning i:ds policy or the subject thereof, by the insured or the insureds; employees, agents or representatives; whether occurring honors or after the cncthment c {'this agreement, or whether before or after the toss;. PROVIDED, however, Qhdl the wrongful coversion, embezzlement or secretion by the P. rrhrsrr_ Mortgagor', or Lessee in pcssessi o.i 4 the insured property under mortgage, conditional sale, contract, lease agreement, or otlmr contract is not ccrere! under this policy, un!es spclfti oily In'saredi against and premium paid t,Ierefor-. .. S. In the event of ffe.!ure of the i ;. ,tired to pay any premium cr adc'itionol premium which shall be at became due under the fprfris of this policy, ' this nmpcmy agrees to gi - >e v;riRCa notice to the Lien -Helder of such non payment of premium offer sixty (60) days from and vnihln one hundred and twenty (120) days after doe dote of such premium and it is a condi! ion of the continuance of the rigi-ds of the Lien - Holder hereunder that the Lien Holder when so netif..cd in •.nting by this company of the failure of live E:.. S to pay such premium shall pay or cause to be paid :he premium due within ten 1101 Leis L"Io ping receipt of the company's demand is : im therefor. If the lien - Holder shall de,:-::a to pay said Premium or ad :Iiticna( premium, :h, :'i._ :,!s of the Lien Helder under this Auton, :'_ :'u Less I gable Endorsement shall not be Ientninared csiore ten (10) days after receipt of sold written notice by the Lien - Holder. 4. If the company elects to toner: this policy in whole or in part 'a: non- p.yincvtt of. premium, cr for any other Me _c. ^, z! a company will forward a copy of the con- cHnnon notice to the Len- Holder of its office specified hereinafter concurrently with the sendlog a notice to the insured but in suc:t case this policy sho!I continue in force for the benefit of Inc Len - Holder only for ten 110) days after w liven novice of such cancelloton is rzcciv -1 by the lien - Haller. In no event, as to the interest only of the Lien - Holder, shall cancellation of any insurance under this policy covering the property described m the pokey be effected at the request of the insured before fen 110) days after wri:'cn novice of request for cancel: -ion shall have boon given to the Lfzn- Holdcr by the company, In the event of cancellation of this policy the unearned premium shall be paid to the Lien - Holder, provided the said Lien - Holder has advanced the premium. S. If there be any ether insurance upon the v✓!thin- describe; propery, this company shall be liable under this policy as to the Lien-Holder only for the proportion of such loss or damage that the sum hr-_y insured bears to the whole amount of valid and collectible insurance of similar char- acter on said property under policies held by, payable le oad erpre ^sly consented :a by the Lien - Holder, and to the extent of payments so made this company shall be subragated (pro retc with all other insurers contributing to said payment) to all of the Lien - Holder's rights of contribution under said other insurance. 6. Whane:er this company shall secy to the Lien - Hondo- any sum for loss or damc:ge under this policy end shall claim that as to the insured no liability therefor exists, this company at its option, may pay ^.0 Ilse lien- Holder file whole principal s cad interest due cr to b_mme due from the insured on the obli :,n'.cn secured by the property insured under this policy, keAi :i refund of all r st not accrued;, end this company shall thereunan e a full as.si3nn f and transfer, without recourse, of said ob1l9.t;rn and the security held as collateral thereto; but no sub- rogation shot impair the right of the Lien - Holder to recoverti�e full amount of its claim. ]. The c =voce c.ceted c,dr, 'his p sbc:'I continue in rotf force and -effect as t., the interest of the Lien -Holdcr only, for a period of ten 1101 days after cxp:rc :ion of se .d Policy unless cr, accep!ablc t y in rene• :rat her-c; with loss thereunder paycl :: to the lien - Heider in accord- once vnt!i the terms of this Aa :en:or;fa Lnzs Payable E-= ^remint shall have bo_0 issued by some insurance co, -paw y end accep:ed by the Lien - Ho!de:. In the event of a toss not otherwi..a hovered dur;na t!-e cxtoadad ten (101 days period herein referred to, en annc.l paScy covering the same hazards to the preperiy inscrodl: under the isnginal pche; shall be issued and accepted by the Lien - Holder and ld,:iy_ non S. Shoo!d the o•.v ^.c -ship and right of posses= -ton of any of rho property covered under this pclicy become vested in the Lie:: Ia::ier or irs agent, this pc!!cy cha!I ccnif^ue far the tern li ;crcof for the benefit of the Lien - Haider {with all incidents of ownership of the pclicy] but, in such e'-nt, Parocraphs two (2), five (5) and six (6) of this Automobile Loss Payable Endorsement s: :cll no longer apply; provided, nevertheless, all prvi. leges and endr.sements which, by reason of the p:!med conditions of this policy, arc or may be necessary to maintain the validity of the contract are hereby gre.rited for a period of thirty (30) days cnd all notices likewise reaui.-ed to be given to the company by the insured are hereby waived for a period of thirty (30) days with the exception of requirements' applying at the time of or subsequent to a loss. 9. All notices heron provided to he given by the Company to the Lien - Holder in connection with this policy and this Automobile Loss Payable Endorsement shall be mailed to or delivered to the Lien - Holder at its office or branch as indicated on the Certificate of Insurance. All other terms and conditions of this policy remain unchanged. This endorsement is hereby made a part of the policy number indicated on the Certificate of Insurance. INDUSTRIAL INDEMNITY COMPANY S r z CITY CONTRACT NO. 1147 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR MARINERS PARK TENNIS COURTS APPROVED BY THE CITY COUNCIL ON THIS 8TH DAY OF APRIL, 1968 G%Yrd LAURA LAGIOS, CTJY CLERK CLERK z. PAGE I -A SHEET I OF 2% i CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, .CALIFORNIA, UNTIL 9:30 A.M., ON THE 6th DAY OF May , 1968, AT WHICH TIME THEY WILL BE OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: MARINERS PARK TENNIS COURTS CONTRACT NO. 1147 NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR BIDDER'S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE THE FOLLOWING: I. - PROPOSAL 2. PAGE - DESIGNATION OF SUB - CONTRACTORS PAGE BIDDER'S BOND PAGE 9 - NON- COLLUSION AFFIDAVIT 5. PAGE 10 - CONTRACTOR'S FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS SIGNING ON BEHALF OF THE BIDDER. FOR CORPORATIONS, THE SIGNATURES OF THE PRESIDENT OR VICE PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY.ARE REQUIRED AND THE CORPORATE SEAL SMALL BE AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIP, THE SIGNATURE OF AT LEAST ONE GENERAL PARTNER IS REQUIRED. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE. THE ESTIMATED QUANTI- TIES ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS. NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. THE CONTRACTOR SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL. PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DE- PARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA, AT NO COST TO LICENSED CONTRACTORS. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT IS REQUESTED THAT THE PLANS AND SPECIAL PROVISIONS BE RETURNED WITHIN 2 WEEKS AFTER THE 810 OPENING. ' A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH STATNDARD SPECIFICATIONS. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND HAS SET FORTH THESE ITEMS IN RESOLUTION NO. 6519. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. 0 Page lb The following is the schedule of prevailing wage rates, 1966 -67, for a selective list of classifications. Together with the information 'included in the Resolution No, 6519, this schedule is to be considered.a part of these contract specifications. Prevailing Wage Rates - 1966 -67 Classification (Selective Listing) (5/1/66) (5/1/67) Carpenters 4,83 Cement Mason Journeyman 4,60 4.84 Laborers General or Construction 3.70 3.85 Asphalt Raker & Ironer 3.91 4.06 Flagman 3.70 3.85 Guinea Chase 3.78 3.93 Laying of all non - metallic pipe 4.01 4.16 Tunnel Classifications Vibratorman, Jack Hammer, Pneumatic Tools (except driller) 4.315 4.4445 Operating Engineers 7 1/66) (7/1/67) Oiler an signalman (Group 1) 38- Skiploader (Less 4/5 yd.) (Group 2) 4.62 4.77 Rodman and:Chainman (Group 3) 4.86 5.01 Instrumentman (Group 4) 4.97 5.12 Grade Checker (Group 5) 5.16 5.31 Pavement - breaker operator (Group 5) 5.16 5.31 Grade -all operator (group 6) 5.26 5.41 Teamsters (5/1/66) 5/1/67) Dump Truck Driver (Less than 4 yes) 4.350 Water truck driver (2500 gal.to 4000 gal) 4.53 4.68 Building and Construction trades (5/1/66) (5/1/67) Bricklayer & Stone Mason 5.15 3.15- Electrician (7/1/66) (7/1/67 Journeyman Wiremah 6.11 6. 5 (4/28/66) Lather 4.765 Painters (7/1/66) (7/1/67 Journeyman - spray 5.22 5.33 Pipe trades Plumber 5.55 5.64 Any classification omitted herein shall be the prevailing craft rate. Overtime, Sunday and Holiday rates are at prevailing craft rates. CITY OF NEWPORT BEACH, CALIFORNIA Laura Lagios, City Clerk CITY OF NEWPORT BEACH MARINERS PARK TENNIS COURTS CONTRACT NO. 1147 PROPOSAL To the City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California Gentlemen: PR 1 of 2 The undersigned declares that he has carefully examined the location of the work, has examined the Plans and Special Provisions,has read the Notice Inviting Bids, and hereby agrees to furnish all labor, materials, equipment, transportation, and services to do all the work required to complete Contract No. 1147 in accordance with City of Newport Beach Drawing No. P- 5022 -S (consisting of four sheets), the City's Standard Drawings and Specifications, and the Special Provisions, and that he will take in full payment therefor the following prices for each completed item of work, to wit: 1. Lump Sum Earthwork and Aggregate Base (Including Excavation and Imported Borrow) @ Twou Siwa *X*%d ad SlI t Dollars and Cents $ 4,769.09 Lump Sum 2. Lump Sum Construct Portland Cement Concrete including Steel Reinforcement for Tennis Court Slabs, Grade Beams and Walls, and Walks and Slabs @ 'iwtw ""land Six Nvwdrad U SiiaDollars and Cents $ i;s•606.90 3. Lump Sum Construct New Fencing and Light Poles Including Salvaging and Modification of Existing Fence r-1 4. Lump Sum Plumbing Work Complete in Place PR2of2 @ Elaar irr,bad aad Saaraab Thrra Dollars and Cents $ 10173.00 5. Lump Sum Electrical Work Complete in Place @ Fit* One Huadmd vW Five Dollars and Cents $ 4.108.00 Lump Sum 6. Lump Sum Construct Benches, Nets, Net Posts and Hardware, Joint Sealing, Initial Painting of Playing Lines, and All Miscellaneous Work @ Elaraa NMmftd ad Se"*VThns DOIIars and Cents $ 1.113.00 Lump Sum 7. Lump Sum Staining and Coloring Concrete and Final Painting of Playing Lines @jirurta Oarwd ad Mtnely lire Dollars and Cents Lump Sum TOTAL PRICE WRITTEN IN WORDS (BID ITEMS 1 THROUGH 7) 70W 210 9MSMd, Six NaW! Mt S" OV SO" Dollars and Cents ADDITIVE ITEM 8. Lump Sum Additional Cost of Substituting San Gabriel Aggregates for Orange County Aggregates in the Concrete for the slabs of the Two (2) Tennis Courts @ Thhs NWad ad rif y Dollars and Cents Lump Sum TOTAL $ 29,871.00 X80.00 2/71,.67 ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORKI AS INDICATED IN THIS PROPOSAL.9 TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER* IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES1 THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT,PRICEy THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS.OF THE CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS. PROPOSAL ARE APPROXIMATE ONLY BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS* THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID* THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (I0) DAYS, NOT INCLUDING SUNDAYP AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS.. LICENSE N0. 194096 CLASSIFICATION BI i A ACCOMPANYING THIS PROPOSAL IS Bend CASH, CERTIFIED CHECK., CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN IS COMPENSATION OR TO UNDERTAKE SELF- INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE., AND AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 213 697 -6253 PHONE NUMBER 6 Nay, 1968 DATE 1000 Nantucket Street (s) 0. K. Coyle BIDDERS NAME (SEAL) (s) Otis K. Coyle AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE La Habra W631 Individual BIDDERS ADDRESS TYPE OF ORGANIZATION (INDIVIDUALS CORPORATIONS CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARY TREASURER AND MANAGER-IF A CORPORATION* AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIPS i PAGE 3. DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER2 AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. 4 r ITEM OF WORK SUB- CONTRACTOR - ADDRESS 8. 9• 10. [I. r r r . r. Mll i rr; 'it t � ■r. : t s n e _ r�,.tIt B IDDER�S NAME 6 Etta C_ rnviw AUTHORIZED SIGNATURE 2wd Iddual TYPE OF ORGANIZATION (INDIVIDUAL.. COPARTNERSHIP OR CORPCAATION) La Nabs. 90631 ADDRESS FOR ORIGINAL COPY CITY CLERIC PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL Bond No. s36397 KNOW ALL MEN BY THESE PRESENTS, THAT WE, O. K. Coyle - _, AS PRINCIPAL, AND United Pacific Insurance CWw , AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF Ten Par Cent (IOX) Ot the Awwt Bid In 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. c THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTIONQi TENNIS COINS AT MARINER PARK IN TIIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, A.ND;'.IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCHCOI�STRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INV•, TING BIDS" WITHIN TEN (IO) DAYS (NOT INCLUDING SATURDAY AND SUNDAY),FROM THE DATE OF ��E MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPOktIT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. 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, WE HEREUNTO SET OUR HANDS AND SEALS THIS 6th DAY OF NAY 19 68 CORPORATE SEAL (IF CORPORATION) O. K. Coyle PRINCIPAL ATTACH ACKNOWLEDGEMENT OF BY: (s) Otis K. Coyle ATTORNEY IN FACT) UNITED PACIFIC INSURANCE COWMY JURETY BY (s) Gerrit P. Dorta9 TITLE Attorney- infact 0 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT • PAGE 5 BOND NO. 535408 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 13th 1968 HAS AWARDED 0. K. COYLE HEREINAFTER DESIGNATED AS THE "PRINCIPAL") A CONTRACT FOR MARINERS PARK TENNIS COURTS - C -1147 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS 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, 'wiE 0. K. COYLE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTEEN THOUSAND', THI,RTEEN AND 50110D. _ _,_ - -.- - - - - - - - - - - - - DOLLARS ($ :1 ,01,5.50 ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT'WELL AND TRULY TO BE 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 PERSON OR HIS SUBCON- TRACTORS-, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, 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, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE 1A1TTORNEY'S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION YZOII OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. • PAGE 6 (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND1 AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE 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 CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND,AS AN INDIVIDUAL, IT.. 15 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 PRINCIPAL t' :n SURETY ABOVE NAMED, ON THE 17th DAY OF MAY 1 196 -I. 0. K. COYLE (SEAL) (SEAL) ��� - (SEAL) CONTRACTO Pr'mlum C;:-,gad i°r jkj, e d ;1 ild,44 4 Ny Om °" th. Pwi °'. °� g"° UNITED PACIFIC INSURANCE COMPANY BY: GERWIT P. DORING Attorney -in -fact APPROVED AS TO FORM: SURETY W CI Vr ATTORN THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: -- CITY CLERK (SEAL) (SEAL) AL) State of California s s: County of Los Angeles On MAY 17th 19—a before me, the undersigned, a Notary Public in and for said County, personally appeared I GERRIT P. WRING known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that— he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and It IS own name as Attorney -in -Fact. ,.�, \� f& f ISCHEN -���" = C ALIFORNIA � FICE IN COUNTY 19 My Commiss My Commission Expires Au p�ust 1t3 196 B-2004 California - Juror (Attomsy -in -Fact Ac. now edpmen Rev. 1 -65 �-��� Notary Public in and for said County PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 7 BOND NO. 535408 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 13th 1968 HAS AWARDED TO 0. K. COYLE HEREINAFTER DESIGNATED AS THE "PRINCIPAL% A CONTRACT FOR MARINERS PARK TENNIS COURTS - C -1147 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFIm CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT NOW, THEREFORE, WE, 0. K. COYLE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTEEN THOUSAND, THIRTEEN AND 50/100 - - - - - - DOLLARS ($ 15,013.50 ), SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID T:0 THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD` MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN-THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. r -] (PERFORMANCE BOND - CONTINUED) 0 PAGE 8 AND SAID SURETY FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIME, ALTERATION OR ADDITION 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 CHANGE, EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT 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 ON 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 PB INCIPAL AND SURETY ABOVE NAMED ON THE 17th DAYOF MAY 19(tt 6hargsd SOT this Bond is i 180.00 APPROVED AS TO FORM: C IT VkT TORNEY 0. K. COYLE (SEAL) (SEAL) (SEAL) CONTRACTO UNITED PACIFIC INSURANCE COMPANY (SEAL) BY: SEAL SURETY GERRIT P. DORING Attorney -in -fact State of California ss; County of LOS Angeles MAY 17th me, the undersigned, o Notary Public in and for said County, personally _ known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that—he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h I S5 own name as Attorney-in -Foci. MARIE A. EISCHEN i NOTARY PUBLIC - CALIFORNIA �•/ PRINCIPAL OFFICE IN '•: 'i::" COUNTY NTY L C i' My Commies LOS ANGE _ 19_ �a/Lc -Q� yJ• . ��c�Q C Notary Public in and for said County My Commission (Ath, a Expires A ❑❑pp❑❑st 99�j �jqq��pQ 0.2004 Cvli fomm Juror (Attomey In -Fact AYFnowi%tlQMNAi) Re 1 65 , ... .. i' � ice:: -. n..Y...n.. ... ._. .. s. ...r NON— COLLUSION AFFIDAVIT PAGE g THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESL -NT AT THE TIME OF FILING THIS BIDS BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER OR SUCH AFFIANT OR AF- FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS) WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY THE BYLAWSO RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL - MAN WHICH IS NOT PROCESSED THROUGH SAID BID. DEPOSITORY OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY) THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED OFFERED PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACTS NOR HAS TM.IS. BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER WITH ANY PERSON WHOMSOEVER TO PAY) DELIVER TOE OR SHARE WITH ANY OTHER PERSON IN ANYWAY OR MANNER ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. r SUBSCRIBED AND SWORN TO BEFORE ME ,BY THIS D AY OF 194 �. MY COMMISSION EXPIRES: �` ,ry' ✓Y� IVOT +RY PII:iL IC, L E1• CP.LI'F RNIA PRINCIPAL OFFICE 1fJ LOS ANGELES COUNTY My Comm ss ;on Expires August 23, 1968 I NOTARY PUBLIC PAGE 10 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY., EXPERIENCES SKILL, AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILIT.Y. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. SIGNED • PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF 196 -L, BY AND BETWEEN THE CITY OF NEWPORT BEACH; CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND O.K. COYLE HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF.THE SECOND PART. WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS) 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF MARINERS PARK TENNIS COURTS AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. 2. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, 'EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES,, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR - TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE= MENT. PAGE 112 5- PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING 816S AND IS INCORPORATED BY REFERENCE HEREIN. G. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE:PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBI[LTTY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. NEWPORT O. 1, '1 Itt , I . \ \� ►,1,,.11 ATTEST: CITY CLERK L' CONTRACTOR (SEAL) BY: TITLE BY: APPROVED AS TO FORM: IrL4 �� ,PA CITY ATT" NEY ITLE I. II III. IV. V. VI. VII. VIII. IX. X. XI. XII. XIII. XIV. XV. 0 9 INDEX TO SPECIAL PROVISIONS PAGE SCOPE OF WORK 1 QUALIFICATIONS OF CONTRACTOR 1 A. General 1 B. Prequalification of Cement Finishers 1 CONDUCT OF WORK 1 COMPLETION OF WORK 2 SCHEDULE OF WORK 2 CONSTRUCTION SURVEYS 2 SITE ACCESS AND WORK AREA 2 PAYMENT 2 GUARANTEE 2 UNFORESEEN DIFFICULTIES 2 WATER 3 SHOP DRAWINGS 3 EARTHWORK 3 A. General 3 B. Subgrade 3 C. Imported Borrow 4 AGGREGATE BASE 4 CONCRETE AND CONCRETE WORK 4 A. General 4 B. Materials 4 C. Placing and Finishing 5 D. Curing 5 E. San Gabriel Aggregates 5 PAGE XVI. STEEL REINFORCEMENT 5 XVII. STAINING, COLORING. AND PAINTING TENNIS COURTS 6 A. Painting 6 B. Staining and Coloring 6 XVIII. MISCELLANEOUS METAL WORK 6 XIX. CHAIN LINK FENCING 7 XX. ELECTRICAL WORK 7 A. Scope of Work 7 B. Codes 7 C. Mounting Facilities and Cleaning 7 D. Materials and Installation 7 1. General 7 2. Conduit 8 3. Wire and Cable 8 4. Receptacles 9 5. Time Switches 9 6. Contactors and Relays 9 7. Grounding 9 8. Meter and Main Circuit Breaker 9 9. Panels 9 10. Lighting Fixtures 9 11. Lamps 10 ! SP l of 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS 0 MARINERS PARK TENNIS COURTS CONTRACT NO. SCOPE OF WORK The work to be done under this contract consists of grading, constructing two Port- land cement concrete tennis courts complete with electrical lighting, fencing, drinking water fountains, concrete walkways, and other associated appurtenances. The work requires furnishing all labor, equipment, materials, transportation, and services necessary to complete all the work as shown on the City of Newport Beach Drawing No. P- 5022 -S (consisting of four sheets) and in accordance with the City's Standard Drawings and Specifications, the Special Provisions, and applicable portions of the California State Standard Specifications, July', 1964, as called for in these Special Provisions. II. QUALIFICATIONS OF CONTRACTOR A. General Because of the unusual .nature of this-work, the contract will be awarded only to a bidder with extensive experience in-the construction- of concrete tennis courts of the highest quality. Accordingly, each Contractor shall submit a list of all the concrete tennis courts-he-has constructed -in the last five years along with his bid for this project. All Contractors and Sub - contractors shall possess-a valid-City business license. B. Pre - qualification of Cement Finishers The concrete playing surface of the tennis courts shall be finished only by cement finishers with at least five (5) year's experience in the trade and with extensive experience in applying the required finish. 'Two weeks before starting to pour the concrete tennis court slabs, the Contractor shall furnish the Engineer a list of names and qualifications of the cement finishers he intends to employ on this portion of the work. The Engineer will review the list and approve in writing the employment of the finishers who in his opinion are qualified. Only finishers who are pre - qualified in this manner shall be employed on this phase of the work. The names of additional finishers, together with their quali- fications, may be submitted in writing try the Contractor from time'to time. How- ever, they shall not be employed on this phase of the work until written approval has been obtained from the Engineer, who will review the qualifications within a reasonable time. Any finisher who cannot produce the required finish shall be removed from this phase of the work and shall not again be used in the finishing of the tennis court surfaces. III. CONDUCT OF WORK The Contractor shall maintain the job site in a neat and orderly condition at all times. Excess spoil and debris must be immediately removed from the job site. The site must be returned to a neat and orderly condition as approved by the Engineer as soon as the work is complete. The cost of all removal and cleanup work shall be included in the prices bid for the various items-of work and no separate compensation will be made'toprefor. SP 2 of 10 IV. COMPLETION OF WORK The Contractor shall complete all work on the contract within 120 consecutive cal- endar days after award of the contract by-the City-Council';-however, if Proposal Item No. 7 is deleted, the work shall be completed within 75 consecutive calendar days after award of the contract by the-City Council: Award is estimated to be made on May 13, 1968. V. SCHEDULE OF WORK The Contractor shall meet with the Engineer prior to construction to schedule the work and to discuss phases of the project affecting public convenience. VI. CONSTRUCTION SURVEYS The Public Works Department will locate the eight outside corners of the four 60' x 60' slabs, determine the elevation at each of these eight corners, and establish a temporary bench mark on the site. All other field staking for the control of construction shall be the responsibility of the Contractor, and payment for this work shall be included in the various contract unit prices and lump sum prices of the construction work. VII. SITE ACCESS AND WORK The only access to the site shall be from Irvine Avenue at the location shown on the drawings. The operations of the Contractor shall be confined within the limits of the work area shown on the drawings. Special attention is directed to Sections 7 : 10 and 7 - 17 of the Newport Beach Standard Specifications regarding the public convenience and safety and the preser- vation of property, respectively. VIII. PAYMENT The prices bid for the various items of work shall include full compensation for all materials and labor necessary for construction of the items complete in place. Payment for incidental items of work not separately provided for in the Proposal shall be included in the prices bid for other items of work. The Contractor shall balance his costs (labor, materials, overhead, profit, etc.) proportionately among the prices bid for the various items of work. The City reserves the right to delete any proposal item in its entirety (in particular, Proposal Item No. 7) without renegotiation of the remaining bid items. IX. GUARANTEE The Contractor shall guarantee for a period of one year, after acceptance of the work by the City Council, all materials and workmanship against any defects whatso- ever. Any such defects shall be immediately repaired at the Contractor's expense. X. UNFORESEEN DIFFICULTIES Should unknown conditions, subsurface or otherwise, be discovered during the pro- gress of the work, the City shall be notified immediately. The City will then make a determination as to whether these conditions constitute extra work and so notify the Contractor in writing within 48 hours after being informed of the conditions. EH WATER SP 3 of 10 The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work and as set forth in Section 10 -11 of the City's Standard Specifications. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utilities Superintendent, Mr. Tom Phillips, at (714) 673 -2110, Ext. 74. XII. SHOP DRAWINGS Shop drawings shall conform to Section 5 -1.02 of the State Standard Specifications and these Special Provisions. The Contractor shall submit to the Engineer for approval, complete shop drawings of the fabricated articles to be furnished and installed under the contract. Said drawings shall be submitted in quadruplicate prior to manufacture of fabrication of the respective articles and shall be submitted in time to allow review and approval and to accommodate the rate of construction progress required under the con- tract. The Engineer will return two copies of each to the Contractor, marked "Returned for Revision ", "Approved" or "Approved Subject to Revision ". In the last case, all revisions will be clearly shown on the returned copy, which shall be con- sidered an approved drawing. However, prints of corrected drawings previously marked "Approved Subject to Revision" shall be resubmitted for final approval. Revisions shown on said shop drawings necessary to meet the requirements of the specifications shall not be taken as the basis of claims for extra charges. The Contractor shall accept such revisions or submit others for approval. When delay is caused by the resubmission of details, the Contractor shall not be entitled to any damages or extension of time on account of such delay. The Engineer's approval of shop drawings shall not relieve the Contractor from entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for misfits due to any errors in the shop drawings. Any fabrication or other work performed in advance of the receipt of final approved drawings shall be entirely at the Contractor's risk. After shop drawings are marked "Approved Subject to Revisions" or "Approved; the Contractor shall not deviate in any way from the design, details or dimensions shown thereon, without the written consent of the Engineer. XIII, EARTHWORK A. General Earthwork shall conform to Section 10 of the Newport B.edch Standard Specifications, the appropriate portions of Section 19 of the State Standard Specifications, and these Special Provisions. B. Subgrade The subgrade for the imported borrow shall be prepared by cutting to the elevations called for on the drawings. No compaction of the original ground is contemplated. If local areas of poorly compacted soil are encountered at the grading plane, the Contractor shall compact this soil to a relative compaction of not less than 90 percent, or he shall remove this material as directed by the Engineer. • SP4of 10 If compacting the original ground, or doing other extra work below the grading plane is required by the Engineer, the contract price will be increased by a change order. If the grading plane is lowered by the Engineer, the contract price will be increased by a change order. If the grading plane is raised by the Engineer, the contract price shall be decreased by a change order. C. Imported Borrow Imported borrow shall conform to Section 19 -7.02 of the State Standard Speci- fications, and these Special Provisions. This material shall have a sand equivalent value of not less than 30. Approved beach sand may be used. Imported borrow shall be compacted to a relative compaction of not less than 95 per cent. The surface shall not project above the grade established by the Engineer. Imported borrow shall not be mixed with the top soil outside the limits of the tennis court slabs. Any such material that is misplaced shall be removed. XIV. AGGREGATE BASE The aggregate base shall conform to Section 26 of the State Standard Specifications and these Special Provisions. The material shall be 3/4 inch maximum, Class 1. Pggegate base shall be compacted to a relative compaction of not less than 95 per cent, and the surface thereof shall not project above the grade established by the Engineer. Aggregate base shall not be mixed with the top soil outside the limits of the tennis court slabs. Any such material that is misplaced shall be removed. XV, CONCRETE AND CONCRETE WORK A. General Portland cement concrete and concrete work shall conform to Section 51, 73 and 90 of the State Standard Specifications and these Special Provisions. B. Materials The slabs of the tennis courts, the 100 square foot fenced portion of the slab at the waiting area, and the 25 square foot stoop shall be constructed of transit mixed concrete containing 5.4 sacks of-portland cement per cubic yard. Orange County aggregates shall be used. The minimum 28 day compressive strength shall be 2500 psi; the maximum slump shall be 4 inches, and the maximum size of the aggregate shall be 3/4 inch. The mix shall be designed by an approved testing laboratory. The water - cement ratio shall be 6.5 with air entrainment and 7.5 without air entrainment, All other concrete shall be Class B containing 5.0 sacks per cubic yard. The minimum 28 day compressive strength shall be 2,000 psi. The mix shall be designed by an approved testing laboratory. SP5of10 C. Placing and Finishing The placing of the concrete for a half of a tennis court slab, approximately 60 feet x 60 feet, shall be a continuous operation. No control, contraction, expansion or construction joints shall be placed in the interior of a slab. The final finish on the courts shall be obtained by using a steel trowel in small circular movements to produce a "swirl" pattern and a uniform, non- glassy surface texture. Attention is directed to Section II -B of these Specifi- cations regarding the prequalification of the cement finishers employed in this phase of the work. All other slabs and walks shall be finished with a steel trowel and a fine -hair broom. D. Curing The slabs of the tennis courts, the 100 square foot fenced portion of the slab at the waiting area, and the 25 square foot stoop shall be cured by the water- proof membrane method using clear polyethylene sheeting with a minimum thick- ness of 6 mil. This sheeting shall remain in place 7 days. All other slabs and walks shall be cured by the curing compound method. E. San Gabriel Aggregates In Proposal Item No. 8, the Contractor shall submit a bid for the additional cost that would be incurred if San Gabriel aggregates instead of Orange County aggre- gates were used for the coarse and fine aggregates in the concrete to be placed for the four 60' x 60' slabs of the two tennis courts. San Gabriel aggregates shall be defined as those aggregates taken from pits or quarries located in the San Gabriel Valley whose limits shall include Rosemead Boulevard on the west and the San Bernardino Freeway (Interstate 10) on the south. All local storage facilities and equipment that will contact these imported materials shall first be thoroughly cleaned to prevent any contamination of these San Gabriel aggregates. The intent of this section is that all reasonable efforts shall be made to furnish absolutely pure San Gabriel aggregates, but a warranty of the purity of these aggregates will not be required of the Contractor. XVI. STEEL REINFORCEMENT Reinforcement shall conform to Section 52 of the State Standard Specifications and these Special Provisions. Bar reinforcement shall be intermediate grade deformed bars conforming to ASTM Designations A 15 and A 305. Splices shall be staggered. Laps shall be at least 30 bar diameters in slabs and at least 40 bar diameters elsewhere. All slab reinforcement shall be pulled up from the subgrade during concreting and shall be at or near the center of the slab after the concrete has set. XVII. STAINING, COLORING AND PAINTING TENNIS COURTS A. Painting 0 SP 6 of 10 After the concrete has been cured, the playing lines of the two (2) tennis courts shall be laid out and painted. The layout shall conform to the rules of the U.S. Lawn Tennis Association. The paint shall be an approved, cement base, white paint which shall mask the playing lines so that they will be clearly defined in un- stained concrete after the staining and coloring is completed. After the surface is stained and colored, the playing lines shall be repainted with an approved, white, vinyl paint. B. Staining and Coloring Approximately six weeks after the slabs are placed, the two (2) tennis courts, each 60 feet x 120 feet, the fenced 100 square foot waiting area, and the 25 square foot stoop shall be chemically stained and colored by the Kemiko pro- cess as manufactured and applied by Rohloff and Company. The staining and coloring shall consist of the following operations: a. One (1) acid wash b. Two (2) coats of Kemiko stain c. One (1) wet scrubbing d. Two (2) coats of Col -r -tone The areas within the playing lines shall be stained and colored dark green, Rohloff and Company EB -31. All other areas to be treated shall be stained and colored dark brown, Rohloff and Company CB -51. Staining and coloring shall be performed only by experienced workmen employed by a subcontractor regularly engaged in this type of work. The rate of appli- cation of color shall be to the satisfaction of the Engineer. XVII1. MISCELLANEOUS METAL WORK Miscellaneous metal work shall conform to Section 55 of the State Standard Specifi- cations and these Special Provisions. Pipe for light poles and bench supports shall be new, black standard steel pipe con- forming to ASTM Designation.: A 120. Net posts shall be new, galvanized, standard steel pipe conforming to ASTM Designation: A 120. All miscellaneous metals to be used in this project shall be galvanized after fabri- cation, and the galvanizing to be done shall conform to Section 55 -3.28 of the State Standard Specifications. ~ • SP 7 of 10 XIX. CHAIN LINK FENCING Chain link fencing shall conform to Section 80 of the State Standard Specifications and these Special Provisions. All components shall be of the sizes and shapes shown on the drawings. The bottom hinge shall not be imbedded in the concrete. Tie wires shall be aluminum.. All posts shall be galvanized standard steel pipe conforming to ASTM Designation: A 120. Footings shall be Class B concrete. All chain link fence fabric, posts, bracing, and other ferrous materials and fittings shall be galvanized after fabrication. XX. ELECTRICAL WORK A. Scope of Work The work covered by this section consists of providing a complete and operable electrical system as shown on the drawings or as specified herein. The following is a guide list of work included and is not to be construed as complete: (1) 120/240 volt, single phase, three wire lighting system. (2) Court lighting panel cabinet including meter socket box. (3) Lighting crossarms and slipfitters, fixtures and lamps. (4) Concrete work where indicated on the drawings. (5) Complete connection to Edison Company facilities including permits and hook -up charges, including installation of meter. The actual locations, distances, and mounting heights of the various items com- prising the electrical system may be adjusted during constructions operations as governed by field conditions. B. Codes All work and materials shall be in accordance with the Electrical Safety Orders of the State of California and acceptable to the governing authorities. Nothing in the Plans or Specifications shall be deemed as permission to violate these codes or authorities and the Contractor shall be held responsible for any work which is not accepted. Violations shown on the Plans are to be brought to the Engineer's attention before work is donee C. Mounting Facilities and Cleaning The Contractor shall provide all mounting facilities required for properly se- curing or hanging fixtures, equipment, and outlets. Exposed parts of electrical equipment and the interior of panels, cabinets, and switchboard shall be thoroughly cleaned of dirt, cement, and other materials. All scratched or damaged materials shall be replaced or refinished to the satisfaction of the Engineer. D. Materials and Installations 1. General ( Materials shall be new and shall be listed and approved by Underwriters' Labs, and shall bear the Inspection Label where subject to such approval. Materials shall meet with the approval of the Division of Industrial Safety, State of California and all governing bodies having jurisdiction. • SP 8 of 10 (2) Installation of materials and equipment shall be in accordance with manu- facturer's recommendations, instructions, industry standards, as indicated on the drawings and as specified herein. (3) All structural and miscellaneous steel used in connection with electrical work and located out -of -doors or in damp locations shall be hot -dip gal- vanized unless otherwise specified. Included are underground pullbox covers and similar electrical items. Galvanizing shall average 2.0 ounce per square foot and shall conform to A.S.T.M. A123. 