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Home My WebLink AboutC-1033 - El Paseo Drive, Irvine Terrace Park storm drain1 ' i IRVINE TERRACE STORM DRAIN STUDY Fox THE IRVINE COMPANY Tustin, California July 1964 KOEBIG c% IKOESIG INC. SNOINIOE RING ARCHITICCTVRID i �1 ' R. D. SPENCER KOEBIG & KOEBIG, INC. L. H. NEWPORT CHAIRMAN OF THE EOARD VICE PRESIDENT ENGINEER ING•ARCH ITECTURE E. M. GRAHAM, JR. M.J.SMELTON PRE.I DENT 410 WEST COAST HIGHWAY VICE PRESIDENT NEWPORT BEACH, CALIFORNIA R. J.THEROU.[ MARSHALL JONES E YECUTIVE VICE PRESIDENT PHONE 548.6810 vlcE PRE.IDENT ' R. V. MATTESON, A.I.A. D. M. HALL DIRECTOR OI ARCHITECTURE July 6, 1964 DIRECTOR OF ENOIN ERRING Re: Irvine Terrace Storm Drain Study Mr. W. R. Mason ' Administrative Engineer The Irvine Company 12042 Myford Road Tustin, California Dear Mr. Mason: We submit our report on the Irvine Terrace Storm Drain Study, The existing concrete arch drain apparently failed due to lack of reinforcing ' steel and the depth of fill. It would be uneconomical to rehabilitate the fractured portion ' of the existing arch drain, Both the arch drain and the concrete box drain under the Pacific Coast Highway are also hydraulically inadequate for the estimated 10 -year storm runoff. ' Four alternative drainage facilities and cost estimates have been developed. We are available for further discussions or meetings at your ' request. Very truly yours, ' KOEBIG && KOEBIG, INC. ' By �r �j ate-✓' K. G. Tranbaror Project Manager LOS ANGELES SAN DIEGO FRESNO NEWPORT BEACH VENTURA WASHINGTON. D. C. iu iu IRVINE TERRACE STORM DRAIN STUDY General This drainage study encompasses the area tributary to the existing drain across Pacific Coast Highway westerly of MacArthur Boulevard in the City of Newport Beach. Previous hydrologic studies were evaluated and modified as necessary to be compatible with proposed land improvements. An analysis of the existing storm drain, alternative drainage facilities and construction cost estimates are included herein. Existing Drainage Facilities ' The area upstream of Pacific Coast Highway is currently drained by natural drainage courses. A combination concrete box and arch drain extends I' from the highway southerly to Newport Bay. The box section was initially constructed by the State Division of Highways and later the arch section was ' added to facilitate the park improvement and other land development. Both sections are inadequate to convey the anticipated 10 year runoff. A field investigation was made during May 1963 of this storm drain facility. In addition to not being hydraulically adequate, the arch section under the park area between the Highway & El Paseo Drive is structurally ' deteriorated. Typically the deterioration consists of the upheaval and complete fracture of the invert slab. In addition a continuous crack is _I_ 1 along the soffit of the arch. The other portions of the arch section appeared to be in satisfactory condition. It is assumed that the arch section under the park was built in an existing ravine and then covered with earth to a depth in excess of 45 feet. ' could have developed at any time during the life of the conduit as a result -2- 1 If the fill material were improperly placed an upward pressure on the base ' slab of 7000 pounds per square foot could be obtained. Some such loading 1 obviously caused the bottom slab to fail as was observed. There is no evidence of any reinforcements showing in the fractured face of the invert slab. The ' thickness of the upheaved broken slab is generally 4 to 5 inches thick. There 1 appeared to be a layer of one or two inches of sand and water and then another layer of broken concrete of undetermined thickness. It would appear that the ' invert slab might have been constructed in two layers. The invert slab was the weakest structural element so it failed first causing upheaval of the slab. It is possible that enough settlement of the ' drain then took place which had the effect of shifting a substantial portion of ' the earth load over the drain to the adjacent earth on each side of the drain ' by shear or arching effect. It is believed that the failure of the invert slab took place within an early period of one or two years after construction. This maximum load ' could have