2. Conduit (1) Conduit shall be PVC Schedule 40 as manufactured by Kraloy. (2) Conduit shall be installed underground. All bends and risers shall be rigid steel conduit protected with Hunt's Process No. 3 or Scotch #50 tape, half - lapped.. Risers shall terminate at panels with double locknuts and insulated grounding bushing- A bare copper ground wire shall be installed in conduit runs and connected to ground bushing at each end. Ground wire shall be code sized or as indicated on the plans. 3. Wire and Cabl# (1) 600 Volt Conductors (All conductors shall be copper.) a. Deliver all conductors to the job site in their original unbroken package, properly tagged with U.L. Label, size, type and manufacturer. b. Conductor size shall be #12AWG minimum unless specifically noted otherwise on the drawings. c, Conductors #IOAWG and smaller shall be solid. Conductors #8AWG and larger shall be stranded. d. Type THW, 600 volt insulation shall be used for conductors #4AWG and smaller except as otherwise specified. (2) Installation of 600 Volt Conductors a. Conductors shall be continuous between outlets or junction boxes and no splices shall be made except in outlet boxes, pullboxes, panelboard gutters or handholes. b. All joints, splices and taps #10 and smaller (including fixture pigtails) connected with "Ideal" wing nuts or Scotchlok connectors. #8 and larger connected with solderless connector of 100% electrolytic copper. c. Oil or grease shall not be used when pulling conductors. Approved cable lubricants only. d. Train conductors neatly in panels, cabinets, and equipment. e. Tighten pressure type lugs on panels and equipment and then retighten 24 hours or more later. SP 9 of 10 f. Tagging of conductors 1) All branch circuits shall be left tagged in the panelboards, in all gutters, and-in all junction boxes where unused circuits terminate for the purpose of identifying the various circuits. 2) Feeders and mains shall be tagged in the switchboards. 3) The method of tagging shall be with adhesive type of marker equal to "Brady" as distributed by Graybar Electric Company. (3) Install #12 galvanized steel pull wire in all empty conduits. 4, Receptacles (1) Receptacles shall be Hubbell #5242 or an approved equal by Bryant, Pass & Seymore, Arrow -Hart, or Sierra. 5, Time Switches: For direct control of night lighting through time switch use T76 oTt;-6ltcycle astronomical dial 35 ampere contacts, double pole, single throw. Paragon 4213 -OSZ or approved equal. 6. Contactors and Relays (1) Electrically operated, mechanically or magnetically held as required with coil clearing contacts, no overloads, 250 volt or 600 volts A.C. as required, amperage and number of poles as indicated on the drawings. Mount contactors on sound absorbing rubber mounts. 7. Grounding (1) To be executed in accordance with all applicable codes and regulations both of the State of California and local authorities having jurisdiction. 8. Meter and Main Circuit Breaker: Shall be surface mounted commercial type. Size as indicated on the drawiFngs. Metering shall be as approved by the Utility Company. Equipment shall be mounted adjacent to lighting panel inside a common weatherproof enclosure as indicated on the drawings, manufactured by Square D, G.E,, or Blakeman, 9. Panels: Surface mounted type NQOB with sub- breakers, branch circuits and mama nibreakers as indicated on the panel schedules. Panels shall be weatherproof where indicated on drawings. Hinged lockable door, index card holders, proper bussing and lugs. Where indicated on the drawings, panels shall be furnished with bussing, relays; contactors, time switches, and special compartments as required by the drawings. All panelboards keyed to match existing. Provide 6 inches additional gutter space in all panels where double lugs are required, or where cable size exceeds lug size. Minimum bottom gutter space shall be 6 inches. Panels shall be a minimum of 20 inches wide and 5 -3/4 inches deep. All circuit breakers shall have individual provisions for padlocking in the OFF position. A breakers fixed positions, not "plug -in." Panel shall be mounted adjacent to metering equipment inside a common weatherproof enclosure as indicated on the drawings.. 10. Lighting Fixtures (1) Underwriters' approved. SP 10 of 10 (2) All fixtures of similar type shall be of the same manufacturer. (3) For lighting fixture types see schedule on drawings. 11. Lamps: ___ All lamps shall be G.E., Westinghouse, or Sylvania. Contractor shaTT replace all lamps which have burned. out prior to final acceptance of job. Clean dirt, dust, and grease from all fixtures before final acceptance of job. Type of lamp and wattage as shown on fixture schedule on drawings. Date Jule 10, 1968 TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. 3.147 Project Mariners Park Tennis Courts Attached is signed copy of subject contract for transmittal to the contractor'4- Contractor: Q:, K. Cale Address: 1000 Nantucket Street, La Habra, Califomia 90631 Amount: $ $29,677.00 35�. o a ae%�i v _ 30� 0 oZ % 4� Effective Date: . iA,IiQrA Resolution No. 1-6772 Laura Lagios LL: dg Att. hi— OZZA" - t: 9 0 Date June 10, 1968 Finance TO: Raybppddiandcs Department FROM: City Clerk SUBJECT: Contract No. 1147 Project mai Eers Park Tennis Courts your files. Attached is signed copy of subject contract fo Contractor: 0. K. Coyle Address: 1000 Nantucket Street, La Habre, California 90631 Amount: $ 29,§77.00 3S�.a u G�-4t� 30, aa7. d'v Effective Date: May 13, 1968 Resolution No. 6772 Laura Lagios i CITY OF NEWPORT BEACH MARINERS PARK TENNIS COURTS CONTRACT NO. 1147 PROPOSAL To the City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California Gentlemen: PR 1 of 2 The undersigned declares that he has carefully examined the location of the work, has examined the Plans and Special Provisions,has read the Notice Inviting Bids, and hereby agrees to furnish all labor, materials, equipment, transportation, and services to do all the work required to complete Contract No. 1147 in accordance with City of Newport Beach Drawing No. P- 5022 -S (consisting of four sheets), the City's Standard Drawings and Specifications, and the Special Provisions, and that he will take in full payment therefor the following prices for each completed item of work, to wit: ITEM QUANTITY ITEM DESCRIPTION TOTAL NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS PRICE Lump Sum Earthwork and Aggregate Base (Including Excavation and Imported Borrow) @ �dc,vTj' S� ✓�� ollars and Cents $ Lump Sum Lump Sum Construct Portland Cement Concrete including Steel Reinforcement for Tennis Court Slabs, Grade Beams and Walls, and Walks and Slabs V' @ Dollars and Cents $_ XX w k Lump Sum 3. ._ Lump Sum Construct New Fencing and Light Poles Including Salvaging and Modification of Existing Fence @ i 124r�� 2t'<1_ �irllars and Cents Lump Sum — PR2of2 ITEM QUANTITY ITEM DESCRIPTION TOTAL NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS PRICE 4. Lump Sum Plumbing Work Complete in Place dfdE�i >� - .-Anollars and o0 ����� Cents $ Lump Sum 5. Lump Sum EleStrical Work Complete in Place @. Dollars and Cents $ Lump Sum 6. Lump Sum Construct Benches, Nets, Net Posts and Hardware, Joint Sealing, Initial Painting of Playing Lines, and All Miscellaneous Work @r` ✓c� �vcrlr> ..1-01ti7,: ft�bollars and Cents $ Lump Sum 7. Lump Sum Staining and Coloring Concrete and Final Painting of Playing Lines @'&(Ue &-e 'j APDA D r fr'�/ ji ✓dDo11ars and Cents $ Irl Lump Sum TOTAL PRICE WRITTEN IN WORDS (BID ITEMS 1 THROUGH 7) J�11 �ll�lU7 Dollars Al and �`f%�,A; j J�G ✓L` - Cents ADDITIVE ITEM 8. Lump Sum Additional Cost of Substituting San Gabriel Aggregates for Orange County Aggregates in the Concrete for the slabs o the Two (2) Tennis Courts @ '7)i ,,p 7V Dollars and Cents Lump Sum TOTAL $ .� G PAGE 3 7 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER2 AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK� / SUB- CONTRACTOR ADDRESS lit 2. -, 1 Z'. � �J /A% !Art.,:_, < /! /1l(_ 7) E 7• 8. 9• il. 12. ra el_, c AUTHORIZED SIGNATURt TYPE OF ORGANIZATION (INDIVIDUA�LO COPARTNERSHIP OR CORPCRATION) ADDRESS j M/67 i 1! -ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORKS AS , INDICATED IN THIS PROPOSAL., TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER* IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURESp THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT.PRICE.. THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS.OF THE CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS. PROPOSAL ARE APPROXIMATE ONLY BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY., AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE TATE OF CALIFORNIA PROVI ING/FO THE REGISTRATION OF CONTRACTORS, LICENSE N0. CLASSIFICATIZa ACCOMPANYING THIS PROPOSAL IS (GASN,, CERTIFIED CHECK] CASHIER'S CHECK OR IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN'S COMPENSATION OR TO UNDERTAKE,SELF- INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODED AND AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. A /S- 0/)/) t/ x.612 _ PHONE NUMBER DATE IDDER IZED �IOWATURE AUTHORIZED SIGNATURE (SEAL) BIDDER'S ADDRESS TYPE OF ORGANIZATION (INDIVIDUAL* CORPORATIONO CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENT., SECRETARYj, TREASURER AND MANAGER IF A CORPORATION AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIPS 4♦ 1; *1 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WEB AND UNITED PACIFIC INSURANCE COMPANY PAGE 4 Bond No. 535397 AS PRINCIPAL, AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACHI CALIFORNIAN IN THE SUM OF TEN PER CENT (10 ° %) OF THE AMOUNT BID IN 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 PRINCIPAL FOR THE CONSTRUCTION OF TENNIS COURTS AT MARINER PARK IN T!IE CITY OF NEWPORT BEACH, 15 ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS11 WITHIN TEN (10) DAYS (NOT INCLUDING SATURDAY AND SUNDAY),FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT 15 READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECTS AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. 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, WE HEREUNTO SET OUR HANDS AND SEALS THIS 6th DAY OF MAY 1968 CORPORATE SEAL (IF CORPORATION) 0. K. COYLE ZRJNCIP L (ATTACH ACKNOWLEDGEMENT OF BY ATTORNEY IN FACT) BY TITLE UNITED PACIFIC INSURANCE COMPANY SIIRFTY - State of California 1( ss: County of Los Angeles 111 On May 6th 68 before me, the undersigned, a Notary Public in and for said County, personally appeared GER 19 RIT P. WRING known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that—he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and 6 is own name as Attorney -in -Fact. 4 MARIE A. EISCHEN L :k NO'iAR'i PUBLIC -CALIFORNIA 6IINCIIAI OFFICE IN ,aT LOS ANGELES COUNTY My Commi ssi d 19 _ LC My Commission Expires August 23, 1968 Notary Public in and for said County - B 2M.Larf(oetla z "Jhrct (Attomey4n -Foci AcknowledomenQ Rte. 1-65.. �_ ,� O. K. Coyle GENERAL ENGINEERING CONTRACTOR 6 May,1968 To the City Council City of Newport Beach 3300 Newport Blvd. Newport,California 1000 Nantucket Street P. O. Box 802 La Habra, California 90631 OWen 7.0607 OWen 7 -6253 (Area Code 213) Subject: Prequalification for the construction of tennis courts at Mariners Park. Gentlemen: ii 07« S Pt(,610S°N lgSb (3¢u Stn, -r" Ictc.l Following is a list of tennis court work in the last 5 yer &s. Cerritos Junior College I 113 -$6° 4i 4A. PoaLa14%%-r �u�= University of California at Santa Barbara f3uslmew University of California at Los Angeles Mount San Antonio Jinior College City of Beverly Hills Mv.?A, +1�eQ�4r-uttc� f}rCµcl�tS,ASSrfLTrtL San Marcos High School at Santa Barbara El Dorado High School at Placentia t uz. Sfowt I S pa. aG MatnfioPt Mr. David Goodman at Palos Verdes FV0 -FL. ViO+ F rcN.D1S� Mr. Samuel Schulman at Beverly Hills Mr. Bert Kleiner at Beverly Hills Mr. William Glikbarg at Brentwood Hts. I have constructed many more individual courts and will furnish additional names if requested. UCSB - x,4(46 UC(,A - ITI -7911 MSAc - 33� -1331 X -3o7 TI(a -(yl %I DC ftlif,L( Veerr'y� truly yyourE Otis K Coyle "*► TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MARINERS PARK TENNIS COURTS, RECOMMENDATION: CONTRAC j�114 0 May 13, 1968 G -7 Adopt a resolution awarding the contract to 0. K. Coyle of La Habra for $30,027.00, and authorizing the Mayor and City Clerk to execute the contract. DISCUSSION: This project will provide for construction of two acid- stained, reinforced concrete tennis courts, complete with fencing, nets, benches, night lighting, drinking fountain, and access walk. Two bids were received and opened in the office of the City Clerk at 9:30 A.M., May 6, 1968. A third bid received at 9:31 A.M., was returned unopened. BIDDER BASE BID ADDITIVE ITEM TOTAL COST (San Gabriel Aggregates) 0. K. Coyle $29,677.00 $350.00 $30,027.00 La Habra Ben F. Smith, Inc. $37,195,00 $910.00 $38,105.00 El Monte The low bid is 5% more than the Engineer's estimate of $28,600.00. The total estimated project cost is: Construction Contract $30,027.00 Testing.of materials 400.00 Engineering Fee 1,800.00 Contingencies 773.00 TOTAL $33,000.00 The additive item provides for the use of San Gabriel River aggre- gates in the concrete work. Because of their non - reactive properties, the use of this type of aggregate is preferred for tennis court work. Inclusion of the additive item in the contract is recommended inasmuch as the cost differential is small. Page 2 Subject: Mariners Park Tennis Courts, Contract 1147 G-ff1) The sum of $24,000.00, is budgeted for the project in Account No. 27- 7697 -010. It would be possible to defer the plumbing, electrical work, and acid staining and coloring until a later date. This would reduce the present project cost by $7,273.00. If it is the intention of the City to have these deferrable items constructed, the lowest overall cost would be obtained if they were to be done at this time. Therefore, a budget amendment in the amount of $9,000.00, has been prepared for Council consideration. Funds are available in the Building Excise Tax Fund. The financing for the project was provided by $9,000.00, available in the special tennis court fund, and an advance of $15,000.00, from the Building Excise Tax Fund. If additional funds of $9,000.00, are advanced now from the Building Excise Tax Fund, the total amount could be repaid in approxi- mately five years. Although the low bidder has not previously done work for the City of Newport Beach, a check of his references discloses that he has done good quality work on swimming pools and tennis courts for a number of public agencies. The Engineer for the project is Franklin 0. Myers of Costa Mesa: The estimated date of.completion is September 13, 1968. b 1 oseph fevlin ulic s Director KLP:ms Subject: Mariners Park Tennis Courts (Contract,No. 1147) Transmitted is a resolution which if adopted by: >the City Council, will award the contract kor the.constraction.of Mariners Park tennis courts to 0. L. Coyle _or the amount of $30,027.00. j TullV r ite city a 1 1� 2 4I 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 rcci era. 6772 X M M WACH AWisl DIM "= TO ZQN- sm=I(a OF ifAREl+ a UMIS wum �+ - UX"# parSuauik to the notide Witin bus for V a aaist'Ift 91 the amotructun of *iri>cwvs Psxi& atttuns In tta City of *ovWrt fah, UA ac a- ordasrce with tie p,1404 Aud Vii.: flawlms herat aLore aiopted, bids teener r"oirald can the Ok Aay of y. mas, a" pibliasly evowd and aeularedt , .Md VWULWI it appedzs" r do l+camot arespousible l l"or ttiaesaRfex if.G. K. coylox NOW# Tom+ , A IT >SXfaSiY. D t t%o bi.ci of �3.. YA. C.oyto in +aie mnmr. of $30f,027.00 for ttho MM bid p1Ug additive 'kid it" Va. t be sea"t" and that tine a ttraet ,for. ore construe - t"a ans& be aosocd" to said bi6faa. a iT rm= SUM" t hatt .tits I t y" aad Ditty cloak- &M Imraby d arhnUetd and 4matea4 to eXonto a t o is saaeu4 s with che s}pealliatstUmes. bU &W tbi,s ward on b*64U at the City of art h, asd that the Ctttly Cl rk be dj2*ctc4l to iusaaiah an sxe+ruted copy to for sup ovssftl briddsr. II ATMTi AVQFM this - qth 4&y of _ M IF ,. 1 so iry r i I �► 149 April 8, 1968 TO: CITY COUNCIL FROM: Public Works Department / —� SUBJECT: MARINERS PARK TENNIS COURTS (CONTRACT NO. 1147) RECOMMENDATIONS: 1. Approve the Plans and Specifications. O -c. 2. Authorize the City Clerk to advertise for 9:30 A.M. on May 6, 1968. DISCUSSION: This project will provide for construction of concrete tennis courts; complete with fencing, benches, and access walks. The estimated total project cost is Construction Costs EN, 'P& bids to be open two acid stained, reinforced night lighting, fountain, 632,230. Courts and fences $20,000 Plumbing 700 Elecrical 5,000 Benches, nets, posts, etc. 1,400 Staining & coloring 1,500 Sub total construction $28,600 Testing 400 Contingencies (5% of construction cost) 1,430 Engineering (Lump Sum) 1,800 Total Project Cost $32,230 The sum of $24,000 is budgeted for the project in Account No. 27- 7697 -010. It would be possible to defer until a later date the plumbing, electrical work, and acid staining and coloring. This would-reduce the present project cost by $7,200. However, if it is the intention of the City to have these'deferable items constructed, it is felt the lowest overall cost would be obtained if-they were to be included in one contract. It is therefore recommended that the entire project be advertised for bids at this time. If the bids are found to be acceptable, a budget-amendment could be con- sidered at time of award. Funds are available in the Building Excise Tax Fund. •;o" : i The original financing for the project contemplated the use of $9,000 available in the special tennis court fund, and an advance of $15,000 from the-Building Excise Tax Fund. If the additional funds estimated to be needed are advanced at the time of award, the total amount could be repaid to the Building Excise Tax Fund within approx- imately 5 years. Page 2 April 8, 1968 Subject: Mariners Park Tennis Courts (Contract No. 1147) The Engineer for the project is Franklin 0. Myers of Costa Mesa mated date of completion is September 13, 1968. ephl\. Devlin lic arks Director /ldg The esti- s ;�UraLlC. KKS CONTRACT NO. 1147 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR MARINERS PARK TENNIS COURTS APPROVED BY THE CITY COUNCIL ON THIS 8TH DAY OF APRIL, 1968 LAURA LAUIOS, CJJY CLERK PAGE I -A 4. • (SHEET I OF 2) r � CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, .CALIFORNIA, UNTIL 9:30 A-M., ON THE 6th DAY OF May 9� 1, AT WHICH TIME THEY WILL BE OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: MARINERS PARK TENNIS COURTS CONTRACT NO. 1147 NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR BIDDER'S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE THE FOLLOWING: I. - PROPOSAL 2. PAGE ry - DESIGNATION OF SUB - CONTRACTORS 3. PAGE 4 - BIDDER'S BOND PAGE 9 - NON - COLLUSION AFFIDAVIT 5. PAGE 10 - CONTRACTOR'S FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS SIGNING ON BEHALF OF THE BIDDER. FOR CORPORATIONS, THE SIGNATURES OF THE PRESIDENT OR VICE PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY ARE REQUIRED AND THE CORPORATE SEAL SHALL BE AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIP, THE SIGNATURE OF AT LEAST ONE GENERAL PARTNER IS REQUIRED. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE. THE ESTIMATED QUANTI- TIES ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS. NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. THE CONTRACTOR SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL. PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DE- PARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA, AT NO COST TO LICENSED CONTRACTORS. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT 13 REQUESTED THAT THE PLANS AND SPECIAL PROVISIONS BE RETURNED WITHIN 2 WEEKS AFTER THE BID OPENING. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH STATNDARD SPECIFICATIONS. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF.PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND HAS SET FORTH THESE ITERS IN RESOLUTION NO. 6519 -. A COPY OF SAID RESOLUTION 13 AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT lj \ BEACH. , Any classification omitted herein.shall be the prevailing craft rate. Overtime, Sunday and Holiday rates are at prevailing craft rates. CITY OF NEWPORT BEACH, CALIFORNIA Laura Lagios, City Clerk Page lb The following is the schedule of prevailing wage rates, 1966 -67, for a selective list of classifications. Together with the information 'included in the Resolution No. 6519, this schedule is to be considered.a part of these contract. specifications. Prevailing Wage Rates - 1966 -67 Classification (Selective Listing) (5/1/66) (5/1/67) Carpenters 4,83 Cement Mason Journeyman 4.60 4.84 Laborers General or Construction 3.70 3.85 Asphalt Raker & Ironer 3.91 4.06 Flagman 3.70 3.85 Guinea Chase 3.78 3.93 Laying of all non - metallic pipe 4.01 4.16 Tunnel Classifications Vibratorman, Jack Hammer, Pneumatic Tools (except driller) 4.315 4.4445 0 eratin En ineers (7/1/66) (7/1/67) Oi er and signalman (Group 1) 38 Skiploader (Less 4/5 yd.) (Group 2) 4.62 4.77 Rodman and Chainman (Group 3) 4.86 5.01 Instrumentman (Group 4) 4.97 5.12 Grade Checker (Group 5) 5.16 5.31 Pavement - breaker operator (Group 5) 5.16 5.31 Grade -all operator (group 6) 5.26 5.41 Teamsters 5/1/66) 5/1/67) Dump Truck Driver (Less than 4 yes) 35 T.M___ Water truck driver (2500 gal.to 4000 gal) 4.53 4.68 Building and Construction trades (5/1/66) (5/1/67) Bricklayer & Stone Mason T.f5- 115- Electrician (7/1/66) (7/1/67 Journeyman Wireman 6.11 6. 5 (4/28/66) Lather 4.7 Painters (7/1/66) (7/1/67 Journeyman - spray 5.22 5.33 Pipe trades Plumber 5.55 5.64 Any classification omitted herein.shall be the prevailing craft rate. Overtime, Sunday and Holiday rates are at prevailing craft rates. CITY OF NEWPORT BEACH, CALIFORNIA Laura Lagios, City Clerk CITY OF NEWPORT BEACH MARINERS PARK TENNIS COURTS CONTRACT NO. 1147 PROPOSAL To the City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California Gentlemen: PR 1 of 2 The undersigned declares that he has carefully examined the location of the work, has examined the Plans and Special Provisions,has read the Notice Inviting Bids, and hereby agrees to furnish all labor, materials, equipment, transportation, and services to do all the work required to complete Contract No. 1147 in accordance with City of Newport Beach Drawing No. P- 5022 -S (consisting of four sheets), the City's Standard Drawings and Specifications, and the Special Provisions, and that he will take in full payment therefor the following prices for each completed item of work, to wit: AND UNIT TOTAL PRICE WRITTEN IN WORDS PRICE Lump Sum Earthwork and Aggregate Base (Including Excavation and Imported Borrow) Tr my seven HwydMld and Si M Dollars and Cents $ 2.t60.00 Lump Sum 2. Lump Sum Construct Portland Cement Concrete including Steel Reinforcement for Tennis Court Slabs, Grade Beams and Walls, and Walks and Slabs TWIVO lbansaed Six HIUMI"d & SI)Dollars and Cents $ 120606.00 Lump Sum Lump Sum Construct New Fencing and Light Poles Including Salvaging and Modification of Existing Fence Fifty Eight HundrN Sixty Five Dollars and Cents $ 5's"'00 Lump Sum •� 4 i PR2of 2 ITEM QUANTITY ITEM DESCRIPTION TOTAL NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS PRICE 4. Lump Sum Plumbing Work Complete in Place @ Eiewn Nwdrad and Seventy Three Dollars and Cents $ 19175.00 Lump Sum 5. Lump Sum Electrical Work Complete in Place @ Forty One Handfed and Five Dollars and Cents $ 40105.00 Lump Sum 6. Lump Sum Construct Benches, Nets, Net Posts and Hardware, Joint Sealing, Initial Painting of Playing Lines, and All Miscellaneous Work @ Eleven Hundred and Seventy three Dol ears and Cents $ 19175.00 Lump Sum 7. Lump Sum Staining and Coloring Concrete and Final Painting of Playing Lines @ Nlnetaen Nundred and Ninety Five Dollars and Cents $ 19995.00 Lump Sum TOTAL PRICE WRITTEN IN WORDS (BID ITEMS 1 THROUGH 7) Twnty nine fluid. Six Hundred and Sewaiy Sewn Dollars and Cents ADDITIVE ITEM 8. Lump Sum Additional Cost of Substituting San Gabriel Aggregates for Orange County Aggregates in the Concrete for the slabs of the Two (2) Tennis Courts TOTAL g 290677.00 @ Thru Hundred and Fifty Dollars and Cents $ Lump Sum 350.00 ?/7/67 'ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORKS AS INDICATED IN THIS PROPOSALS TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER, IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES2 THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT.PRICEO THE CORRECTED EXTENSION SHALL BE CALCULA.TED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS.OF THE CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY., BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID, THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS, LICENSE N0. 199096 CLASSIFICATION 81 6 A ACCOMPANYING THIS PROPOSAL IS tCASH2 CERTIFIED CHECKS CASHIER'S CHECK OR IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN TS COMPENSATION OR TO UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE, AND AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 213 697 -6263 _ PHONE NUMBER 6 Mav, 1%8 DATE (s) 0. K. Coyle BIDDERS NAME (SEAL) (s) Otis K. Coyle AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE La Habra 90631 Individual BIDDERS ADDRESS TYPE OF ORGANIZATION (INDIVIDUALS CORPORATIONS CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENTS SECRETARYS TREASURER AND MANAGER IF A CORPORATION., AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP: • PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB - CONTRACTOR ADDRESS 1. La Habra Electric La Habra 2. Triangle Stee3. Santa Ana 3. Stain Keeko, Inc. Hollywood 4. Fence Crown Pasadena 5• PIwhing Sierra Costa Mesa 6. 7• 8. 9• 10. il. 12. (s) 0. K. Coyle BIDDERS NAME (s) Otis K. Coyle AUTHORIZED SIGNATURE Individual TYPE OF ORGANIZATION (INDIVIDUAL2 COPARTNERSHIP OR CORPCRATION) 1000 Nantucket Street La Habra. 90631 ADDRESS 0 • FOR ORIGINAL COPY SERITY CLERK PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL Bond No. 535397 KNOW ALL MEN BY THESE PRESENTS, THAT WE, 0. K. Coyle , AS PRINCIPAL, AND United Pacific Insurance Company , AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF Ten Per Cent (I0 %) Of the Amount Bid In 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 PRINCIPAL FOR THE CONSTRUCTION OF TENNIS COURTS AT MARINER PARK IN TIIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (10) DAYS (NOT INCLUDING SATURDAY AND SUNDAY).FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. 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, WE HEREUNTO SET OUR HANDS AND SEALS THIS 6th DAY OF MAY 19 68 CORPORATE SEAL (IF CORPORATION) 0. K. Coyle PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) BY: (s) Otis K. Coyle UNITED PACIFIC INSURANCE COMPANY SURETY BY (s) Gerrit P. Doring TITLE Attorney -in -fact PAGE 5 LABOR AND MATERIAL BOND BOND NO. 535408 KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 13th 1Q68 HAS AWARDED TO O. K. COYLE HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR MARINERS PARK TENNIS COURTS — C -1147 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BONO WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS 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, tic 0. K. COYLE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTEEN ,THOUSAND,.: THIRTEEN 'AND 50/100,— - - - - - - - - - - - DOLLARS ($_:15_.011.50 SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE 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 PERSON OR HIS SUBCON- TRACTORS-, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, 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, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. 1. r I A (LABOR AND MATERIAL BOND — CONTINUED) • PAGE 6 THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE 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 CONTRACTOR 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 PRINCIPAL A "1� SURETY ABOVE NAMED, ON THE 17th DAY OF MAY , 196 8 . "'no Premium Ch..q.d br 1M. Bond is included M 1YAf .hers an the Peei«Me.er Mn&w APPROVED AS TO FORM: CI ATTORNE 0. K. COYLE (SEAL) (SEAL) (SEAL) CONTRACTOR UNITED PACIFIC INSURANCE COMPANY (SEAL) BY: /= !/C_l (SEAL). GERRIT P. DORING Attorney -in -fact (SEAL) SURETY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON ATTEST: DATE CITY CLERK 'i State of California t s s: County of LOS On Ka 37th 19A„ before me, the undersigned, a Notary Public in and for said County, personally appeared >1{T p_ Milo known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Face of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that—he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and UL own name as Attorney -in -Fact. MARIE A. EISCHEN a; ' tt, NOTARY PUBLIC - NIA PRINCIPAL OFFICE FICE IN 71Y LOS ANGELES COUNTY My Commis 19 Notary Public in and for said County My Commission Expires August 23, 1968 5-2004 California Juror (Attom.y m -Fat Acknowladpment) Rav 1-65 PAGE 7 PERFORMANCE BOND BOND NO. 535408 KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 13th 1968 HAS AWARDED TO 0. K. COYLE , HEREINAFTER DESIGNATED AS THE °PRINCIPAL", A CONTRACT FOR MARINERS PARK TENNIS COURTS - C -1147 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI= CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY Of NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE'OF SAID CONTRACT; NOW, THEREFORE, WE, 0. K. COYLE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND i UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTEEN THOUSAND, THIRTEEN AND SO /100 - - - - - - DOLLARS 0 15.013.50 ), SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID T:0 THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN. THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. A I PAGE 8 (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION 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 CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT 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 ON 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 PRINCIPAL AND SURETY ABOVE NAMED, ON THE 17th DAY OF MAY , 1968 . Bond is 8 180.00 APPROVED AS TO FORM: // ONE = O_ K_ COYLE (SEAL) (SEAL) (SEAL) CONTRACTOR UNITED PACIFIC INSURANCE COMPANY (SEAL) BY: (SEAL) SURETY GERRIT P. DORING Attorney -In -fact ..qn. State of California et s s: County of 1aa Awarim t 'On MAY 170 19W before me, the undersigned, a Notary Public in and for said County, personally appeared s�eii !_ 0911�11� known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that—he subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h -s own name as Attorney -in -Fact. t :RIN RIE A. EISCHEN RY' PUBLIC-CALIFORNIA CIPAL OfCOL T y:.„„..a€ S ANGELES COUNTY z My Comma 19_ M y Commission Expires August 23, 1 Notary Public in and for said County 9 8 -2004 California - Juror fAttomey4 -Fact Aeknowle 8 yment) Rev- 1 -65 • 0 PAGE 9 NON— COLLUSION AFFIDAVIT THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRES�WT AT THE TIME OF FILING THIS BIDS BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY OF THEME HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER OR SUCH AFFIANT OR AF- FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY) THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL- MAN WHICH IS NOT PROCESSED THROUGH SAID BID. DEPOSITORY, OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFERED PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS. BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER WITH ANY PERSON WHOMSOEVER TO PAY, DELIVER TOE OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER) ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. SUBSCRIBED AND SWORN TO BEFORE ME BY THIS DAY 196. MY COMMISSION EXPIRES: �"• y:��'�4.�i5 �T.M1.�A.w.Tr.J.y�q �' ^� P!, rvCi'AL O, ACE ItJ „:`% LOS AivGELES CCUiNTY My Commission Expires August 23, 1968 �� NOTARY PUBLIC f� 9 PAGE 10. BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY.) EXPERIENCES SKILL).AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. r SIGNED PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND 0. K. COYLE HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF.THE SECOND PART WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS- FOLLOWS; I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF MARINERS PARK TENNIS COURTS AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, 'EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE.. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, . THEIR HEIRS, EXECUTORS,- ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR - TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE= MENT. ?iii6.z � Cl PAGE 12 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIAO THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEN WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY2 THE DIRECTOR OF PUBLIC WORKS AND THEIR OFFICERS AND EMPLOYEES., FROM ALL CLAIMS., LOSS, DAMAGE., INJURY2 AND LIABILITY OF EVERY KINDx NATURE2 AND DESCRIPTION2 DIRECTLY OR INDIRECTLY ARISING FROMTHE:PERFORMANCE OF THE CONTRACT OR WORKS REGARDLESS OF RESPONSI �,. BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITYX HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT2 REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: c CITY CLERK APPROVED AS TO FORM: TY ATT Y CITY O NLlJPORT BEACHp CALIFORNIA BY: /U��QOk� k 1111�� � w . -MAYOR _ 2L L"t�_ CONTRACTOR L) BY: -- TITLE BY: TITLE i INDEX TO SPECIAL PROVISIONS I. SCOPE OF WORK II. QUALIFICATIONS OF CONTRACTOR A. General B. Prequalification of Cement Finishers III. CONDUCT OF WORK IV. COMPLETION OF WORK V. SCHEDULE OF WORK VI. CONSTRUCTION SURVEYS VII. SITE ACCESS AND WORK AREA VIII. PAYMENT IX. GUARANTEE X. UNFORESEEN DIFFICULTIES XI. WATER XII. SHOP DRAWINGS XIII. EARTHWORK A. General B. Subgrade C. Imported Borrow XIV. AGGREGATE BASE XV. CONCRETE AND CONCRETE WORK A. General B. Materials C. Placing and Finishing D. Curing E. San Gabriel Aggregates PAGE 1 1 I 1 5 w�- .a PAGE XVI. STEEL REINFORCEMENT 5 XVII. STAINING, COLORING, AND PAINTING TENNIS COURTS 6 A. Painting 6 B. Staining and Coloring 6 XVIII. MISCELLANEOUS METAL WORK 6 XIX. CHAIN LINK FENCING 7 XX. ELECTRICAL WORK 7 A. Scope of Work 7 B. Codes 7 C. Mounting Facilities and Cleaning 7 D. Materials and Installation 7 I. General 7 2. Conduit 8 3. Wire and Cable 8 4. Receptacles 9 5. Time Switches 9 6. Contactors and Relays 9 7. Grounding 9 8. Meter and Main Circuit Breaker 9 9. Panels 9 10. Lighting Fixtures 9 11. Lamps 10 w�- .a CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR MARINERS PARK—TENNIS COURTS rr CONTRACT N SCOPE OF WORK SP 1 of 10 The work to be done under this contract consists of grading, constructing two Port- land cement concrete tennis courts complete with electrical lighting, fencing, drinking water fountains, concrete walkways, and other associated appurtenances. The work requires furnishing all labor, equipment, materials, transportation, and services necessary to complete all the work as shown on the City of Newport Beach Drawing No. P- 5022 -5 (consisting of four sheets) and in accordance with the City's Standard Drawings and Specifications, the Special Provisions, and applicable portions of the California State Standard Specifications, July, 1964, as called for in these Special Provisions. II. QUALIFICATIONS OF CONTRACTOR A. General Because of the unusual.natu.re of this-work,-the contract will be awarded only to a bidder with extensive experience in the construction of concrete tennis courts of the highest quality. Accordingly, each Contractor shall submit a list of all the concrete tennis courts-he has constructed in the last five years along with his bid for this project. All Contractors and Sub - contractors shall possess a valid City business license. B. Pre - qualification of Cement Finishers The concrete playing surface of the tennis courts shall be finished only by cement finishers with at least five (5) year's experience ih'the trade and with extensive experience in applying the required finish.- Two weeks before starting to pour the concrete tennis court slabs, the Contractor shall furnish the Engineer a list of names and qualifications of the-cement finishers he intends to employ on this portion of the work. The Engineer will review the list and approve in writing the employment of the finishers who in his opinion are qualified. Only finishers who are pre-qualified-in this manner shall be employed on this phase of the work. The names of additional finishers, together °with their quali- fications, may be submitted in writing by the Contractor from time to time. How- ever, they shall not be employed on this phase of the work until written approval has been obtained from the Engineer, who will review the qualifications within a reasonable time. Any finisher who cannot produce the required finish shall be removed from this phase of the work and shall not again be used in the finishing of the tennis court surfaces. III. CONDUCT OF WORK The Contractor shall maintain the job site in a neat and-orderly condition at all times. Excess spoil and debris must be immediately removed from the job site. The site must be returned to a neat and orderly condition as approved by the Engineer as soon as the work is complete. The cost of all removal and cleanup work shall be included in the prices .bid for the various items of work and no separate compensation will be made:_hgr81'or« IV. COMPLETION OF WORK i SP 2 of 10 The Contractor shall complete all work on the contract within 120 consecutive cal- endar days after award of the contract by the -City Councfl;`however, if Proposal Item No. 7 is deleted, the work-shall be-completed within 75 consecutive calendar days after award of the contract by the City Council. Award is estimated to be made on May 13, 1968. V. SCHEDULE OF WORK The Contractor shall meet with the Engineer prior to construction to schedule the work and to discuss phases of the project affecting public convenience. VI. CONSTRUCTION SURVEYS The Public Works Department will locate the eight outside corners of the four 60' x 60' slabs, determine the elevation at each of these eight corners, and establish a temporary bench mark on the site. All other field staking for the control of construction shall be the responsibility of the Contractor, and payment for this work shall be included in the various contract unit prices and lump sum prices of the construction work. VII. SITE ACCESS AND WORK AREA The only access to the site shall be from Irvine Avenue at the location shown on the drawings. The operations of the Contractor shall be confined within the limits of the work area shown on the drawings. Special attention is directed to Sections 7 - 10 and 7 - 17 of the Newport Beach Standard Specifications regarding the public convenience and safety and the preser- vation of property, respectively. VIII. PAYMENT The prices bid for the various items of work shall include full compensation for all materials and labor necessary for construction of the items complete in place. Payment for incidental items of work not separately provided for in the Proposal shall be included in the prices bid for other items of work. The Contractor shall balance his costs (labor, materials, overhead, profit, etc.) proportionately among the prices bid'for the various items of work. The City reserves the right to delete any proposal item-in its entirety (in particular, Proposal Item No. 7) without renegotiation of,the remaining bid items. IX. GUARANTEE The Contractor shall guarantee for a period of one year, after acceptance of the work by the City Council, all materials and workmanship against any defects whatso- ever. Any such defects shall be immediately repaired at the Contractor's expense. X. UNFORESEEN DIFFICULTIES Should unknown conditions, subsurface or otherwise, be discovered during the pro- gress of the work, the City shall be notified immediately. The City will then make a determination as to whether these conditions constitute extra work and so notify the Contractor in writing within 48 hours after being informed of the conditions. XI, WATER SP 3 of 10 The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work and as set forth in Section 10 -11 of the City's Standard Specifications. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utilities Superintendent, Mr. Tom Phillips, at (714) 673 -2110, Ext. 74. XII. SHOP DRAWINGS Shop drawings shall conform to Section 5 -1.02 of the State Standard Specifications and these Special Provisions. The Contractor shall submit to the Engineer for approval, complete shop drawings of the fabricated articles to be furnished and installed under the contract. Said drawings shall be submitted in quadruplicate prior to manufacture of fabrication of the respective articles and shall be submitted in time to allow review and approval and to accommodate the rate of construction progress required under the con- tract. The Engineer will return two copies of each to the Contractor, marked "Returned for Revision ", "Approved" or "Approved Subject to Revision ". In the last case, all revisions will be clearly shown on the returned copy, which shall be con- sidered an approved drawing. However, prints of corrected drawings previously marked "Approved Subject to Revision" shall be resubmitted for final approval. Revisions shown on said shop drawings necessary to meet the requirements of the specifications shall not be taken as the basis of claims for extra charges. The Contractor shall accept such revisions or submit others for approval. When delay is caused by the resubmission of details, the Contractor shall not be entitled to any damages or extension of time on account of such delay. The Engineer's approval of shop drawings shall not relieve the Contractor from entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for misfits due to any errors in the shop drawings. Any fabrication or other work performed in advance of the receipt of final approved drawings shall be entirely at the Contractor's risk. After shop drawings are marked "Approved Subject to Revisions" or "Approved, the Contractor shall not deviate in any way from the design, details or dimensions shown thereon, without the written consent of the Engineer. XIII, EARTHWORK A. General Earthwork shall conform to Section 10 of the Newport Beach Standard Specifications, the appropriate portions of Section 19 of the State Standard Specifications, and these Special Provisions. Sub grade The subgrade for the imported borrow shall be prepared by cutting to the elevations called for on the drawings. No compaction of the original ground is contemplated. If local areas of poorly compacted soil are encountered at the grading plane, the Contractor shall compact this soil to a relative compaction of not less than 90 percent, or he shall remove this material as directed by the Engineer. 1 SP4of10 If compacting the original ground, or doing other extra work below the grading plane is required by the Engineer', the contract price will be increased by a change order. If the grading plane is lowered by the Engineer, the contract price will be increased by a change order. If the grading plane is raised by the Engineer, the contract price shall be decreased by a change order. C. Imported Borrow Imported borrow shall conform to Section 19 -7.02 of the State Standard Speci- fications, and these Special Provisions. This material shall have a sand equivalent value of not less than 30. Approved beach sand may be used. Imported borrow shall be compacted to a relative compaction of not less than 95 per cent. The surface shall not project above the grade established by the Engineer. Imported borrow shall not be mixed with the top soil outside the limits of the tennis court slabs. Any such material that is misplaced shall be removed. XIV. AGGREGATE BASE The aggregate base shall conform to Section 26 of the State Standard Specifications and these Special Provisions. The material shall be 3/4 inch maximum, Class 1. Aggregate base shall be compacted to a relative compaction of not less than 95 per cent, and the surface thereof shall not project above the grade established by the Engineer. Aggregate base shall not be mixed with the top soil outside the limits of the tennis court slabs. Any such material that is misplaced shall be removed. XV. CONCRETE AND CONCRETE WORK A. General Portland cement concrete and concrete work shall conform to Section 51, 73 and 90 of the State Standard Specifications and these Special Provisions. B. Materials The slabs of the tennis courts, the 100 square foot fenced portion of the slab at the waiting area, and the 25 square foot stoop shall be constructed of transit mixed concrete containing 5.4 sacks of-portland cement per cubic yard. Orange County aggregates shall be used. The minimum 28 day compressive strength shall be 2500 psi; the maximum slump shall be 4 inches, and the maximum size of the aggregate shall be 3/4 inch. The mix shall be designed by an approved testing laboratory, The water - cement ratio shall be 6.5 with air entrainment and 7.5 without air entrainment. All other concrete shall be Class B containing 5.0 sacks per cubic yard. The minimum 28 day compressive strength shall be 2,000 psi. The mix shall be designed by an approved testing laboratory, SP 5 of 10 C. Placino and Finishi The placing of the concrete for a half of a tennis court slab, approximately 60 feet x 60 feet, shall be a continuous operation. No control, contraction, expansion or construction joints shall be placed in the interior of a slab. The final finish on the courts shall be obtained by using a steel trowel in small circular movements to produce a "swirl" pattern and a uniform, non- - glassy surface texture. Attention is directed to Section II -B of these Specifi- cations regarding the prequalification of the cement finishers employed in this phase of the work. All other slabs and walks shall be finished with a steel trowel and a fine -hair broom. D. Curing The slabs of the tennis courts, the 100 square foot fenced portion of the slab at the waiting area, and the 25 square foot stoop shall be cured by the water- proof membrane method using clear polyethylene sheeting with a minimum thick- ness of 6 mil. This sheeting shall remain in place 7 days. All other slabs and walks shall be cured by the curing compound method. E. San Gabriel Aggregates In Proposal Item No. 8, the Contractor shall submit a bid for the additional cost that would be incurred if San Gabriel aggregates instead of Orange County aggre- gates were used for the coarse and fine aggregates in the concrete to be placed for the four 60' x 60' slabs of the two tennis courts. San Gabriel aggregates shall be defined as those aggregates taken from pits or quarries located in the San Gabriel Valley whose limits shall include Rosemead Boulevard on the west and the San Bernardino Freeway (Interstate 10) on the south. All local storage facilities and equipment that will contact these imported materials shall first be thoroughly cleaned to prevent any contamination of these San Gabriel aggregates. The intent of this section is that all reasonable efforts shall be made to furnish absolutely pure San Gabriel aggregates, but a warranty of the purity of these aggregates will not be required of the Contractor. XVI. STEEL REINFORCEMENT Reinforcement shall conform to Section 52 of the State Standard Specifications and these Special Provisions. Bar reinforcement shall be intermediate grade deformed bars conforming to ASTM Designations A 15 and A 305. Splices shall be staggered. Laps shall be at least 30 bar diameters in slabs and at least 40 bar diameters elsewhere. All slab reinforcement shall be pulled up from the subgrade during concreting and shall be at or near the center of the slab after the concrete has set. SP6of10 XVII. STAINING, COLORING AND PAINTING TENNIS COURTS A. Painting After the concrete has been cured, the playing lines of the two (2) tennis courts shall be laid out and painted. The layout shall conform to the rules of the U.S. Lawn Tennis Association. The paint,shall be an approved, cement base, white paint which shall mask the playing lines so that they will be clearly defined in un- stained concrete after the staining and coloring is completed. After the surface is stained and colored, the playing lines shall be repainted with an approved, white, vinyl paint. B. Staining and Coloring Approximately six weeks after the slabs are placed, the two (2) tennis courts, each 60 feet x 120 feet, the fenced 100 square foot waiting area, and the 25 square foot stoop shall be chemically stained and colored by the Kemiko pro- cess as manufactured and applied by Rohloff and Company. The staining and coloring shall consist of the following operations: a. One (1) acid wash b. Two (2) coats of Kemiko stain c. One (1) wet scrubbing d. Two (2) coats of Col -r -tone The areas within the playing lines shall be stained and colored dark green, Rohloff and Company EB -31. All other areas to be treated shall be stained and colored dark brown, Rohloff and Company CB -51. Staining and coloring shall be performed only by experienced workmen employed by a subcontractor regularly engaged in this type of work. The rate of appli- cation of color.shall be to the satisfaction of the Engineer. XVIII, MISCELLANEOUS METAL WORK Miscellaneous metal work shall conform to Section 55 of the State Standard Specifi- cations and these Special Provisions. Pipe for light poles and bench supports shall be new, black standard steel pipe con- forming to ASTM Designation: A 120. Net posts shall be new, galvanized, standard steel pipe conforming to ASTM Designation: A 120. All miscellaneous metals to be used in this project shall be galvanized after fabri- cation, and the galvanizing to be done shall conform to Section 55 -3.28 of the State Standard Specifications. XIX &7 CHAIN LINK FENCING SP 7 of 10 Chain link fencing shall conform to Section 80 of the State Standard Specifications and these Special Provisions. All components shall be of the sizes and shapes shown on the drawings. The bottom hinge shall not be imbedded in the concrete. Tie wires shall be aluminum. All posts shall be galvanized standard steel pipe conforming to ASTM Designation: A 120. Footings shall be Class B concrete. All chain link fence fabric, posts, bracing, and other ferrous materials and fittings shall be galvanized after fabrication. ELECTRICAL WORK A. Scope of Work The work covered by this section consists of providing a complete and operable electrical system as shown on the drawings or as specified herein. The following is a guide list of work included and is not to be construed as complete: (1) 120/240 volt, single phase, three wire lighting system. (2) Court lighting panel cabinet including meter socket box. (3) Lighting crossarms and slipfitters, fixtures and lamps. (4) Concrete work where indicated on the drawings. (5) Complete connection to Edison Company facilities including permits and hook -up charges, including installation of meter. The actual locations, distances, and mounting heights of the various items com- prising the electrical system may be adjusted during constructions operations as governed by field conditions. B, Codes All work and materials shall be in accordance with the Electrical Safety Orders of the State of California and acceptable to the governing authorities. Nothing in the Plans or Specifications shall be deemed as permission to violate these codes or authorities and the Contractor shall be held responsible for any work which is not accepted. Violations shown on the Plans are to be brought to the Engineer's attention before work is done, C. Mounting Facilities and Cleaning The Contractor shall provide all mounting facilities required for properly se- curing or hanging fixtures, equipment, and outlets. Exposed parts of electrical equipment and the interior of panels, cabinets, and switchboard shall be thoroughly cleaned of dirt, cement, and other materials. All scratched or damaged materials shall be replaced or refinished to the satisfaction of the Engineer, D. Materials and Installations 1. General (T-Materials shall be new and shall be listed and approved by Underwriters' Labs, and shall bear the Inspection Label where subject to such approval. Materials shall meet with the approval of the Division of Industrial Safety, State of California and all governing bodies having jurisdiction. w SP8of 10 (2) Installation of materials and equipment shall be in accordance with manu- facturer's recommendations, instructions, industry standards, as indicated on the drawings and as specified herein. (3) All structural and miscellaneous steel used in connection with electrical work and located out -of -doors or in damp locations shall be hot -dip gal- vanized unless otherwise specified. Included are underground pullbox covers and similar electrical items. Galvanizing shall average 2.0 ounce per square foot and shall conform to A.S.T.M. A123. 2. Conduit (1) Conduit shall be PVC Schedule 40 as manufactured by Kraloy. (2) Conduit shall be installed underground. All bends and risers shall be rigid steel conduit protected with Hunt's Process No. 3 or Scotch #50 tape, half - lapped. Risers shall terminate at panels with double locknuts and insulated grounding bushing. A bare copper ground wire shall be installed in conduit runs and connected to ground bushing at each end. Ground wire shall be code sized or as indicated on the plans. 3. Wire and Cablg (1) 600 Volt Conductors (All conductors shall be copper.) a. Deliver all conductors to the job site in their original unbroken package, properly tagged with U.L. Label, size, type and manufacturer. b. Conductor size shall be #12AWG minimum unless specifically noted otherwise on the drawings. c. Conductors #10AWG and smaller shall be solid. Conductors #8AWG and larger shall be stranded. d. Type THW, 600 volt insulation shall be used for conductors #4AWG and smaller except as otherwise specified. (2) Installation of 600 Volt Conductors a. Conductors shall be continuous between outlets or junction boxes and no splices shall be made except in outlet boxes, pullboxes, panelboard gutters or handholes. b. All joints, splices and taps #10 and smaller (including fixture pigtails) connected with "Ideal" wing nuts or Scotchlok connectors. #8 and larger connected with solderless connector of 100% electrolytic copper. c. Oil or grease shall not be used when pulling conductors. Approved cable lubricants only. d. Train conductors neatly in panels, cabinets, and equipment. e. Tighten pressure type lugs on panels and equipment and then retighten 24 hours or more later. SP 9 of 10 f, Tagging of conductors 1) All branch circuits shall be left tagged in the panelboards, in all gutters, and in all junction boxes where unused circuits terminate for the purpose of identifying the various circuits. 2) Feeders and mains shall be tagged in the switchboards. 3) The method of tagging shall be with adhesive type of marker equal to "Brady" as distributed by Graybar Electric Company. (3) Install #12 galvanized steel pull wire in all empty conduits. 4. Receptacles (1) Receptacles shall be Hubbell #5242 or an approved equal by Bryant, Pass & Seymore, Arrow -Hart, or Sierra. 5, Time Switches: For direct control of night lighting through time switch use vTTb oltbb —cycle astronomical dial 35 ampere contacts, double pole, single throw, Paragon 4213 -OSZ or approved equal. 6. Contactors and Relays (1) Electrically operated, mechanically or magnetically held as required with coil clearing contacts, no overloads, 250 volt or 600 volts A.C. as required, amperage and number of poles as indicated on the drawings. Mount contactors on sound absorbing rubber mounts. 7. Grounding (1) To be executed in accordance with all applicable codes and regulations both of the State of California and local authorities having jurisdiction. 8. Meter and Main Circuit Breaker: Shall be surface mounted commercial type. Size as indicated on the rawings. -Metering shall be as approved by the Utility Company. Equipment shall be mounted adjacent to lighting panel inside a common weatherproof enclosure as indicated on the drawings, manufactured by Square D, G.E., or Blakeman. 9. Panels: Surface mounted type NQOB with sub- breakers, branch circuits and mama nibreakers as indicated on the panel schedules. Panels shall be weatherproof where indicated on drawings. Hinged lockable door, index card holders, proper bussing and lugs. Where indicated on the drawings, panels shall be furnished with bussing, relays, contactors, time switches, and special compartments as required by the drawings. All panelboards keyed to match existing. Provide 6 inches additional gutter space in all panels where double lugs are required, or where cable size exceeds lug size. Minimum bottom gutter space shall be 6 inches. Panels shall be a minimum of 20 inches wide and 5 -3/4 inches deep: All circuit breakers shall have individual provisions for padlocking in the OFF position. All breakers fixed positions, not "plug -in." Panel shall be mounted adjacent to metering equipment inside a common weatherproof enclosure as indicated on the drawings.. 10, Lighting Fixtures (1) Underwriters' approved, SP 10 of 10 (2) All fixtures of similar type shall be of the same manufacturer. (3) For lighting fixture types see schedule on drawings. 11. Lamps: All lamps shall be G.E., Westinghouse, or Sylvania. Contractor shall replace all lamps which have burned out prior to final acceptance of job. Clean dirt, dust, and grease from all fixtures before final acceptance of job. Type of lamp and wattage as shown on fixture schedule on drawings. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT .PROGRESS PAYMENT REQUEST NO. Final 10% FOR PERIOD END PROJECT: 27- 7697 -010 BUDGET • MARINERS 1 IS COURTS CONTRACT ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 Earthwork & A.B. $2,760.00 LS 100% $ 2,760.00 2 P.C.C. Slab, etc. 12.606.00 LS 100% 129606.00 3 Fence & Lt. Stds. 5,865.00 LS 100% 5.865.00 4 Plw bing 1,173.00 LS 90% 1,173.00 5 Electrical 4,105.00 LS 80% 4,105.00 6 Benches, Net Posts, etc. 1,173.00 LS 100% 1,173.00 7 Staining 1,995.00 LS 100% 1,995.00 8 San Gabriel Agg. 350.00 LS 100% 350.00 NOTE: ..*.. Work accepted by City Countil on Oet. 28 1968 t ORIGINAL CONTRACT' $ 30,027.00 Send payment to: EXTRAS TO DATE CONTRACT TD DATE - 30,027.00 0. K. Coyle Q/ I z-�I -�� aAAA /NAI�x�►FJrbt /�tllsRt P.O.Box AMOUNT EARNED LESS 10,% RETENTION 30,027.00 �J „Q La Habra,Calif. 90631 602 LESS PREVIOUS PAYMENTS 27,024.30 (250 S. Cypress Street) AMOUNT DUE THIS REQUEST 3,002.70 HEREBY CERTIFY THAT THE AAOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED Ivif line, SIGNED ENGINEER CONTRACTOR BY 0 I `PO: KEN PERRY FROM: PB $ R Director SUBJECT: TENNIS COURT LIGHTS i Since I talked with y regarding the lfghts.at Mariners Park, we have made an extensive to what is Each. night at 5 00. hi the time clocV, tivates the master switch.control. All the li on immediately`,which. is understand- able because it's .possible that ou paid time cld be left.on,:the coin meter from the night before. After an.:bzgr, more or less, all - the lights go out. This is normal, but field stay off until someone puts coins into the meter. This is case. After a period of seven to ten minutes, the lights come all by:theioselves and star, . for an flour.. They go off, and. after seven to.ten:minutes; come on by themselves again. This cycle repeats 2Y..11 ;30 P.M. when the master switch cuts. off via the time clock. Piiy onal discussions with various tennis players reveal that this situation has,_ek sted since the courts were new. Some people indicated that. they have beef► playing regularly at night for. a month-and have never deposited a coin in the meter. Al ]4r. Lockshaer of La Habra Electric was informed of this situa- tion some time ago.and he and I together tried to.find the problem on the site, but to no avail. we did not take the coin - operated meters apart though, which is evidently the problem area. It would seem to me that either the coin contraptions should be made to operate correctly, or be replaced. CCS:h { ���►'f�f� MY. �. -ock� c�.l�ed. I. w; II bbserUe �e ���t,�s K&1 are- Dfaa+t ^5 Ir . 7�7/9G�. NOTICE OF COMPLETION /c ( I PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on September 12, 1968 the Public Works project consisting of Mariner's Park Tpnnis Courts (C on which was the contractor, and Thit d gWJfi*„ Tney� r yy was the surety, was completed. �� CITY OF NEWPORT BEACH ublic rks Director VERIFICATI N I, the undersigned, say: I am the Public Works Director of the City of Newport Beach;. the- foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on November 1, 1968 at Newport Beach, California. 1, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on accepted the above described work as completed an or 3W Ma a. Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed.on November 1, 1968 at Newport Beach, California. e_ - _. siiwl. October 28, 1968 w TO: CITY COUNCIL FROM: Public Works Director SUBJECT: ACCEPTANCE OF CONSTRUCTION OF MARINER'S PARK TENNIS COURTS 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 Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Mariner's Park Tennis Courts has been completed to the satisfaction of the Public Works Department. The bid price was: $ 30,270.00 Amount of unit price items constructed 30,270.00 Amount of change orders: -0- Total contract cost: 30,270.00 Engineering: 1,850,00 Testing 205.40 Water line materials 243.34 Total project cost: 32,568.74 Amount budgeted in Account #27- 7697 -010: $ 33,000.00 The contractor, Mr. O.K. Coyle of La Habra, has requested extra compensation in the amount of $1,318.41 for additional excavation and fill. His claim is that the extra depth of excavation was necessary to remove the lawn roots under the court slabs. At the time the work was being performed, June 7, 1968, no mention was made by the contractor that he felt it necessary to over - excavate. On September 13, 1968, after the slabs had been poured, he submitted his request for extra work. Subsequent investigation in the lawn areas adjacent to the courts has shown that the roots do not extend deeper than originally expected. The contractor's claim for extra compensation has been denied by Public Works. A copy of a letter from the contractor outlining his position is attached for reference. Mr. Coyle is expected to be at the Council Meeting to present his case. Engineering was by Franklin 0. Myers of Costa Mesa, California. The contract date of completion was September 10, 1968. The work was sub- stantially completed by September 12, 1968. The lights were energized by the Edison C pan by September 27, 1968, APPROVED BY CITY CO INCI Joseph T. Devlin OCT 2 $ 1368 Public Works Director GPD /ldg Att. 0. K. Coyle 250 S. Cypress K. `.V �maecm�x GB4 M 04GMRING CONTRACTOR P. O. Box 802 La Hobro, Colifom10 90631 October 22, 1968 ow oa� _ IA= Cells 213) City of Newport Beach 525 -0407 (714) Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Joseph T. Devlin, "Director'of Public Works Re: Mariners Park Tennis Courts 1. Contract 1147. Gentlemen: This is a request for payment.for additional work at the above site. Reference is made to my letter of September 13, 1968, requesting payment for additional work. The work in question involves extra excavation, hauling of earth and bringing in crusher run rock suitable for base under concrete courts. Plans specify that six (6) inches of sod be removed. The work was done with men and equipment under the direction of my soil man, Mr. Villanueva, a man with years df experience. When the depth of the cut as defined on plans was reached, it was found that the sub grade was not suitable for building tennis courts over. With years of experience in the construction of courts, I personally, after advice and consultation with Mr. Villanueva, decided that in the interest of the City of Newport Beach, to build courts that would not develop cracks we should excavate until we were below unstable soil and grass roots. I did this additional work in good faith, expecting to be compensated. It would have been ridiculous for me to cut and remove soil and bring in acceptable materials if it were not necessary: An inspector for the City was in attendance when the work was in progress. Mr. Meyers, the engineer for the City was cognizant of extra excavation. I respectfully request payment in the amount of the request. 250 S. Cypress O. K. Coyle MIM,, GENERAL ENGINEERING CONTRACTOR P. O. Box 802 Lo Habra, California 90631 October 22, 1968 0"=" (Area Code 2131 City of Newport Beach 525 -0407 (714) Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Joseph T. Devlin,' Director Public Works Re: Mariners Park Tennis Courts Contract '114'7: Gentlemen: This is a request for payment for additional work at the above site. Reference is made to my letter of September 13, 1968, requesting payment for additional work. The work in question involves extra excavation, hauling of earth and bringing in crusher run rock suitable for base under concrete courts. Plans specify that six (6) inches of sod be removed. The work was done with men and equipment under the direction of my soil man, Mr. Villanueva, a man with years of experience. When the depth of the cut as defined on plans was reached, it was found that the sub grade was not suitable for building tennis courts over. With years of experience in the construction of courts, I personally, after advice and consultation with Mr. Villanueva, decided that in the interest of the City of Newport Beach, to build courts that would not develop cracks we should excavate until we were below unstable soil and grass roots. I did this additional work in good faith, expecting to be compensated. It would have been ridiculous for me to cut and remove soil and bring in acceptable materials if it were not necessary. An inspector for the City was in attendance when the work was in progress. Mr. Meyers, the engineer for the City was cognizant of extra excavation. I respectfully request payment in the amount of the request. Thank you. Sincerel , RFrFlVrn OKC:jf O. K. Coyl C,^ra 1968 PUBLIC WORKS D&I. 0 ! CITY OF NEWPORT BEACH PUBM WGRKS DEPARTMENT PROGRESS PA'+'MENT REQUEST NO. 4.�E� FOR PERuOD END CN(4 October PRQ3ECT> MARINERS PARK TENNIS COURTS BUDGET NO. 27-7697 -010 CONTRACT Viso t114 - ITEM NO. 4 30,027.00 I TRACT CONTRACT ITEM Y CONTRACT — PAIGE P'- RI–EN" GO'LETE AMOUNT EARNED i �. Earthwork 6 A.B. _ $2,760.00 LS 100% $ 29760.00 2 P.C.C. Slab, etc. 12,606.00 LS 100% 12,606.00 3 Fence b Lt. Stds. 59865.00 LS 100% r 5,865.00 I 4 Plumbing BB 1,173.00 LS /AMl 4w � 1,173,00 5 Electrical ` 4,105.00 LS /e0%,dw q 4,105.00 6 Benches, Net Posts. etc. 1.173.00 LS 100% pppG 1,173.00 7 Staining 10995.00 LS i 100% 1 995.00 8 San Gabriel Agg. 350.00 LS l00% 350.00 i ; � s qry 4 y 6 � 6 i ORIGINAL. CDNT,R.ACI' EXTRAS 'rr DATE 4 30,027.00 - Send payment to: O.K. Coyle .ONTRACT TO DATE Alas ANT EARNED 30,021.00 _ �� 2(-�S 1000 Nantucket Street La Habra, Calif. 90631 Is, F.sv IG RETENTION 3,002.70 �, 4z' ;d GeM L,Ess FREVICUS PA'fMCNTS 26079.83 Amc,vNT DuE THIS REQUST 844.47 HEREBY CERTIFY GHAT THE AB:.'VE AMOUNTS AND VALUES ARE L-- 'Rp-C: "- / 5 6 wNED IUrtiED C � r EIVGI NEE R TP9P2 BY i .. O. K. Coyle GENERAL ENGINEERING CONTRACTOR • 0 October 8, 1968 250.S. Cypress x0MXftx1d*rAkHK P. O. Box 802 La Hobra, Colifomia 90631 OWen 7.0607 (Area Code 213) 525 -0407 (714) City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Devlin, Director of Public Works Re: Mariners Park Tennis Courts Contract '1147 STATEMENT Contract Amount $30,027.00 Allowed 29,088.70 $ 938.30 10% Retention 93.83 Amount Due $ 844.47 Pn� OCT 101968 PUBLIC WORKS DEPT. O. K. Coyle GENERAL ENGINEERING CONTRACTOR • • October 8, 1968 City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California 250,S. Cypress x P. O. Box 802 Lo Habra, California 90631 Attention: Mr. Devlin, Director of Public Works Re: Mariners Park Tennis Courts Contract 1147 STATEMENT Retention PO $3,027.00 Olden 7 -0607 )Area Code 213) 525 -0407 (714) OCT 10 1968 PUBLIC WORKS DEPT, O. K. Coyle GENERAL ENGINEERING CONTRACTOR • E 250 S. Cypress 194ltX t4MX P. O. Box 802 La Habra, California 90631 OWen 7.0607 )lnUaSvy4m )Area Code 213) 525 -0407 (714) October 8, 1968 City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Devlin, Director of Public Works Re: Mariners Park Tennis Courts Contract 1147 STATEMENT Extra o �� V �o P $1,318.41 RECEIVED OCT 101968 PUBLIC, WOj?ftS DEPT. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING September 15, 1968 PROJECT: MARINERS PARK TENNIS COURTS BUDGET NO. 27- 7697 -010 CONTRACT NO. 1147 NO. CONTRACT ITEM PRICE COMPLETE EARNED 1 Earthwork III A.B. $2,760.00 LS 100% $ 2,760.00 2 P.C.C. Slab, etc. 129606.00 LS 100% 12,606.00 3 Fence 3 Lt. Stds. 5,865.00 LS 100% 5,865.00 4 Plumbing 1,173.00 LS 9111% 10065.70. 5 Electrical 4,105.00 LS 80% 3,284.00 6 Benches, Net Posts, etc. 1,173.00 LS 100% 1,173.00 7 Staining 19995.00 LS 100% 1,995.00 8 San Gabriel Agg. 350.00 LS 100% 350.00 $29,086.70 ORIGINAL CONTRACT $30,027.00 Send payment to: EXTRAS TO DATE CONTRACT TO DATE RE CF ► V O.K. Coyle 1000 Nantucket S*et AMOUNT EARNED 299088.70 S EP 2- 1968 La Habra, Calitord -.,.., 90631 LESS 10% RETENTION 2,98.87 LESS PREVIOUS PAYMENTS 18,823.86 AMOUNT DUE THIS REQUEST 7,355.97 PUBLIC INUKn,) ULr'jt* I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CO T. SIGNED SIGNED IDIW {D�•ENGINE C A TOR BY O. K. Coyle GENERAL ENGINEERING CONTRACTOR -//y7 September 13, 1968 City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention: G. P. D'unigan, Jr. Gentlemen: Re: Mariners Park Tennis Courts Contract 1147 250.5. Cypress P. O. Box 802 Lo Habra, California 90631 OWen 7 -0607 7390eYxR[B4M (Area Cade 2131 525 -0407 (714) We request that a Change Order be issued for extra excavation required at subject job. Work was done to comply with plans and specifications. To get down below the vegetation and grass roots it was necessary to excavate to a depth of 0.9, foot below bottom of concrete slab instead of 6" as shownTn plan. Additional Excavation Required = 290 Ton Excavate & Load @ .30 Ton 87.00 Haul @ .94 Ton 272.60 Extra Base = 407 Ton Haul @ .94 per ton 382.58 Base material cost @ .95 per ton 4+k-.,6-5. 3 %�•�s Sales Tax 20.58 Compact Base to 95% @ .01 per sq.ft ....... 14.4.,.60 Total Amount of Change Order $1,318.41 IZ 91.1/6 Please note that no request has been made for any profit. Thank you. Sincerely, OKC:jf O. K. Coyle OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR POTENTIAL SOURCE SAME �+ .O ROAD DEPT. • AFTER AWARD OF CONTRACT Malarial Tasfing So6ion TEST NO. (�� 92 jZS�. CONTROL TESTS ON REPORT OF TESTS .O N FIELD NO. G MATERIALS ACTUALLY P. C. C. CONT. ENTERING INTO WORKS O SPECIAL TESTS CLASS: 8 SIZE: 4 ' FED. NO. DATE REPTD. IF CONTRACT. USE CONTRACT ITEM- '^ ROAD NO. PROJECT NAME AJj4P�A_�QS 7EAfl/ /S C.IY/.PT q/ GI/ RESIDENT ENGINEER (INSPECTOR) ,V�� CONTRACTOR - SEND REPORT TO: CONSTRUCTION OUTSIDE ® MAINTENANCE AGENCY SUB'D� PERMITS 0 AGENCY: C!3^Y /NE A7jH.QT j�[•S�"N _ SAMPLE OF PCc. SAMPLE FROM - LIMITS OF SAMPLE .. LOCH. OF SOURCE WESS.VAII�SYE,2 1• C� DATE SAMPLED ll1"6 BY S- Myojs&j TITLE 2AATR RECEIVED Z/� ,Ck FOR USE IN ZZ"qg ■____ MIX COMPRESSION TEST_ ®® M®®®® ;az RESIDENT ENGINEER (CITY ENGR.) F -S 011 -15.1 BILLING WILL BE MADE AT END OF MONTH CONCRETE di MIX DESIGN MATERIALS ENGINEER r. OPRELIMINARY TESTS PRIOR TO AWARD OF CONTRA ' f , "._O POTENTIAL SOURCE SAM* AFTER AWARD OF CONTRACT CONTROL TESTS ON O MATERIALS ACTUALkY ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. RESIDENT ENGINEER (INSPECTOR) T� SEND REPORT TO: CONSTRUCTION AGENCY: �./ �.t�ErA/FL^,er�� SAMPLE OFR=;t'. LIMITS OF SAMPLE LOCA. OF SOURCE Re/�STAI /Nl.STE� OWNER R MANUFACTURER 8 LOCATION 4071#4 DATE SAMPLED 7 ze-je BY FOR USE IN 2Wa)? Iu COUNTY OF ORANGE ROAD DEPT. Material TarNng Sadion REPORT OF TESTS 1 P. C C. CLASS: B SIZE: IF COMTR.CT. USE colilEen ere PROJECT N^ME SAMPLE FROM CONTRACTOR VANCE TEST NO.6 - 938. 939. 940 FIELD NO. w ANlP (W.G. - . P.O. No- 1 4z4,r (P.O. a FED. NO. ` DATE REPTD. SUB'Dc PERMITS TITLE /sip RECEIVED ■DESIGN OF mix ®Mason M®®®® BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) F- 9011..5.1 CONCRETE A MIX DESIGN r O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRACT POTENTIAL SOURCE SAM ROAD DEPT. • • Q AFTER AWARD OF CONTR T M.+90.1 Tes iIN) SoAion fE57 NO O � 9asd -9?i n (` CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. MATERIALS ACTUALLY P. C. C. coxT. �w.o. e. e.o. xu o. wreel SlZ¢ -,r ENTERING INTO WORKS FED. NO. O SPECIAL TESTS CLASS: S SIZE: DATE REPTD. IF CONTRACT, USE CONTRACT ITEM ROAD NO. PROJECT NAME /►WWWe5 7FAW45 Cek j?U RESIDENT ENGINEER (INSPECTOR) .TpNJ30.J CONTRACTOR a������i��� SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE SUR'D0 PERMITS AGENCY: CiTyf�yyuyer BFACN AGENCY SAMPLE OF 1pr.c SAMPLE FROM LIMITS OF SAMPLE + LOCA. OF SOURCE OWNER UANTITY MANUFACTURER 8 LOCATION BrLJ7A - (wlE57CIPAI EPRESENTED DATE SAMPLED %2S -dg RY m9A%/ TITLE �,yyp RECEIVED 7_0 -68 FOR USE IN SZ19B • • ■____ — a������i��� ®ism M®®®® $BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 --we.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER c O PRE ARY TESTS PRIOR VARD COUNTY OF ORANGE TO OF CONTRA# ROAD DEPT. COMPRESSION TEST • O POTENTIAL SOURCE $AM AFTER AWARD OF CONT T Materiel Testing Section TEST NO. y� REPORT OF TESTS ON FIELD NO. CONTROL F P. C C co rm. N. O. MATERIALST AC UAAL4Y , . (W.O,aP.O.NuwA-42 ENTERING INTO WORKS �� FED. NO. O SPECIAL TESTS D if � CLASS: B SIZE: %i DATE REPTD. 8 -117— 68 IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME //f .4,em, -CQS p /i�sQ/L✓ RESIDENT ENGINEER (INSPECTOR) ,T0JV;lZcVAf CONTRACTOR SEND REPORT TO: CONSTRUCTION Lj OUTSIDE MAINTENANCE 0 SUB'DC] PERMITS AGENCY: C'� -TY !Y� AGENCY /ViFW.t760R'T BAWeAe Q SAMPLE OF 4 6 LfiSS -�A �flA/LQETESAMPLE FROM LIMITS OF SAMPLE 30, S LOCH. OF SOURCE OWNER OR MANUFACTURER & LOCATION sT6itN UTY REPRESENTED DATE SAMPLED 7-Z2-sij BY JOHN SONS/ ^' TITLE - T Nas'7j RECEIVED 'J �6rly FOR USE IN .,54 .O,ff • is ■ COMPRESSION TEST NMI ..E.IMENT CONTEM BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE A MIX DESIGN c MATERIALS ENGINEER ❑Preliminary tests prior to award of contract. Control tests on r. materials JUL. 22 1969 entering into works ..,, tunoltC COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION (W A - B. N fX. 06NS DA If contract, use contract item 7 g- 3619 24 —)< TO. 7 — PROJECT TER6k U d8le1gY (I IQ.,: � E W . AGENCY RESIDENT ENGINEER (INSPECTOR) Y` e'A OH/JSO rJ CONTRACTOR SEND REPORT TO: CONSTRUCT N ❑ AGENCY OE ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ AGENCV LOCATION COU(iT L S. G.Y ,v. LKF. RT LT OF rL STA REPRESENTING LIMITS TYPE MATERIAL A. L. DEPTH G tt TO __,& I ``BELOW FINISHED GRADE DATE 7- )8- C: ' TESTED BY: v. - COATS IN PLACE DENSITY A INITIAL WT. TEST SAND `-, 4-0 B WT. SAND RETAINED g. C WT. SAND USED ? ) ,l O D TEST SAND DENSITY 2. E VOLUME SAND USED S F VOLUME CONE + RING ) Q G VOLUME TEST HOLE WET WT. ROCK H WT. EX C. SAMPLE + TARE DRY WT. ROCK I TARE WEIGHT 2.70 J WET WT. EXC. SAMPLE 2_1.(00 K WET DENSITY IN PLACE TOTAL DRY WT. L DRY DENSITY IN PLACE 131y, Jr - METHOD -A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD 1 WWW WET WT. 1 01 0 DRY WT. 1 1 267 MOIST. M N 3,$ SP. GR. ROCK Q WET WT. ROCK D 8 Y08 DRY WT. ROCK R WET WT. -1 , $ 6,27o_ DRY WT. - 3 TOTAL DRY WT. ONA1679 f p % ROCK S CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN O a 600 P WET WT. AT COMPACTION 00 ZS S Q DRY WT. COMP. SPEC. D 8 Y08 R % MOISTURE , $ 6,27o_ CONDITION OF MOLD ONA1679 f p S HT. COMPACTED SPECIMEN T _WET DENSITY V DRY DENSITY 1 13-67 7— A3 7, CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K . (I00% +N) Q = 0 + (100% + N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F ITS! ' I S 16.8 uJ . ?a. 042 10IBSW BeF, I 'lO I a- METHOD A UQ B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13—'C— MOISTURE gl S RC = q7 % TENT. RC = % SPECIFICATION: NL %_ ❑ BILLING WILL BE MADE AT END OF MONTH BY / ✓ %=, 1 01 M ERIALS ENGINE RESIDENT ENGINEER (CITY ENGR) 13011 -33 RELATIVE COMPACTION I' LJ ❑Prelilninar to prior to award of coct. n i ❑ Control tests on materials actually INITIAL WT. TEST SAND entering Into warns. I B PROJECT TLt+ "I1q - C6GRr (71v RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: LOCATION COURT CONSTRUCTION #.I N. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION A. 8. If contract. use contract item OUTSIDE AGENCY V, TEST NO. C— 8 — _31 FIELD NO.I 2 1 C ON T. NO. M.G. OR P.O. OR AHFPI 424 -1< DATE REPTD. % — 1 ? — 6 8 J SON CONTRACTOR MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ �• RT LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL A.C. DEPTH Qt1 TO - BELOW FINISHED GRADE DATE 7-)-7-69, TESTED BY: G 5. CoATE IN PLACE DENSITY Al INITIAL WT. TEST SAND , 2 B WT. SAND RETAINED 'y R Q C WT. SAND USED i Q D TEST SAND DENSITY N ,Z E VOLUME SAND USED '7 g F VOLUME CONE + RING �$ GI VOLUME TEST HOLE Q H WT. EXC. SAMPLE + TARE % ROCK 1 TARE WEIGHT 2•% J WET WT. EXC. SAMPLE • Q K WET DENSITY IN PLACE / d1l. L DRY DENSITY IN PLACE 13rS,3 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA - FIELD L/6 WET WT. 2 #06 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N ,Z SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - j Q DRY WT. - a -- TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA - MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R `% MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN - T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K = (100% +N) Q = 0 = (100% + N) SM. RING .0143 .1810 R = (P -Q) = Q V = FACTOR x Q- S LG. RING .0302 1 .1969 REMARKS: Nax- Dzlrs_ frogs 68 -c— 361 Ta r 4- tF ) Test Method Calif. 216 -F • 1 9- 1140 1130 METHOD A PQ B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13 /39 MOISTURE y .S RC = q7 % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY \RESIDENT ENGINEER (CITY ENGR.) N P301 1 -s3 RELATIVE COMPACTION TERIALS ENGINEER CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING August 15, 1968 PROJECT: MARINERS PARK TENNIS COURTS BUDGET NO. 27- 7697 -010 CONTRACT NO. 1147 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 EarthMOrk 3 A. B. $2,760.00 LS 95% (2.622.00 2 P.C.C. Slap, etc. 12,606.00 LS 90% 11,345.40 3 Fence li Lt. Stds, 5,865.00 LS 75% 4,398.75 4 Plumbing 1.173.00 LS 90% 10055.70 5 Electrical 49105.00 LS 25% 11026.25 6 Benches, Net Posts, etc. 1,173.00 LS 10% 117.30 7 Staining 1,995.00 LS - 8 San Gabriel Agg. 350.00 LS 100% 350.00 20,915.40 RECEIVED AUG 191968 PUBLIC WORKS DEPT ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE $30,027.00 -- �� 8 -i9 -« 0. 40 Send O.K. 1000 payAent to: Coyle Nantucket Street AMOUNT EARNED 209915.40 /4 La Nabra, California 9063 LESS 10% RETENTION 2,091.54 LESS PREVIOUS PAYMENTS 49716.10 AMOUNT DUE THIS REQUEST 14,107.76 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORiKtrT>. SIGNED ✓•>. Tf SIGNED 6. ENGINE If R COMTRACf OR BY 11 HAWS COMPANY i 2648 N.FIGUEROA STREET • LOS ANGELES, CALIFORNIA 90065 TELEPHONE (AREA CODE 213) 223 -3275 July 11, 1968 Glendora Plumbing, 1237 E. Alosta, Glendora, Calif. 91740 Attn: Mr. Jenks Subject: Newport Beach - P.O. 7136 Dear Mr. Jenks: This is to advise you that shipment of one Model 30 HAWS precast concrete fountain which you have ordered through E.S.A. Supply Company will be shipped week of July 22 or 29. We are doing all possible to expedite this order, but unfortunately a two monthst strike, which has just recently been settled, has set us back. You may rest assured we will do our utmost to advance this shipping date. We are Onclosing herewith two copies of roughing - in sheets. encls.2. AWA:ca Very truly yours, HAWS COMPANY A. W. Averine cc - E. S. A. Supply Co., 736 N. Todd Ave., Azusa, Calif. 