developed at any time during the life of the conduit as a result -2- 1 1 of heavy rainfall, an earth tremor or some other action which would tend to eliminate or greatly reduce cohesion in the soil over the structure. rThe cracked structure may continue to function as a storm drain for ' an indefinite time without collapsing, however, there is no assurance that during a prolonged wet period or an earth tremor this fractured structure will continue to stand up. In either case the soil structure may become so weakened that excessive loads will again build up and cause collapse of the conduit. Also, the soil at the bottom of this structure may be dangerously softened, or even washed away by water forced through the cracks of the structure. The arch portion of the drain under the park area could not be economically rehabilitated to provide adequate hydraulic capacity and should be abandoned in place with solid bulkheads at each end. Filling the abandoned structure is not required unless permanent structures are contemplated to be built over it. ALTERNATIVE DRAINAGE FACILITIES Various alternative methods were developed which would provide adequate drainage for the study area. Those which traversed the present golf course area were uneconomical due to land value. Two basic alignments are possible, each having two alternatives. The alternatives provide for the -3- 1 1 1 1 1 1 existing drain from the Pacific Coast Highway to E1 Paseo Dr. to be abandoned in place. For purposes of the study, it was assumed that the costs for the required drainage facilities upstream of Pacific Coast Highway would be incorporated as part of the proposed land improvement. Cost of any easement or right of way, if necessary, is not included. The first alignment which consists of alternatives la & lb is essentially along the same course of the existing drain. Alternative la. The proposed land improvement northerly of Pacific Coast Highway contemplates filling most of the existing natural drainage course. Alternative la requires that the remaining portion of the gulley to be filled so that a conduit could be jacked under the existing highway and installed through the park area at a minimum depth in open cut. An additional drain, intercon- nected with the existing drain, would be constructed in El Paseo Dr. from Sea Drift Dr. to Newport Bay. The estimated cost of construction for this alter- native is: R. C. Pipe Jacking Fill Material $65, 000 10,000 20, 000 $95, 000 ,; Alternative lb. The State Division of Highways plan to construct a new highway along the existing Pacific Coast Highway route. Although no preliminary plans and profiles have yet been developed nor any right of way acquired, the State is currently leaning toward a depressed roadway section which would be 20 to 25 feet below the existing road grade. Since a depressed road section required the invert of the storm drain to be in excess of 30 feet, approximately 900 feet of tunnel is proposed. An addi- tional drain southerly along El Paseo Dr. would also be provided as in Alternative la. The estimated cost of construction for Alternative lb is: R. C. Pipe $30, 000 66 -Inch Tunnel 175, 000 Fill Material 5,000 $210"000 The second basic alignment consisting of Alternative 2a & 2b is generally parallel to and northerly of the existing highway and terminates into Upper Newport Bay. Although the alignment also eliminates a portion of the existing arch drain under the existing highway and park it also elimi- nates any new drainage facilities southerly of the highway. This then re- quires all runoff tributary to Pacific Coast Highway to be conveyed to Upper -5- r 1 Newport Bay. Both alternatives requires the existing gulley to be filled as in Alternative la. Alternative 2a is generally a concrete lined trapezoidal channel from the existing drain to Jamboree Road and then a closed conduit section to Upper Newport Bay. The estimated cost of construction for Alternative Za is: R. C. Pipe $60,000 Conc. Channel 50,000 Fill Material 20,000 $130,000 Alternative Zb is similar to Za except the entire length is closed conduit. The estimated cost of construction for Alternative Zb is: R. C. Pipe $265,000 Fill Material 20,000 M $285,000 The estimated project cost for the various alternatives which includes