91702 DESIGNERS AND MANUFACTURERS OF DRINKING FOUNTAINS • FAUCETS ELECTRIC WATER COOLERS EMERGENCY EYE -WASH FOUNTAINS DRENCH SHOWERS LAD FAUCETS. • DENTAL_ EDUNTAIH/CUSPIWRS COUNTY OF ORANGE to o award Preliminary tests prior �gI / ❑ award of contract. , l ROAD DEPARTMENT Material Testiag Section TEST NO. C— 3Sy6 FIELD NO © RELATIVE COMPACTION C .O.OR .0 Control tests on (W.a OR P.O. OR AHFPI materials actually • entering into works. , DATE PTD t I If contract, use contract item �i �%8' PROJECT AGENCY Li' e RESIDENT ENGINEER (INSPECTOR) zTn N//5't "/ CONTRACTOR 1 -•GZdr. S OUTSIDE .dSEND REPORT TO: CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑ SUED. ❑ PERMITS ❑ lILOCATION /E'`/i ^��5��� °I�"r.1 �$ -�g�.E .-_-, -/ RT LT OF (L STA C�Z REPRESENTING LIMITS 3� �J •.BOL -� - - TYPE MATERIAL 'fi n DEPTH 4 TO /6 a BELOW FINISHED GRADE DATE ? -�.�' Gi"t TESTED BY: el, gf95n / .LiC - ✓`-'�` - IN PLACE DENSITY A INITIAL WT. TEST SAND LAB BI WT. SAND RETAINED 3 C WT. SAND USED D TEST SAND DENSITY _• -• E VOLUME SAND USED $ F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - a H I WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX. DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 3 9.4-.;Z L DRY DENSITY IN PLACE /a. O s. METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA IELD LAB C 1 pp 3 01 INITIAL WT. SPECIMEN "WT.ROCK '0 N P AAcan WET WT. -; Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX. DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD N0. C 1 C -C. 2 3 4 01 INITIAL WT. SPECIMEN A P WET WT. AT COMPACTION AAcan _1A 4+ Q DRY WT. COMP. SPEC. �e2 R % MOISTURE CONDITION OF MOLD. aj S HT. COMPACTED SPECIMEN Q, T WET DENSITY V DRY DENSITY /3 .o CONV. FACTOR =0.592 FACTOR x Q =135,9 VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E — F K = J +G CONE .1667 — L =K =(100 % +N) Q =O+ (100 % +N) SM. RING .0143 .1810 R = (P —Q) . Q V = FACTOR x Q . S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F 0 RECEIVE15 JUL 181968 PUBLIC WORKS DEPT. RESIDENT ENGINEER (CITY ENGR.) \ r3011 -83 11L: i 8- METHOD A j4 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY IA7 135 MOISTURE -5- 7 RC= % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH IA RELATIVE COMPACTION ❑Preliminary tests prior - COUNTY OF ORANGE INITIAL WT. TEST SAND to award at contract. 41 ROAD DEPARTMENT a O. 1 Material Testing Section TEST c- 3 sy7 4 D FIELD NO. 2 CON Control tests on RELATIVE COMPACTION VOLUME SAND USED .3441 MOTOR P.OROR AHFP) materials actually , / -t G -VOLUME TEST HOLE 1/4-?.2 entering into works. W. 7. �4 � • If contract, use contract item DATE REPTO. 7 --Ag 6 $ J PROJECT '7- e',t /N " "': - AGENCY L1A/EVbaeu-9i 17"C 4 'q RESIDENT ENGINEER (INSPECTOR) CONTRACTOR 6 rA-' C_, —V SEND REPORT TO: CONSTRUCTION OUT IOE ❑ GENCY ,© MAI NTENANCff ❑ SUBO. ❑ PERMITS ❑ LOCATION <�,_ ✓F C '.: r�'- ,2 TIAI �n L!-;v '.Ott`' / RT LT OF STA REPRESENTING LIMITS HT. COMPACTED SPECIMEN TYPE MATERIAL �• �'-. - P r',i'�-j DEPTH -p/ TO /O" BELOW FINISHED GRADE DATE G -'� - TESTED BY: -, OI4&J5a.+/ 4o IN PLACE DENSITY Al INITIAL WT. TEST SAND '�- B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED .3441 F VOLUME CONE + RING , / -t G -VOLUME TEST HOLE 1/4-?.2 H WT. EXC. SAMPLE + TARE o I TARE WEIGHT 1 J WET WT. EXC. SAMPLE c K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE • FIELD LAB MOLD NO. 1 j1DRYWT. EROCK 3 4 (JI M S• 63 N . WET W T. ROCK P DRY WT. ROCK WET WT. - n DRY T. - i Q1 TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) F3011 03 1140 1 B� METHOD A 0 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IcX5S /.35 MOISTURE �o RC - _E3— % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH M RELATIVE COMPACTI e. • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 (JI INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q1 DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L =K +(100 % +N) Q= 0- (100 % +N) SM. RING .0143 .1610 R = (P -Q) - Q V - FACTOR x Q - S LG. RING - .0302 .1969 REMARKS: Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) F3011 03 1140 1 B� METHOD A 0 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IcX5S /.35 MOISTURE �o RC - _E3— % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH M RELATIVE COMPACTI e. CM OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT COMPLETION STATUS 3,\1 7 R A 1, 7 0 0. K. Coyle 1000 Nantucket Street La Habra, California 90631 C -1147 Rcpcp.-,- DATE July 15, 1968 C0' T R A, ; fr-.1147 emirs ya k tennis Courts DP.7E: c,ti AWARD/-,xZcUT9aN A(.4,,•wE:-.) ";CALENDAR DAY-5) 7F (120) -xr- ET ION DATE 1YikE r D EY""$ O+ : —,SRRE:C7--7 CC-MPLETION DATE DAY'.: U�ED I CA'—ENDA; DAYS REXAMNG FPZ%�-CZN7 TEMZ X4,- MAY BE v,RANTEO BY CVTy COUNCIL ONLY* EXTENSION NOTED W; LL 54 Wc-,R,�,S DE,?AR7?orNT. roliim-n --ja_parppthesis includes the time and value for staining. I Q N ED B -X42 1 �y CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. PROJECT: FOR PER'iOD END' BUDGET NO. 27 -7697 -010 CONTRACT NO 11 LI•! F�R� Jvt i n; wuwi NO. CONTRACT ITEM I ?RICE i COM?L.ETE I EARNED 1 Earthwork & A.B. $2,760.00 LS 95% 2 P.C.C. Slap, etc. 12,606.00 LS ! 15% 4g$2,622.00 ! 1,890.90 !1 3 Fence & Lt. Stds. 5,865.00 LS P 5% 293.25 4 Plumbing 1 1,173.00 LS - 5 Electrical 4,105.00 LS r 10% I 410.50 r 6 Benches, Net Posts, etc. 1,173.00 LS 2% 23.46 7 Staining 1,995.00 LS - 8 San Gabriel Agg. 350.00 LS-1 - . I 5,240.11 I . �y i 4 ORIGINAL CONTRACT $30,027.00 Send payment to: EXTRAS TC DATE CONTRACT TO DATE .- Dv\ 7 ��y 0 K. Coyle 00 Nantucket Street AMOUNT. EARNED 5,240.11 La Habra, California 90631 %E.SS h0% RETENTION 524.01 LESS PREVIOUS PAYMENTS — . AMOUNT DUE THIS REQUEST 4,716.10 . o HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S;4NED /r%� SIGNED - Gtr ,e,-,--ENG WCE ER CR-RACTOR BY ,, i CITY NEWPORT BEACH - PUBLIC WORKS D #IMENT MEMO TO: SUBJECT: .i . -71 , ..2r DgTE_._L�z_ !7 & e , PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS ^ O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE Vl TO AWARD OF CON T ROAD DEPT. I O POTENTIAL SOURCES ED Material Testing Section AFTER AWARD OF COi RACT TEST NO. � CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. qq MATERIALS ACTUALLY A&& 13a,L_ CONT ENTERING INTO WORKS FED. NO. Q SPECIAL TESTS s I 4* DATE REPTD 4-27-46 _,IF CONTRACT. UEE CONTRACT ITEM ROAD NO ^ PROJECT NAME MP -RIN @R eFIC CL TENAtt1 ca 11A RESIDENT ENGINEER '(INSPECTOR) CONTRACTOR ' SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE SUBT PERMITS E] AGENCY: SAMPLE OF QaiG ��5) ` DEPTH LIMITS OF SAMPLE nuu� R \ C- �AARYN `Q LOCA, OF SOURCE Q ! - 0- • • DATE SAMPLED ( I P e-p BY )A/A9 A t7AA TITLE E r 'T RECEIVED FOR USE IN RASE ; - "Tl eN RESIDENT ENGINEER (CITY ENGR.) F- 3011.421 S BILLING WILL BE MADE AT END OF MONTH AGGREGATE & SOIL MATERIALS ENGINEER GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS V SED SPECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE P.S.I, MOISTURE AT COMPACTION °o j DRY DENSITY OF BRIO., r 111 FT. II/1 STABILOMETER VALUE `R" z EXUDATION PRESS, P.S.I. 111 THICK. INDICATED BY STAB, INCHES I b THICK. INDICATED BY EXP. PRESS. IN. O„'(,.0, SP. OR. OVEN DRY I S. S. APP. SUBBASE Ith FINE BASE % COARSE SURFACE L, L. I P. L. P. I. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC, BY EXUD, PRESS 30 C -3C J j BY EXPAN. PRESS 50 yj WET DRY .j � �3 4> AVG. �� SPEC. S� p AT EOUIL. SPEC. 10, INDICATED MINIMUM THICK, OF COVER FOR ABOVE CONDITIONS, zoo .L_ra $U IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: RESIDENT ENGINEER (CITY ENGR.) F- 3011.421 S BILLING WILL BE MADE AT END OF MONTH AGGREGATE & SOIL MATERIALS ENGINEER ❑Prelim{'nary tests Prior COUNTY OF ORANGE to awat'd of contract. ROAD DEPARTMENT Material Testing Secflon -TEST NO. C --W /a6 FIELD NO. VIPACTION CON T. NO.OR © Control tests an RELATIVE I 1 OR P.O. OR AHF PI materials actually • entering into works. Rc, 1" DA KEPT D. If contract, se'contract item PROJECT /,�.f.F�E' �\'. ". AGENIY C�/l/�'y� /%c..�c" RESIDENT ENGINEER (INSPECTOR) °i >•��t/�� - "' —CONTRACTOR-f,? -'2A OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD. ❑ PEk ITS ❑ LOCATION JZ �P -A 7 � 7 '� -Fii� RT LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL i3s oOilDat TH �TO BELOW FINISHED GRADE DATE / - / 9 -G & TESTED BY: Z IN PLACE DENSITY Al INITIAL WT. TEST SAND /,d- B WT. SAND RETAINED 3 C WT. SAND USED / D TEST SAND DENSITY N E VOLUME SAND USED i F VOLUME CONE + RING i eG G VOLUME TEST HOLE DRY WT. - i H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY j J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L (DRY DENSITY IN PLACE METHOD MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. ,C, 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK a.S `n DRY WT. ROCK WET WT. Q DRY WT. - i TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO, CC 1 ,C, 2 3 4 01 INITIAL WT. SPECIMEN .Sc S'o P WET WT. AT COMPACTION a.S `n ..S Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD /U.) S HT. COMPACTED SPECIMEN 10, /p, T WET DENSITY / A/ V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K =J . G CONE .1667 - L =K. 1100% +N) Q =0 +(100 % +N) SM. RING .0143 .1810 R = (P-Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F T RECEIVES JUN 24, 1969 140 I B- METHOD A-64- B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / O MOISTURE RC = 99 TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENUINWWWW ""' N BY r3011 -03 RELATIVE COM;PA CTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT COMPLETION STATUS CONTRACTOR: 0. K. Coyle 1000 Nantucket Street La Habra, California 90631 CONTRACT: Mariners Park Tennis Courts DA.dE or AwARDf6xeevTt"m !!! 13, 1968 TIME ALLOWED (CALENDAR DAYS) 75 (120) ORIOINA.L COMPLETION DATE RECOMMENDED EXTENSION+ CORRECTED COMPLETION DATE CALENDAR DAYS USED CALENDAF DAYS REMAININ4 PrRCgNT TBMC USED PEP "ENT VALUE COMPLETED REPORT DATE. June 25. 1968 July 27th (Sept. 10) None None July 27th (Sept. in) 42 (42) 33 (78) 56% (35) % 10% +TOME txTrNsit,,Ns MAY BE 4RANTED BY CITY COUNCIL DNLY. EXTENSION NOTED WILL BE RECOMMENDED BY PUBLIC WORMS DEPARTMENT. REMARKS: Right hand column in parentheses includes the time and value for the staining. Your attention is directed to the Standard Specifications, Sections 8-04 "Progress of the Mork ". 8-06 "Time of Completion and Liquidated Dwages", and 8-07 "Suspension of the Contract ". SIGNED Fe. u. P. Ounigan, Jr. Field Engineer xp r ❑Preliminary tests prior INITIAL WT. TEST SAND to award of contract. B WT. SAND RETAINED ' } C ®Con tro tests an D materials actually b2. 66 entering into works. • p, COUNTY OF ORANGE ROAD DEPARTMENT Material TeMiag Sectien RELATIVE COMPACTION P If Contract, use contract item T F ST Y & C— _zGe- FIELD NO- CONT. NO. OR (r -O. OR P-O.z4 OR EFP) q— k DATEREPTD. PROJECT A//zfTR //✓, 7_EN1Y1_f L = '!�IAAGENCYC11 /Y U/PDh��.:.- BEAe"71 RESIDENT ENGINEER (INSPECTOR) _DAl CONTRACTO SEND REPORT TO: CONSTRUCTION WTNCY ❑ MAINTENANCE ❑ SUBD. PERMITS ❑ LOCATION TENA //S Ce 57" 6f Q A/ EDGE e E /la LAiART -4=;f —gF -r t- BT-A- REPRESENTING LIMITS TYPE MATERIAL 41 S as G )v DEPTH 3 r� TOE_ DATE : - TESTED BY: A- PH YNE 1' A' IN PLACE DENSITY Al INITIAL WT. TEST SAND 4G. 9S B WT. SAND RETAINED )2.95- C WT. SAND USED ^.co D TEST SAND DENSITY b2. 66 E VOLUME SAND USED p, F VOLUME CONE + RING G VOLUME TEST HOLE O. H WT. EXC. SAMPLE + TARE 24. (oO I ITARE WEIGHT 3.85' J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. Iml N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT -— a Q DRY WT. _3 TOTAL DRY WT. % ROCK R CORR.MAX.OENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD iV061( OU6 S HT. COMPACTED SPECIMEN T WET DENSITY / V DRY DENSITY CONY- FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. 'C = A — B E = C + D 1 UNIT CONE+UNIT G =E - F K = J = -G CONE .1667 - L = K + (100- + N) Q = 0 + (100`7 + N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216-F R C c t I V E D JUN 131968 PUgUC WORD DEPT. RESIDENT ENGINEER (CITY ENGR) F3011 -83 i B� LOW FINISHED GRADE —S METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / r2 3 2 MOISTURE � r� /q6 RC = % TENT. RC = % SPECIFICATION: NL %. aBILLING WILL BE MADE AT END OF MONTH RELATIVE COMPACTION ❑ Preliminary tests Prior to award of contract, i.? Control tests on materials actually • entering into works. C,O'FITY OF ORANGE A %GOAD DEPARTMENT jp / Material Testing Section TEST NA— 3 FIELD NO- 11 RELATIVE COMPACTION CONTA 0. OR (W.0 P O OR AHFPI D TEST SAND DENSITY N DATE REPTD- C_ If contract, use contract item PROJECT /`147i1d /'�A K / - �(' n>- AGENCY RESIDENT ENGINEER (INSPECTOR)_[. SEND REPORT TO: CONSTRUCTION ❑ AGEI LOCATION / r=anS ila y&?___� ti�,G ,dJJG REPRESENTING LIMITS TYPE MATERIAL A /:E;: 6Ac:�_l Cj DATE In -/O -C c TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND jp B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED '( - C) F VOLUME CONE + RING O, / G VOLUME TEST HOLE, DRY WT. - e H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. At° 2 3 DRY WT. - -- INITIAL WT. SPECIMEN % MOIST- M N SP. GR. ROCK P WET WT. ROCK 214 pG DRY WT. ROCK WET WT. - AS Q DRY WT. - e TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO, 19P 1 At° 2 3 4 01 INITIAL WT. SPECIMEN 2 GG Z 00 P WET WT. AT COMPACTION 214 pG Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD CL UN dV flf/ S HT. COMPACTED SPECIMEN / , &j Q- T_WETDENSITY 1 /-7/- 4 1 13D V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D 1 UNIT CONE +UNIT G =E - F K =J =G CONE .1667 1 - L= K +(100% +N) 0 =0+ (100`7 +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) (3011 -83 i B- 1140 L.. SUBO. ❑ PERMITS ❑ LOW FINISHED GRADE METHOD A ❑ B CR SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY / 3 1 / MOISTURE RC= 99 % TENT. RIC = % SPECIFICATION: NL`y,, ❑ BILLING WILL BE MADE AT END OF MONTH BY RELATIVE COMPACTION, T COYLE EN G GENERAL ONTRACTOR esa E. WHITTIER BLVD. LA HABRA, CALIFORNIA TRANSMITTAL OWEN r -azla Date: 11 June,1968 To: Franklin 0. Myers,Consulting Engineer 583 West 19th. St. Costa Mesa,California Subject: Mariners Park Gentlemen: Mr. Dunigan the chief inspector for the City of Newport Beach, gave me his verbal permission to get a mix design from Azmsa. Enclosed: forwarding to you for approval. — Copies of the following: — Shop drawings for approval. RECEIVED JUN 2 81968 PUBLIC WORKS DEPT. Very truly yours C5k ZI".' (��;'& O. K. COYLE HG ,) e reoieL-oe�Q 4hd an, `Ivrwsrr�ihs �� herew�, n N m U m 3 � D a o a � Z S � H S m M c z �4 A 0 x P' z 0 S umi m (� m � � Z -i 1C- S Z _ D Z SJ > s � S = D y O S m A C D z C m � m 3 m m a O O I 0 O 0 p O z y D m r � N Z � O nY ~ d O O ti W S � n o Z n A y m i X 0 m 3 D F N > IDO � D >> F A � Z z z z y s O O �4 A 1C- S Z _ D Z SJ > s � S = D y O S m A C D z C m � m 3 m m a O O I 0 O 0 p O z y D m r � N Z � O nY ~ d O O ti W S � n o Z n A y m i X 0 m 3 D F N > IDO >> > z z z O m> 3 0 x m o o n < x O > m n p A A A A 10 G% GI D y I N C) I I D I A A A Z m (D (D r r O I I v N Z A n T T m o W m W I 24.- J W t W 1 N 1 N V1 1 N W 1 O 2 .• co O N 1 w I W O -P' O i O1 i .o 1 i N Li iG t �a A f r ' M1 O O y O z F 0 O m z 0 m I fl c D Z H m 1A A Q C D F O 0 P DA m O C A m m O K N Y• O ^1 d w N 8 b m '1 H C W C 0 h `V w N W M H d w ® _A Z `' N m Q A � spy N I� p r w � N w A w Q N O h Z Q m •� y n < Z n m Z -1 D m 0 N C D D T N 9 t0 lO O p D y p4 d r 0 N O\ May 13, 1968 6 -? TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MARINERS PARK TENNIS COURTS, CONTRACT 1147 C> RECOMMENDATION: Adopt a resolution awarding the contract to 0. K. Coyle of La Habra for $30,027.00, and authorizing the Mayor and City Clerk to execute the contract. DISCUSSION: This project will provide for construction of two acid- stained, reinforced concrete tennis courts, complete with fencing, nets, benches, night lighting, drinking fountain, and access walk. Two bids were received and opened in the office of the City Clerk at 9:30 A.M., May 6, 1968. A third bid received at 9:31 A.M., was returned unopened. BIDDER BASE BID ADDITIVE ITEM TOTAL COST y (San Gabriel Aggregates) ro 0. K. Coyle $29,677.00 $350.00 $30,027.00 v La Habra 'C Ben F. Smith, Inc. $37,195,00 $910.00 $38,105.00 E1 Monte —c The low bid is 5% more than the Engineer's estimate of $28,600.00. Lo —G The total estimated project cost is: C__ Construction Contract $30,027.00 _411 Testing of materials 400.00 Engineering Fee 1,800.00 C) Contingencies 773.00 O C::: TOTAL $33,000.00 z co-) The additive item provides for the use of San Gabriel River aggre- r_getes in the concrete work. Because of their non - reactive properties, the use of this type of aggregate is preferred for tennis court work. Inclusion of the additive item in the contract is recommended inasmuch as the cost differential is small. u 0 4 Page 2 Subject: Mariners Park Tennis Courts, Contract 1147 The sum of $24,000.00, is budgeted for the project in Account No. 27- 7697 -010. It would be possible to defer the plumbing, electrical work, and acid staining and coloring until a later date. This would reduce the present project cost by $7,273.00. If it is the intention of the City to have these deferrable items constructed, the lowest overall cost would be obtained if they were to be done at this time. Therefore, a budget amendment in the amount of $9,000.00, has been prepared for Council consideration. Funds are available in the Building Excise Tax Fund. The financing for the project was provided by $9,000.00, available in the special tennis court fund, and an advance of $15,000.00, from the Building Excise Tax Fund. If additional funds of $9,000.00, are advanced now from the Building Excise Tax Fund, the total amount could be repaid in approxi- mately five years. Although the low bidder has not previously done work for the City of Newport Beach, a check of his references discloses that he has done good quality work on swimming pools and tennis courts for a number of public agencies. The Engineer for the project is Franklin 0. Myers of Costa Mesa. The estimated date of completion is September 13, 1968. oseph Devlin ublic ks Director KLP:ms } a E U) N _tom a V _ z N F- I W z —oz I- U LJ 61 O F- W W Z n M 3 o- ICI I IMF �n�nmmdiNu '��IIAINII �IIIIIYINMW Nil: Il 116' a �li III�IYI��NmIN�INIII� OMINOUS il: 61 O F- W W Z n M 3 o- v CITY OF'-NEWPORT BEACH REQUEST FOR FUNDS TO: FINANCE DIRECTOR FROM: P. B. S R. Director SUBJECT. REQUEST FOR FUNDS r` C 11 ,17 DATE May 6. 1968 REQUEST FOR ADDITIONAL FUNDSO # 9 OGb FUNDS ARE NOT AVAILABLE IN THE CURRENT BUDGET. ADDITIONAL APPROPRIATION TO ACCOUNT IS REQUESTED. ADDITIONAL FUNDS ARE NEEDED FORS Contract for construction of Mariners Park Tennis Courts. REQUEST FOR TRANSFER OF FUNDSy TRANSFER FROM ACCOUNT FUNDS ARE AVAILABLE IN THE CURRENT BUDGET. TRANSFER OF FUNDS IS NEEDED FORS TO i APPROVED: (DEPARTMENT HEAD) CITY MANAGER INANCE DIRECTOR TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MARINERS PARK TENNIS COURTS (CONTRACT NO. 1147) RECOMMENDATIONS: April 8, 1968 r-/—j 1. Approve the Plans and Specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 9:30 A.M. on May 6, 1968. DISCUSSION: This project will provide for construction of two acid stained, reinforced concrete tennis courts; complete with fencing', benches, night lighting, fountain, and access walks. The estimated total project cost is $32,230. Construction Costs Courts and fences $20,000 Plumbing 700 Elecrical 5,000 Benches, nets, posts, etc. 1,400 Staining & coloring 1,500 Sub total construction Testing Contingencies (5% of construction cost) Engineering (Lump SNm) Total Project Cost $28,600 400 1,430 1,800 $32,230 The sum of $24,000 is budgeted for the project in Account No. 27- 7697 -010. It would be possible to defer until a later date the plumbing, electrical work, and acid staining and coloring. This would reduce the present project cost by $7,200. However, if it is the intention of the City to have these `deferable items constructed, it is felt the lowest overall cost would be obtained if they were to be included in one contract. It is therefore recommended that the entire project be advertised for bids at this time. If the bids are found to be acceptable, a budget amendment could be con- sidered at time of award. Funds are available in the Building Excise Tax Fund. The original financing for the project contemplated the use of $9,000 available in the special tennis court fund, and an advance of $15,000 from the Building Excise Tax Fund. If the additional funds estimated to be needed are advanced at the time of award, the total amount could be repaid to the Building Excise Tax Fund within approx- imately 5 years. APPROVED BY CITY COUNCIL DATE APR 8 1968 Page 2 April 8, 1968 Subject: Mariners Park Tennis Courts (Contract No. 1147) The Engineer for the project is Franklin 0. Myers of Costa Mesa. The esti- mated date of completion is September 13, 1968. Joseph Devlin Public rks Director KLP /ldg Lc---. 