a construction contingency, and other miscellaneous costs such as design & administration is as follows: Alternative Est. Constr. Contingent Est. Project Cost Costs, 2010 Cost la $95,000 $18,000 $113,000 lb 210,000 42,000 252, 000 2a 130,000 26,000 156,000 2b 285,000 57,000 342,000 0 0 0'0 o O o 0 0 0 0 -7- J n v i /I w I ' o 0 tj i I �� Z:: Z ""' / t nNlJ CA19 & �W / z F' ""I •.1� P rvi 1 I Nil I \ '� -- 150 �•' r/ �� f Qvob 33aot"yr s I I a IV � u �d en Q .i/ CO F .w Q e pip tn to i tn ci o 0 AD C CG. O ern w a. IRVINE TERRACE t STORM DRAIN STUDY` ALTERNATIVES IA 4 It - PROFILES No Ri z.: I" –400' ' SCALE VERT : 1" — 40' ' Gr. . Fin. in Extsf•: Kigf,way � C -� 100 _ .. _.._ . -- - -..... _. — - - - -_ _. - _ _.. __. _ _.. ...... - - -loo; Proposed S.I ' AL.T_E_RNPTiVE 1A `.. Exist', Gr. _ 1� Malabar Dr. 4 5eadrifF or. -_1 / I EX 5 D. - ._,___Aa d�o�a fill , 5 f I Exi*,,Gr / -I-.. --- ....__... -I "(o he Gonsrrvcred Qfhers_ -� --- � � To be abandoned L4�,L p 51 "0° I Exisf. S.R in EI ?aseo kl- To remain I �roQ. Fin. 6r.- r 4 � --- �� EX•Gr. Proposed 1 ALTERNATIVE le N Ft l l Malabar ter Exisr.Gr. // _� = :_T ° 57' —_— . __ 54M - -- '.......... To be constr- red by GrherS ' Exi sr. S,D in EI Paseo 1) ' Ex. S. P, b be abard. To remain — 1 1 1 I i 1 i i 1 J n Q �1 a )7 , i v i WI ,o a ✓) Q/�1L � l� r \ � • -0 CL Z l w G% I v � N o "�- 195 —•-�/ )ti�� /� � I�1 -� Iso �f rI 3J di D uj 0 �V L J V^ � X J W o- 4 r� )r cii Q N w F Z U-1 J Q� o� .a 1 N -- a NN i • I QVO?J 33?IOBWtif �' f �• �. i oe n ,°n N o W o �j W � (7 •L U � C e J a� ° -» O O o W ii to W c - I, IRVINE TERRACE ' STORM DRAIN STUDY ' ALTERNATIVES 2A � 2g - PROFILES H ORIZ.: I"=600 1 SCALE :_VERT S io =L}O' 1 Qroposed 5.D. .loo ALTERNATIVE 26 I 150 —� 0 844 Open C hanne I Concre e Eind Proposed S.O LTERN/'\ IVE 2e loo T — 1 I J o. - --- --- " 48° :- /— Ex. Gr. AAdihonal Fill Ex. Gf-. Addkl- onal Fill C° l - - -- 0 50 N CITY OF NEWPORT BEACH ��•'7`�4Ti1�M To: City Clerk From: City Attorney October 5, 1967 Subject: Notice to Withhold from State of California Department of Employment, re claim v. Underground Conductors Corp. We have completed and returned to the Department of Employment the Return of Information on Notice to Withhold which you referred to the Finance Director by your memorandum of October 3, 1967. Enclosed for your information is a copy of the Return. TLW:mec Att. cc - City Manager Public Works Director Finance Director Tully H. Seymour City A orney ` By � Dy4-o� Thomas L, Woodruff" Assistant City Attorney i_ r ' , STATE OF CALIFORNIA Accou NT No. 1794736 Q DPARTMENT OF EMPLOYMENT DATE October 2p 1967 RETURN OF INFORMATION ON NOTICE TO WITHHOLD IMPORTANT This form must he completed and returned within five days Pcrson or Firm Notified City of Newport Besoh 33CO Newport Blvd. Newport Peach, California IN THE MATTER of THE CLAIM of THE DEPARTMENT OF EMPLOYMENT VS. Undergr=d Cerduetors, Corp. AMOUNT OF DELINQUENCY $ 1,181.86 Do you owe any debts to the above named tax debtor or have in your possession or under your control credits or other personal property belonging to the delinquent tax debtor? If so, give all details, such as amount, when due, or if personal property other than money, a cOiC2kt�Z *P,'i% &d f' i*chalf'f6Y41A&PNM�i tt�1PUid�i "'T'1�'%�lidiarr �6t.jbjfiu 2sissi9l*p'fQi,, affects and debts due or eking IW*rprcund Conductors Corpwration, a Corporation. The City of Newport Beach has no funds, monies or other personal property in its possession or under its controi belonging to Underground Conductors Corp. On April 13 1967, the sum of $15,970.90, which constituted all funds owAng by the City of Waetport Beach to Underground Conductors Corp., was sited with the Clerk of the Superior Court of the State of California for the County of Los Angeles. This deposit was scads pursuant to CC! 1386 at the time of filing a crose• complaint in interpleader, No. 905048, entitled City of Newport Beach v. American Pips 6 Construction Co., at al. This form must be completed and returned within five days to AUDITOR IN CHARGE D :PARTMEENT OF EAPLOYVENT 16:9 WEST SEVENTEENTH STREHT SANTA ANA, CALIFORNIA 92706 The undersigned hereby certifies that the information submitted herein is a full and correct disclosure of any debts owing or credits or other personal property belonging to the above named delinquent tax debtor at the time of the receipt of the accompanying notice to withhold. The undersigned also understands that no payment, transfer or the disposition of debts owing to or credits or other personal property belonging to the above named delinquent tax debtor to the extent of the indebtedness above indicated is to be made until the consent of the Department of Employment is obtained or until after the expiration of forty -five days from the receipt of this notice. Newport Beisch Dated at ----------------- ..------ .-------- ------- -------- .......,California, 5th October 7. this------------ ------- day of ---------------- ....... ------------------ ...... . 196.... DE 1355 FEV. 6 "111.1 CITY Op NZWORT BEACH ------------ ------- --------- -- ------..----- — --. ....... .. _......_ ... ..... N6mz OF PERSON OR Fixu NOTIFIED !hose " Woodruff /s/ By ----- THMS --- L_,W-- WCOStISSr - - -.. -. - - - -... ... Assistant City Attorney Tide...... ..... ------- - - - - -- - -- - - - - -- - - -- ----- ------ - - - - -- Cft SkO, V FISMOM Divetteir CUT Clerk 0 Octefor 30 Sties of caworma glaim against Uo&evgkwnd Gow"Clors Corporatioulk Z"10"d is copy of a "Outgo to a►how from *0 am* Departmaout of topl*yMou whieb rsvdr*s tint Cal wkbin fivo day* from ON rocow of said uotie* to o"" *% DinKtor of Zmploymeft of &M Smarat of dobts *vim or tins tharainer Ow Probable Valso of Croft* or odor poroomw proporty la our poss000tom or undor our coeval bslomoq to UWorgromW C404metors corporaftes, PISS&O go" me a copy of your lope" to the stato 4*#*rsw*ft to Complete *as U1016 L&Urs. LAO" L4-14S CUT Astommy City Mw"Sor PWDUC Works Dire~ m t r _ STATE OF CALIFORNIA AccouNT No. 179-6736 G DEPARTMENT OF EMPLOYME T DATE October 2, 1967 NOTICE TO WITHHOLD IN l'HE MATTER OF THE CLAIM OF THE DIRECTOR OF EMPLOYMENT Person or Firm Notified City of Newport Beach 3300 Newport Blvd. Newport Beach, California VS. Underground Conductors: Corp. YOU ARE HEREBY NOTIFIED, That in accordance with the provisions of the Unem- ployment Insurance Code, the above named tax debtor is indebted to the Department of Employment in the amount of: $ 1,181.86 We have been informed that you may be the debtor of the above named delinquent tax debtor or have in your possession or under your control credits or other personal property belonging to the tax debtor as follows: All funds, monies, including funds due under Irvine Terrace Storm Drain Project, effects and debts due or owing Underground Conductors Corporation, a Corporation. Pursuant to the provisions of Section 1755 of the Unemployment Insurance Code, you may not transfer nor make other disposi- tion of any credits or personal property in your possession or under your control to the extent of the indebtedness above indicated belonging to the above named delinquent tax debtor nor make payment of any debts owing to the above named delinquent tax debtor until the Director of Employment consents to such transfer or disposition or until forty -five days from and after the receipt of this notice. You are also required within five days from the receipt of this notice to advise the Director of Employment of the amount of debts owing or the character and probable value of credits or other personal property in your possession or under your control belong- ing to the above named delinquent tax debtor. Section 1757 reads: "If any person notified pursuant to Section 1755, transfers or disposes of credits or personal property in viola- tion of th.:t section he shall be personally liable to the department, to the extent of the value of the property or the amount of the debts thus transferred or paid, if solely by reason of such transfer or disposition, the department is unable to recover the contributions, penalties, or interest owing by the person with respect to which the notice was given." For your convenience in submitting the necessary information, there is enclosed Form DE 135 S which must be properly completed and returned, within five days, to AUDITOR IN CHARGE DEPART„IEINT OF 21PLOYSIENT P. 0. BOX 3126 SANTA ANA, CALIFORNIA 92706 DIREGTO of EMPLOYM By OF THE STATE OF CALIFORNIA // �' liL , _ C ............... . ARTHUR P. SPITT , Title--- ----------- Auditor..in.. Charge. -------------------------------------- `7 A N �k - az, DE 1334 REV. 11 1n.e01 c RETURN OF NOTICE '�DEPARTMENT INFORMATION ON TO Wl'1 HHOLD: IMPORTANT This form must be completed and retn. within five days Pcrson nr Firm Notified city at fNowt Bomb 33W iMlpwk Blvd. MqM Doi& a i7aMwi :i t"S.RN IA OF EMPLO T T11C: MATTrR o DiiPARI MENT 17lai7>i � con*Ietro . Onipe =- - AMOUNT OF DE(NCY _ -%$M Do you owe my debts to the above named tax debtor or have in your ponesdon or under your control credits or other personal property belonginc to the delinquent tax debtor? If M, give all details, such as amount, when due, or if personal property other than money, a e0Afttf4N0Kp Qjkfi"jhIp� n is rat C�l��1 �llglatgl glad Mbts &W or 'Nt!l�ljwl iiiia 0=6N Nl awle waft, T his toms mutt be esmpleoad and returned within five days to The undersigned hereby certifies that the information submitted herein is a full and correct disclosure of any debts owing or credits o: other personal property belonging to the above named delinquent tai debtor at the time of the receipt of the aeemtpanying notice to withhold. The undersigned also understands that no payment, transfer or the disposition of debts owing to or credits or other personal property belonging to the above named delinquent to debtor to the extent of the indebtedness above indicated is to be made until the consent of the Department of Employment is obtained or stool after the apirstion of forty -five days from the receipt of this notice. -- ----------- --- - -- - ... ......... .. .. _ Nara tee Pastor w Fns Noinno BY------- Tilt .. .. ..... Andersca:, McPharlin S Conners Suite 230 Rowan Building 458 South Spring Street Los Angeles, California 90013 Attention: Mr. Douglas K. Newell. IV Subject: National Automobile A Casualty Insurenos Company Bonds No. 22 815 Contractor Underground Conductors Corporation Project El Paseo Drive - Irvine TerTwo Paris Storm Dwain Contract No. 1033 Your rile No. : 346 -54 -M Gentlemen: The City Council on May 81 1967 accepted the work of subject project and authorized the City Clerk to file a Notice of Completion and to release the bands as iftructed by the City Attorney. Notice of Qangletion was filed with the Omnge County Recorder on May 124 1967, in Book No. 8251, Page 213. Bonds may be released as instructed by the City Attorney. Very truly yours, Laura UgiAs City Clerk City of Newport Beach ih oc: Public Works Department City Attorney NOTICE TO L#a Lagios, City Clerk City of Newport Beach (Public Body or Lender) TO WITHHOLD v ; AND VERIFIED STATEMENT OF CLAIM-01F Associat.eA_Qaacrete Prnrluotr Y_ inn dha ti - - 7ity IIi3aftm. _ .- -- AGAINST Prime Contractor . Underground Conductors, Inc, Sulxomtrictor (if any) Owner or Public Body: City of Newport Beach Improvement known as El Paseo Drive - Irving Terrace Contract No. 1033 ir..i`r— Eras t . P - in the City of ..._ ...Newport Beach, County Orange State of California. Associated Concrete Produc +,s inc. dba eLfa_- , "claimant, "g Ca nia, Corporation - (Corpnration /Partnerrhp /Sole Proprietorship) furnished evrtain labor and /or materials used in that certain work of improvement situated in the Cin'of_____Newport Beach , County of Orange State of California, known as: (name and address of project or improvement) E1,_Paseo Drive - Irvine Terrace Park Stnrm Drnins reini-mef No. 1033 That the said claimant sold and delivered to: Underground, Conductors, inc._ (Suhco ntractor /Contrac(or /Oumer-Builder) erecting nr evmstntcting said work of improvement or a portion thereof; the aforesaid labor and /or materials being, to writ: (Ilescfifb� materwl a nd labor in detain e aver precast concrete products Total value of material /labor agreed to be furnished.. ........... $ Total value of material /labor actually furnished is.... ................. ....................... ___ ............ $ 683-45 — Credit for materials returned, if an ...... $ 00 .Amount paid on am)unt, if any -.- ..... 456. .34 .Amount due after all just credits and offsets............................. ........ .... ...._.........._ .... ........ ... $_.? AND YOU ARE HEREBY NOTIFIED to withhold sufficient onles held by you on the above described project to satisfy claimant's demand in the amount of $-_22 111 _, as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigation, as provided by law. A bond NQt _attached. (No bond required on publk jobs) (is /is trot) Date._-__- MV D2, 1967 Name of Claimant: Assoctiated Conc ete dba Quikset Utility Vaults Vice President _..__ ._..._ (Official Capacity) Vei &,.,non for Rnrmership or Verification for Corporation tiofr. Ownership STATE OF CALIFORNIA )) STATE; OF CALIFORNIA ) COUNTY OF —)SS. COt'K'll' OF ))SS. )) . ... ..... ........._.... _..—__ --, .� (Claimant or Repnientattve) .� /Claimant or Representative) being &vt daly swam deposes and says t _he heinz fir lnh' �•..� rn deposes and says thhat __he is -- Vice President ... .. .. .._... ..._..- - --- -- rodicial Capadht) (0% ner, Partner or Agent) of Associated Concrete Produets�.,inc, dba of _...... _ . .. .. ... __ _._. (trod Corporate Na~) (Firm Name) Quikset Utility Vaults _ the corporation that executed the fore oing claim; that 1anu -d a claimant m the foregring claim; that _.he --be makes this verification on behalf of said corpora - ha: read said claim and knows the contents thereof, and tion; that _he has re 'd claim and knows the con- that the farts thrrem stated are true. x th f rein stated aro true. �1 (Signature of Affiant) Subscr.hcd aou s. om to before an this day of _...... _.._ —_ , _ .,- -'Jai Notary Stamp NEwo,ry !Ay rinnrnireiw ).spires .. - A097\1_ . fhign,a) nl above: nidie>terrte Mot N nMli a Y' qNM A 1 /r,x FM (Sigrwlure of Affiant) 22nd Subscribed and sworn to before we this day of May - ,-,_, I= PATRIWA E. fi0O . Notary ra fiOTf +f2YPUBLtG•.r.ItTitfQlpatpy. Stamp IE PROW"uBPrfa!Lr 4t O)a4#f6E.i�' My (,ommixstna Exp is f fly- C'Onih7lsSlon"l liras- fib': 13, 1970 THE IRVINE COMPANY IRVINE, CALIFORNIA 0 MAY 16) 1967 SUBJECT: FINAL ACCOUNTING ON THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN - CONTRACT NO. 10331 FINANCE AGREE - MENTS CONTRACT NO. 1036 ATTENTION: MR. GORDON JONES GENTLEMEN: THE CITY COUNCIL ON MAY 8, 1967 ACCEPTED THE CONSTRUCTION OF THE EL PASCO DRIVE - IRVINE TERRACE PARK STORM DRAIN AND THE FINAL COST DISTRIBUTION IN ACCORDANCE WITH THE SUBJECT AGREE- MENTS AS SHOWN ON THE ATTACHED MEMO. ALSO ATTACHED ARE COPIES OF THE FINAL COST ACCOUNTINGS THE PINAL PAYMENT TO THE CON - TRACTORS CHANGE ORDERSS AND INVOICES FOR YOUR RECORDS. THE FINANCE DEPARTMENT WILL BE SENDING YOU A REQUEST FOR PAY- MENT IN THE AMOUNT DUE AS SHOWN *41092.74- YOUR COOPERATION AND ASSISTANCE IN THIS PROJECT HAVE BEEN SIN- CERELY APPRECIATED. IT IS HOPEFUL THAT IN THE FUTURE WE MAY CONTINUE TO UTILIZE THESE TYPES OF JOINT PROJECTS TO OUR MUTUAL BENEFIT. VERY TRULY YQURSp BENJAMIN B. NOLAN ASSISTANT PUBLIC WORKS DIRECTOR MJA:JR ENCLS. CC: CITY CLERK/ FINANCE DEPARTMENT 4D MAY 81 1967 I T0: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF IRVINE TERRACE PARK - EL PASEO DRIVE STORM DRAIN CONTRACT NO. 1033 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 AS INSTRUCTED BY THE CITY ATTORNEY. DISCUSSION- a THE CONTRACT FOR THE CONSTRUCTION OF THE IRVINE TERRACE PARK -EL PASEO DRIVE STORM DRAIN HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. r THE BID PRICE WAS: $ID4,268.15 AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: 105,659.18 AMOUNT OF CHANGE ORDERS: 5,866.00 TOTAL CONTRACT COST: $IH1 525.18 NET AMOUNT DUE CONTRACTOR (SEE DISCUSSION 110,525.18 THE FOLLOWING IS THE FINAL DISTRIBUTION OF COSTS M ACCORDANCE WITH THE FINANCING AGREEMENT WITH THE IRVINE COMPANY, CONTRACT ND. 1036: CITY IRVINE TOTAL UPPER PORTION "A" $299517.02 $39,001,45 $ 68,518.47 CONNECTOR PIPE & INLET 1,728.40 - 1,728.40 1 LOWER PORTION ==B== 41,278.31 41,2L.31 TOTAL CONSTRUCTION COST $319245.42 $80,279676 $111.,525.18 DATE I fK ,mss ti TO: THE CITY COUNCIL SUBJECT: CONTRACT ND. 1033 PAGE 2 AMOUNT DEPOSITED BY IRVINE CO. 37,199 <53 DAMAGES PAID BY IRVINE COMPANY 1,000.00 ENGINEERING PAID BY IRVINE CO. 15,228.39 TOTAL DUE FROM IRVINE COMPANY 4 4 ► I 0gL.j4' -mil THE AMOUNT REMAINING APPROPRIATED IN ACCOUNT NO. 02 -4197 -130 Is $105,668.15. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCILS CONSIDERATION IN AN AMOUNT OF $6,000.03. OF THIS AMOUNT,$3,893.21 IS OFFSET BY AN INCREASE IN THE IRVINE COMPANY'S SHARE BEYOND THAT ORIGINALLY CONTEMPLATED. A TOTAL DF $126,300 WAS ORIGINALLY APPROPRIATED FOR THIS PROJECT IN FISCAL YEAR 1965 -66. SINCE ALL UN- ENCUMBERED FUNDS WERE REQUIRED TO BE RETURNED TO SURPLUS AT THE END OF THE FISCAL YEAR, THE BUDGET AMENDMENT 1S NEEDED TO MAKE THE FINAL ACCOUNTING BALANCE. THE NET COST TO THE CITY FOR THE PROJECT HAS NOT BEEN INCREASED BEYOND THAT PROVIDED FOR IN THE ORIGINAL APPROPRIATION, WHICH INCLUDED AN ALLOWANCE FOR CONTINGENCIES. THE PLANS WERE PREPARED BY QUINTON ENGINEERS,, LTD., OF LOS ANGELES, WHO WERE HIRED BY THE IRVINE COMPANY. THE ENGINEERING COSTS INCLUDED THE PREPARATION OF PRELIMINARY STUDIES, THE PLANS AND SPECIFICATIONS, SURVEYING, AND SOIL TEST BORINGS. THE COST OF DAMAGES TO,PRIVATE PROPERTY IN AN AMOUNT OF $1,000.00 WAS DEDUCTED FROM THE CONTRACTOR'S EARNINGS IN ORDER TO PAY FOR THE FAILURE TO COMPLETE THE CLEANUP AND LANDSCAPING WORK ON THE PRIVATE PROPERTY ADJACENT TO THE IRVINE TERRACE PARK. THE DIFFERENCE BETWEEN THE ORIGINAL 810 AND THE TOTAL OF THE UNIT PRICE ITEMS CONSTRUCTED WAS DUE TO MANY SMALL VARIATIONS BETWEEN THE ENGINEER'S ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES OF ITEMS REQUIRED. THE EXTRA WORK WAS DUE TO TWO CHANGE ORDERS PREVIOUSLY APPROVED BY THE CITY COUNCIL. ONE, FOR ADDITIONAL JACKED IN PLACE PIPE IN LIEU OF PIPE LAID IN AN OPEN TRENCH, AS RE- QvtRED BY THE STATE DIVISION OF HIGHWAYS, AMOUNTED TO $1,200. THE OTHER, IN THE AMOUNT OF $4,666.00, WAS FOR LOWERING THE GRADE OF TH'E LINE THROUGH THE PARK AT THE REQUEST OF THE IRVINE COMPANY. THE IRVINE COMPANY ASSUMED THE FULL COST OF THIS CHANGE. s CITY IRVINE TOTAL PERCENTAGE OF CONSTRUCTION COST 28.02 p 71;98 - ENGINEERING 4,266.99 10,961 -.40 150228.39 STAKE OUT 320.27 822.73 1,143.00 PLAN CHECK AND INSPECTION (CITY FORCES 56. 36 }1�,�} �7 3,413.13 TOTAL PROJECT COST $369789.04 $94,520.66 $131 .,309.70 AMOUNT DEPOSITED BY IRVINE CO. 37,199 <53 DAMAGES PAID BY IRVINE COMPANY 1,000.00 ENGINEERING PAID BY IRVINE CO. 15,228.39 TOTAL DUE FROM IRVINE COMPANY 4 4 ► I 0gL.j4' -mil THE AMOUNT REMAINING APPROPRIATED IN ACCOUNT NO. 02 -4197 -130 Is $105,668.15. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCILS CONSIDERATION IN AN AMOUNT OF $6,000.03. OF THIS AMOUNT,$3,893.21 IS OFFSET BY AN INCREASE IN THE IRVINE COMPANY'S SHARE BEYOND THAT ORIGINALLY CONTEMPLATED. A TOTAL DF $126,300 WAS ORIGINALLY APPROPRIATED FOR THIS PROJECT IN FISCAL YEAR 1965 -66. SINCE ALL UN- ENCUMBERED FUNDS WERE REQUIRED TO BE RETURNED TO SURPLUS AT THE END OF THE FISCAL YEAR, THE BUDGET AMENDMENT 1S NEEDED TO MAKE THE FINAL ACCOUNTING BALANCE. THE NET COST TO THE CITY FOR THE PROJECT HAS NOT BEEN INCREASED BEYOND THAT PROVIDED FOR IN THE ORIGINAL APPROPRIATION, WHICH INCLUDED AN ALLOWANCE FOR CONTINGENCIES. THE PLANS WERE PREPARED BY QUINTON ENGINEERS,, LTD., OF LOS ANGELES, WHO WERE HIRED BY THE IRVINE COMPANY. THE ENGINEERING COSTS INCLUDED THE PREPARATION OF PRELIMINARY STUDIES, THE PLANS AND SPECIFICATIONS, SURVEYING, AND SOIL TEST BORINGS. THE COST OF DAMAGES TO,PRIVATE PROPERTY IN AN AMOUNT OF $1,000.00 WAS DEDUCTED FROM THE CONTRACTOR'S EARNINGS IN ORDER TO PAY FOR THE FAILURE TO COMPLETE THE CLEANUP AND LANDSCAPING WORK ON THE PRIVATE PROPERTY ADJACENT TO THE IRVINE TERRACE PARK. THE DIFFERENCE BETWEEN THE ORIGINAL 810 AND THE TOTAL OF THE UNIT PRICE ITEMS CONSTRUCTED WAS DUE TO MANY SMALL VARIATIONS BETWEEN THE ENGINEER'S ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES OF ITEMS REQUIRED. THE EXTRA WORK WAS DUE TO TWO CHANGE ORDERS PREVIOUSLY APPROVED BY THE CITY COUNCIL. ONE, FOR ADDITIONAL JACKED IN PLACE PIPE IN LIEU OF PIPE LAID IN AN OPEN TRENCH, AS RE- QvtRED BY THE STATE DIVISION OF HIGHWAYS, AMOUNTED TO $1,200. THE OTHER, IN THE AMOUNT OF $4,666.00, WAS FOR LOWERING THE GRADE OF TH'E LINE THROUGH THE PARK AT THE REQUEST OF THE IRVINE COMPANY. THE IRVINE COMPANY ASSUMED THE FULL COST OF THIS CHANGE. s 1 T0: THE CITY COUNCIL SUBJECT: CONTRACT 1033 PAGE 3 THE CONTRACTOR, UNDERGROUND CONDUCTORS CORPORATION OF COSTA MESA, CALIFORNIA, APPARENTLY HAS FAILED TO PAY MANY OF HIS SUPPLIERS AND SUB - CONTRACTORS. NOTICES TO WITHHOLD FUNDS HAVE BEEN FILED BY THE CREDITORS IN THE AMOUNT OF APPROXIMATELY $589000. AN ACTION WAS FILED AGAINST THE CITY AND THE CONTRACTOR'S BONDING COMPANY BY ONE OF THE CREDITORS TO DEMAND PAYMENT OF FUNDS DUE. AS A RESULT OF THIS ACTION, THE CITY ATTORNEY HAS DEPOSITED THE ENTIRE AMOUNT REMAINING DUE TO THE CONTRACTOR WITH THE SUPERIOR COURT IN LOS ANGELES. IT 1S ANTICIPATED THAT THE BONDING COMPANY WILL DO LIKEWISE, PERMITTING THE COURT TO DISTRIBUTE THE FUNDS TO THE CREDITORS. THE ORIGINAL DATE OF COMPLETION WAS SEPTEMBER 183 1966. DUE TO THE RE- DESIGN OF THE UPPER PORTIONS AND THE NEED FOR RELOCATION OF THE UTILITIES IN BAYSIDE DRIVE, THE CONTRACT WAS DELAYED IN STARTING. THE ADJUSTED COMPLETION DATE WAS NOVEMBER 12, 1966. THE DRAIN WAS PLACED IN SERVICE ON OCTOBER 21, 1966. SEPH 1 EVLIN BLIC WO S DIRECTOR NAJ 1 i LCII 8� 8 S 8� 8 a °. 