111-112 Franklin O. Myers CONSULTING ENGINEER TELEPHONE 642-3212 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Kenneth L. Perry Assistant City Engineer 583 WEST 19th STREET COSTA MESA, CALIFORNIA 92627 M ?-Cs- 42. PO4 April 1, 1968 Engineering services for Mariners Park Tennis Courts per Purchase Order No. 70?5: Engineering 70 hours 0 $15.00 .... $10050.00 Drafting, 86 hours 0 $10.00 ....... 800.00 $19850.00 Laos amount per statement of January 2, 1968: Engineering, 19 hours 0 $1500 .... $285.00 Drafting, 25 hours 0 $10.00 ....... 250.00 Amount due .................................... $1,315.00 C.. U,z //z y — �— % �'o�ye /hy /ewe s.�cc /.ter s�o� /a� G c ape clqy/e,7r- Cf/i� /' T� /Tee' .04 C°OvtG e- Ole .�4 erAl Ccn7e.�� G✓.e 1?,, /,C* — G•S 60C, /Zo Irv. --- 7, 7 0 f \ s �R Car Southern California Edison Company HUNTINBTON BEACH DISTRICT City of Newport Beach 3300 Newport Blvd. Newport Beach, California 1117 Re: East Side of Irvine Ave. South of Dover Dr., Newport Beach Enclosed is an executed copy of our Agreement and Bill of Sale for underground material installed at the subject location. All charges have been paid and installation has been completed. Thank you for your cooperation. Very truly yours, Z F. B. Harris " District Accounting & Service Manager Enclosure A 152 7 /67 « ` ¢ALIF. EDISON 1WREEMENT AND BILL OF S 1 FACILITIES NECESSARY TO CONNECT UNDERGROUND SERVICE F/ROM AN OVERHEEAD SOURCE THIS ENT is made this /4 , day of —4 5 19 � by and between eI Q , hereinafter called "customer;' and Southern California Edison Company, a en, hereinafter called :..- "Utility"; RECITAL: Customer has requested an underground service connection from an overhead source designated by11411ity as Pole No , and has furnished at his expense the necessary riser material, exclusive of cable, to reach a designated point on the upper part of said pole; AGREEMENT: Customer does hereby convey said material to Utility tility agrees hereafter to ovve�n, erect and maintain said material at its expense, 0i.13 C /f dy. , �t�er waft— 14-116 EIS Irvine Ave., S!A !lover Dr., Nevnort Bob SoMm Addroa SOUTHERN CALIFORNIA EDISON COMPANY .644 Stg ':jy � C. tgSER f - LOOK UP No 8 -0500. ACC061NTING DATA C.J.O. No _M OD 491 No. 8324 WORK ORDER NO. 6-k 2006 C.W.O. No DATE WORK COMPLETED MEMORANDUM OF MATERIAL FURNISHED BY THE CUSTOMER 7 B B z Y Z O¢ UFw LIZ ZU4 4W w �w ¢z w wim O6yJ UU6 NYN 000 Zzz B V Z F 2 Uw Uw ZI-O Qa1° rJ' mw �r fYp �3U D -« k 00 Ozz U ACCT. N.O. DESCRIPTION MATERIAL CODE CLASS ITEM ESTIMATED QUANTITY ACTUAL QUANTITY UNIT PRICE AMOUNT PRIME UB I ITEM visor Ccmdullt H 111I ZA 713 81 35L _365L M TOTAL AMOUNT OF CUSTOMER - FURNISHED MATERIAL COMPANY - FURNISHED MATERIALS TO BE CHARGED TO THE CUSTOMER ACCT. NO. D E S C R I P T I O N MATERIAL CODE QUANTITY UNIT PRICE AMOUNT PRIME SUB CLASS I ITEM visor Ccmdullt H 111I ZA 713 81 35L _365L M SUB -TOTAL LESS SALVAGE CREDITS TOTAL COST OF COMPANY - FURNISHED MATERIAL AND AMOUNT OF ".O. OR C.W.O. 1 296 _ 17Q PREPARED BY N. Came" A r t 4 _ 3 ` t✓ .. .`. X11 t: Y -. � xa. R C 1 4 < AA -.0 C T7 Sam ri4w A y # y Y 5 � n i I ' is ,a y s, it y.' N " s: TeVINT m 42383` - - - - n .. T m p A. COST E EST IMATIS Y �r .. . .. I.. . a3C ORANGE COUIROAD DEPARTMENT Materials Teg laboratory ADVANCE RFXOIWF COMPRESSIVE STRENGTH OF CONUW CYLINDERS PROJECT: i�. v B F /V SW )-O^R T .EAC LOCATION: _MARINERS TENNISrmje7 -uSE; SLAB DATE CAST: 12"-- 4 1? AGE WHEN TESTED: %.GAYS TEST NO 69- 939 STRENGTH PSI: 2 a o d 11HOM--834 -3488 AR0*,W Z 714 H. I r— _ Matc CO*IQ ROAD AR' Mat " ST6b�Uboratory Mat SnPOMPF COMPRESSIVE 'STAXNIGTH 0 CYLINDERS rE.Vlv/x C04/Rr '? E. USE: SLAB DATE CAST: AGE WHEN TESTED: 7 ADA VS ': TAT 1�0--Ae--'94E F*F5,TRXV*.TrR4 318' RttEA C 714 4e Engineer G - //� ORANGE COU ROAD DEPARTMENT Mate ' T ' g Laborato ADVANCE RFXOqWF COMPRESSIVE STRENGTH OF CO S PROJECT; MF.?11J8,eS PRM4- C /NEWPORT BEHCN LOCATION: 7t-A.A)IS QeZvWr ��E USE: SCA.S DATE CAST• %22108 AGE WHEN TESTED: TEST NO 68 921 STRENGTH PSI: 19.30 REMARKS: PHONE: 834 -3488 _ AREA CODE 714 F Ym -ua Materials Engineer 51 F 241 2� 1 30 �� mec l /ug 1vKS X28 /67 .(7) 1b 7.. }l. AUNT FOR ENGINEERING (Mariners Park Tenn dour 6: THIS AGREEMENT is made and entered into this (0 day of : DEC � gt'CL , 1967 bar 1�etween; CYi CITY ©F NE6f�'CRT BEACH.- a. municipal eprporAtionp hereinafgp referred to as "City ", and FRANKLIN 0.`. YSR$, a dons ulti g •engineer , hereinafter referred" to as " Engineer 61KWAS, City propose, to. construe t two lighted tennis courts in Mariners'Park #ad WHEREAS,, engineeringaex�tices ara "<- necessary in connecfiion with said project, consisting of 'design w{;►xk anl.,thg :preparation of plans and speci €ications therefor; and WHEREAS, Engineer hassubmitted a propo ®gl,to perform „ the necessary.engineering services for City; NOM, THEREFORE, the patties agree as follows . %: 1,. Engineer agrees to provide the following,aerivices"' to City:. a, (a) Deign two:first- class portiand cement conere e, tennis courts eowpleto with integral ±color, very good mercury } vapor lighting controlled.by.a time clock -12 foot high` "chain, t . ". link fencing, access walks, nets, and all appurtenances. 7 {b) Prepare detailed plans and specifications"f4r .the n improve.ments outlined above. suitably "for•.use by City in calling for competitive .bids. The plans. "shall be drawn in' 1 pencil on standard vellum sheets furnished_ by. City and the' speeificat.ions shall, be furnished in a ".typed rough",drafz :fdrm. The plans shall become the property of City. (c) Prepare e- detailed_cost estimate for on. 4 prgject, 3nciu4 ing ,gstimated "contract construction _Costsi; engineering, and all Other costs gxeept City labor necessay _ to make the .courts opgrational. The work described herein will be Perfgrmed in Engineer's v f w } ig M C 4 W 4 •LY yl I office.except for certain specialized stracturs],;and eleetrical:_. 2I work which will be;'done.by associates. 31 2. City shall furnish a.topographic survey and levels, 4 remove , existing -vegetation and sprinklers and later repiace.the 5 same as necessary, and perform construction staking and supervision..` 6 of construction. In addition, printing of the plans and specifica 7 tions shall be done by City. 8 3. The work to be done -by Engineer shall be started 9 within two ".weeks following receipt by him af,City's purchase order 10. therefor, and the plans.and a peeificatippQ will.be completed to 11 the satisfaction of the Public Works.Direetor",of City and delivered 12I to: him within approximately one,month thereafter. 13 4. In consideration of: the perf.6. monce p .ahe above .14 described..services, City agrees to pay Engineer, following his; 15 submission to City of an itemized statement:or"statements therefor, 16 an amount computed, on an hourly basis at the rate of $15,for 17 engineering services and.$10 for drafting..6ervices;`but in no 18 .,event shall said amount..be greater than $1;85Q 19 The services.tq,. -.be covered by maximum amount do:not ::-.,: 20 include. visiting-existing lighted courts for comparison;.s er, 21 vising construction, checking shop drawings, or preparing . "as - 22 built" plans. "However, if such additional services are .requested " 23 in writing by "Citq,.Engineer srial:f urn ish the same at, the hoaFly 24 rates above set forth.. 25 At any time prior ^t9 the completipn of the work' Enginee : 26 shall cease work" "upon request'Of City; in which. event his compFn 27 sation shall be.based.on the time expended up to the date when he 28 was requested to cease work. 29 .50 Engineer, his agents and employees, in the perf6r- 30 mane of this agreement, shall at all times be an independent ' 31 contractor and shall under no circumstances be considered:.as 32 officers or employees of City,. !. 2 r Fl tin- :i 1' z 3 4 5 .6 7' 9 10 11 12 13 14 16 16 17 18 19 20 21 22' 23 24 25 26 27 28 29 30 31 32 Franklin O. Myers CONSULTING ENGINEER 583 WEST 19th STREET TELEPHONE 642-3212 COSTA MESA, CALIFORNIA 92627 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention: Mr, Kenneth L. Perry, Assistant City Engineer January 2, 1968 Engineering services in Decemoer for Mariners Park Tennis Courts per F. 0, 7095: Engineering, 19 hr 0 415.0s) $285.00 Drafting, 25 hi- 0 $10.00 . . . . . . . . . . 25L).00 4535-00 v "-jt 4ry`f[� GRAN`" DEED 6�1 `[l 'G " 1 , FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, TIM IRVINE COMPANY, a corporation organized under the laws of the state of west Virginia, hereby .-rants to CITY OF NEWPORT BEACH, a municipal corpora- tion, the following described real property in the State of California, County of Orange: A parcel of land containing 9.019 acres and being a Portion of Block 53, as shown upon a map of Irvine's Subdivision recorded in Miscellaneous Maps, Book 1, Page 88, Records of Orange County, California, and more particularly described as follows, to -wit: Beginning at the intersection of a line lying south- westerly of, parallel to, and distant 17 feet from the southeasterly prolongation of the center line of 19th Street as shown upon a map of Newport Heights, recorded in Miscellaneous Nap Book 4, Page 83, Records of Orange County, said line also being the northwesterly prolonga- tion of the southwesterly line of the Orange County Flood Control Channel, as conveyed to the County of Orange by deed recorded April 7, 1954, in Book 2705, Page 539., . Official Records of said Orange County, and a line lying southeasterly of, parallel to, and distant 30 feet from the northwesterly line of said Block 53; thence south 500 11' 30" east along said northwesterly prolongation and along said southwesterly line of said flood control channel a distance of 277-feet to the beginning of a tangent curve, concave to the southwest and having a radius of 868 feet; thence southeasterly along said curve and said southwesterly line of the flood control r. channel a distance of 713.99 feet; thence south 30 03' 42" east, tangent to last mentioned curve, and along said southwesterly line of the flood control channel a distance '•` of 58 feet; thence south lo'° 55' 29" east along said southwesterly line of the flood control channel a distance ^_ of 10.46 feet; thence south 86° 56' 18" west a distance of 106.72 feet to the beginning of a tangent curve, concave to the southeast and having a radius of 710 feet; said ` line also being the southwesterly prolongation of the center line of Mariners Drive, 00 feet in width, as shown upon a map of Bract DIo. 3004, recorded in Miscellaneous Map Book 92, -aSes 1 and 2, Records of said Orange County; thence westerly along said curve a distance of 152.14 feet; thence north :L5° 20' 20" west, radial to last mentioned curve, a distance of 30 feet; thence north 50° 11' 05" west a disc :nce or 778.99 fe,t to a point of intersection with the a: 3_,-_s:.entioned para::.1el line 1`iing southeasterly of, parallel to, and distant 30 feet from the northwesterly line- of said Block 53; thence north 39° 48' 55" east along said parallel line a distance of 4 O feet.to the Point of Beginning. r. RESERVING unto the grantor, its successors and assigns, the following described strips of land for road and, utilities purposes, i. A strip of land 50 feet in width along the entire northwesterly side. 2. A strip of land 64 feet in width along the entire northeasterly and easterly sides. 3. A strip of land 30 feet in width along the; entire southerly side, all within the above described parcel. IN WITNESS WHE EOP, said corporation has caused its cor- porate name and seal to be affixed hereto and this instrument to be executed by its President and Secretary thereunto duly authorized. ATLAS SHT. 'NC. L_ 8 / ED BY Dated: `y , 1957. i.7 '.. ._ ,.. •'..RFCORD�D AT ,iREC.',1,1EST O Myford . ..... TITLE INSURANCE & 'MUV CO. TYE to me to JUL 10 ;9�? By ..N.. 1 4 �. `J F AT ..... u AI�FJ :n A R^ i-5 GE aRANGr C.GUN7Yi and Chas. M. Plum By to me to be the STATE OF CALIFORNIA ) SS. COUNTY OF ORANGE ) On June 24, , 1957, before me, the undersigned, a Notary Public in and for said County and State, personally appeared Myford Irvine , known to me to be the President, and Chas. M. Plum , known to me to be the Secretary of the corporation that executed the within instrument, and known to me to be the persons who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the within . instrument pursuant tots{ �--. t m 3 �'OR A �.AI T AB=, CONSIDrRATION, receipt of which is h hereby acknowledged, TI IRiiIRiE COMPANY, a. corporation — , arganized under the lai•;s e; tistate of West Virginia,, g ,, hereby grants to CIIZ OF h'r'idPORT B�:ACii , a municipal corpora- is ` Lion, the following described real property in the State of jen- Califo ^i:ia; County of Orange: lug A parcel of land costa Ang' "9.019 'acres and being a portion of Block 531 as shown upon' a.jnap...of.Irvinels Subdivision recorded in .�_scellaneous`:Maps, Book 1, Page 88, Records of Orange County] California, and ^ore particularly described as follows, to -wit: beginning at the intersection "of a line lying south- vaesterly of, parallel to;:and distant -17 feet from the southeasterly prolongation of the center line of 19th Street as shown upon a rap of Newport Freights, recorded in Miscellaneous. Map Book 4,:Page 83,'- Records of Orange Ccunl said line also being the northwesterly prolonga- tion of the southwesterly line;of. the Orange County Flood'. Control Channel, as conveyed to the County of Orange by deed recorded April. 7, 1954, in .Book 2705, Page 539, . Official Records of said Orange ,County.. and a line lying ._ r <. southeasterly of,.parallel to, and distant 30 feet from the northwesterly lire of said Block 53; thence south 500 i11 30" east along said northwesterly prolongation and along said southwesterly line of said flood control j nel chana distance of 277_£eet:to the beginning of a tangent curve, concave to the southwest and having a radius of 868 feet; thence southeasterly along said !± curve and said southwesterly line of the flood control channel a distance of 713,99 feet; thence south 30 031 42" east, tangent to last mentioned curve, and along said southwesterly line of the flood control channel a distance of 58 feet; thence south 16° 551 29" east along said southwesterly line of the flood contra] channel a distance of 10,46 feet; thence south 860 561 18" west a distance of 106,72 feet to tre beginning of. a tangent curve, concave to the southeast and having a radius of 710 feet; said line also being the southwesterly prolongation of the center line of Mariners Drive, 60 feet in Width, as shown upon a map of Tract No. 3004, recorded in Miscellaneous Map Book 92, Pages 1 and 2, Records of said Orange County; U hence westerly along said curve a distance of 152,14 feet; thence north 150 201 20" west, radial to last mentioned carve, a distance of 30 feet; thence north 500 '_1 05" west q s b o 5 . t - .t s t i , c, d.�.,�,.�..e;. of 7=3.99 feet to a �,Q:L + O,' . :";1:erS�C�.,.a1 with t^ af'•,;: s::c °•tion2d parallel li. :i i.:.o south ast Y1y of, paral?cl 'Lto, and distant 30 feet from the northwesterly w.e of said Block 53; thence north 3j° 48, 55" east along said parallel line a distance of 495,70 feet to the Point of Beginning. 40 Franklin O. Myers TELEPHONE 642 -3212 Mr, Benjamin B. Nolan, City Engineer City Hall 3300 Newport Boulevard Newport Beach, California Attention: Mr. Kenneth L. Perry CONSULTING ENGINEER 583 WEST 19th STREET COSTA MESA, CALIFORNIA 92627 October 17, 1967 RECEIVED OCT - 1951 PUE! DEPT, Subject: Proposed Mariners Park Tennis Courts Dear Sir: Thank you very much for inviting me to submit a proposal for designing the two tennis courts proposed for Mariners Park, I have inspected the site and am confident that two excellent courts can be built at this location. The design work will be performed in accordance with your letter of September 27 with two exceptions. First, the plans will be drawn in pencil on standard vellum sheets fur- nished by the City. Second, a typed rough draft of the speci- fications will be furnished. The design work will be done on an hourly basis with an absolute maximum. The charge for engineering will be $15.00 per hour, and the charge for drafting will be $10.00 per hour. Most of the work will be performed in my office, but certain specialized structural and electrical work will be done by associates. The estimated cost of the work is $1,480 and the actual charge for the design work will not exceed $1,650. The breakdown of the cost is as follows: Engineering 56 hours ® $15.00 . . $ 840.00 Drafting, 64 hours ® $10,00 , , , 640.00 Estimated design cost , , . , . $1$480.00 Contingencies, 25% , , , , , , , 370.00 Maximum design cost , , , . , . , , . . $1,8$0,00 The above estimate does not include visiting existing lighted courts for comparison, supervising construction, checking shop drawings, or preparing "As-built" plane. How- ever, if the City requires these services, I will be glad to furnish them at the same hourly rates, i Page 2, Mr, Benjamin B. Nolan 00 October 17, 1967 The work will be started within two weeks after your pur- chase order is received, and the plans and specifications will be completed in approximately one month after they are started. The total cost of will exceed the amount plete facility will be will be limited to the certain appurtenances cal year, two, first - class, lighted tennis courts budgeted for the project, but the com- designed. The construction contract funds that are available by deleting thYch can be installed in the next fis- I'll be looking forward to discussing your tennis courts with you in the near future. In the meantime, If you have any questions about this proposal, please telephone me. FOM :dwm QroF• Sec hod 1,850 C,durfSi�r�o SAY"Z+ 116" " , Very truly yours, FranO© yer S(45 z e I's,000 L I NA I T ZLzDCo's QY 2>9EC1 F,< 164 c W, Duo QU *L, r �c ano,vS i Page 2, Mr, Benjamin B. Nolan 00 October 17, 1967 The work will be started within two weeks after your pur- chase order is received, and the plans and specifications will be completed in approximately one month after they are started. The total cost of will exceed the amount plete facility will be will be limited to the certain appurtenances cal year, two, first - class, lighted tennis courts budgeted for the project, but the com- designed. The construction contract funds that are available by deleting thYch can be installed in the next fis- I'll be looking forward to discussing your tennis courts with you in the near future. In the meantime, If you have any questions about this proposal, please telephone me. FOM :dwm QroF• Sec hod 1,850 C,durfSi�r�o SAY"Z+ 116" " , Very truly yours, FranO© yer S(45 z e I's,000 L I NA I T ZLzDCo's QY 2>9EC1 F,< 164 c W, Duo QU *L, r �c ano,vS i Franklin O. Myers CONSULTING ENGINEER 583 WEST 19th STREET TELEPHONE 642 -3212 COSTA MESA, CALIFORNIA 92627 City of Newport Beach, California Mariners Park Tennis Courts PRELIMINARY ESTIMATE OF COST October 30, 1967 Item Estimated Cost Partial Complete Earthwork, concrete walls, concrete $ 20800 $ 4,300 footings, concrete walks, and miscellaneous work Court slabs 103000 109000 Fencing 3,000 3,000 Acid staining 1.700 1,700 $17,500 $19,000 Lighting 5,000 8,500 Totals $22,500 $27,500 Ik et, ,--( t TizK z, k Q�� 0 CL l< Ot d, VD -1 A. F V) a JJ AL CL 13 of ai o 4 -q f Z, V) a JJ 21 Qo tD tot . I 21 ta Oa tn 1. 1Q, 1. %. J Q , OD �. i n a ;s I � Y v Z ' � _ U v' W �v 6 d o � n a- 4. v i,3 O \)J ZQ4 0 w N s i f r J Q , OD �. i n a ;s I � v Z ' � u '� 0 J Q , OD �. I I' ;s �a\ON � Q W Lo 6 d Q ..1 \3 v Q a m Q 3 to � � E '� 0 J Q , OD �. I I' ;s �a\ON '� 0 J Q , OD �. ;s �a\ON � Q W Lo 6 d '� 0 Q , OD �. � rt cj v' 0 eo `2.' ;'i