8 61 ti . LA m o "6 m O cM cV WN (7 a l[1 �O N M UR C-0 CO ,;r I�- r w n n w w w w w � w w %.D a> .� C�J M .- � M N 0 8 I'D° a: .� 8 8 8 5 8 S 8 K I-- D\ �O N O � a0 O\ ti O 10 �- r � t37 3 m O- \O w N CO n r- n c rL w J O\ M - Ni O U W Z > N N ON t` In Z e° � X01 M Q w� O � ti \D ti w 01 � 0\ Imo- N a j K -too- 0 O 7 O W \O Q 8 °- o C Of W cr1_ . O Z W ^ }- _Z • U > > zG co ..0 � � � � F-- O OZ O W ¢ u cu crn vi K a � ti �- N M 00 1� M = Q \.O N m Z F- .- \O CO �O O Z J U W Kf} W 2: O w U'S fO�- CQ O 8 8 8 8 8 8 0 U_ h C7 w N 10`- — N U¢ r u O 0% M CO -4 M A O \,O N O C6 A OJ F- O - - �- N N M _r Iv \O a\ \O ti Z- U) Cv U Z Ir ti CO � 1+ ^ 00 f� ^ w 76 z O U 4 Z I Ijj O N cn 0 O ^ ^ ^ O U_ 3 ml O O N CO 1 1 1 1 O J J J Lr) cfl N %.O J r Q co U Z W W 2 U Z R a O W Z F n V a 0 to /1 U O W C W 1 1 1 r cn -i M -t j• Z_ lL Z F. O r Z - f > r O > a a a i n a a a w a U ci c.i ci V u �I f u a r � o m W N C' C� K K C' 0_' -7 W Q IL Z v. O 00 .7 O �0 lh lfl C a N -7' 1[l \10 NIO 1-- f- f O !- 7 F- m W O Z W .-- N M .7 ti co 0\ O N M U 0104, 8 8 808 ti 8 8 8 8 8 ti � °: 8 CU ON w 1 A w w 8 O N cs LA pO CC> 3 m Lr\ $ ` � N .. O t w M� w U ti W ON $ M� 8 q lr; �� o; 8 ° C6 w C'4 N 8 8 8 c O M -t ~ U \p O\ .7 LNh W .7 N .- =' LC\ .- Lf\ a n w a M ON Q N 8 8 8 8 8 8 8 8 - $ `� S �2 o $ cr, ci - 7 N -t N Z K LC\ ti - � a _ z ° K n 1 I Ilk a O W t-- N 1 1 1O J V Z F W Z a o 0 U) V v q cc II 1 In N In N O Z > a = Ill Lfl lfl K I M f n x 0. L z - W a N - _o z o a F z - p a O u1 m O _z Q. W 0 0. (n �n 0 a a Y W J I- o < a m a u M= a z q a00 W N 6 2 f W 2 0 Y 0 U m (D O a ¢ p U 2 W K Z - V O O W < U U J N ? ~ d fn m 1�- a z m 4 L LY O N (� 2 N `- Z \O t-- OO O\ O N N N N O O N U U a, CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING MARCH 15, 1967 PROJECT: IRVINE TERRACE - EL PASEO STORM DRAIN BUDGET NO. 02-4197-130 CONTRACT NO. 1033 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 24" R.C.P. 19.65 /LF 230 LF 4,519.50 2 48" R.C.P. 26.70/LF 250 LF 6,675.00 LESS 10% RETENTION 54" R.C.P. 29.23/LF 652 LF 19,057.96 60" R.C.P. 33 70 /LF 8 LF 269.60 5 6 66" R.C.P. 48,16/LF 304 LF 14,64o.64 75„ R.C.P. 44.26/LF 414 LF 18,323.64 7 75 R.C.P. JACKED IN PLACE 173.288/LF 78 LF 13,515.84 8 M.H. #2 76 00 /EA 2 EACH 1,530.00' 9 M.H. #4 (SPECIAL) 1 10.00 /EA I EA. 1,810.00 10 OUTLET STRUCTURE 3,896.00 /LS 100% _,..3,896.00 11 T.S. # V 712.00 /EA. 3 EA. 2,136.00 12 J.S. 170.00 /EA. 5 EA. 850.00 I3 T.S. (SPECIAL) 15468.00/1-3 100% 1,4468.00 14 BAYSIDE DRIVE PAVEMENT 875.00 /LS 100% 875 QO 15 EL PASEO DR. PVMT. 4,748.00/LS 100% 4 48.00 ,7 16 PARKING LOT PVMT. 40.00 / 1 LS 100% 1,540.00 Iz BACKFILL EXIST. ARCH ,5 7,000.00 /1-S �, 100% 71000.00 1tS BULKHEADS 247.00/LS 100% 2427.00 19 CATCH BASIN W =7 458.00 /EA I EA. 458.00 20 CURB AND GUTTER 807.00/1-3 100% 807.00 21 TREES AND LANDSCAPING 15200.00 /LS 100% 1,200.00 22 12" C.M.P. DRAIN 92.00 /LS 100% 92.00 ADDITIONAL 75" R.C.P. (JACKED IN PLACE) 120.00 /LF 10 LF 1.200.00 T106,659.16 c.o. #I 4,666.00 100% 4 666.00 111,525.1 COMPLETION OF CLEANUP OF ADJA ENT PROPERTY 1 000.00 0,525. t, ORIGINAL CONTRACT $104,268.15 EXTRAS TO DATE 4,666.00 - CONTRACT TD DATE IO8,934.15 AMOUNT EARNED -IOf525.18 LESS 10% RETENTION LESS PREVIOUS PAYMENTS 95,154.28-- AMOUNT DUE THIS REQUEST 15070.90 1 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGNED �✓�J = /�� _,��- SIGNED ENOINEE CONTRACTOR BY 4 CITY Of NEVIPORT BEACH PUBLIC WRKS DEPARTMENT CHANGE GMER LU%ZER : I CCN'TRACT ; EL PASCO DRIVE - IRVINE TERRACE PARK STORM DRAIN CONTRACT NVIN ER 1033 CONTRACTG2 : UNDERGROUND CONDUCTORS INC. 1• AS PER THE REVISS'✓ PLANS SiEETS iND 119 No. D- 5033 -Sy DATED JULY 2I0 7 1 �JUi l4ldER TU;C MAIN C QUIT G::T:CCW $7A. 21 '� OO AHD STA. 2 '1' 18, AND PERF0::3 OTHC43 ADOiTIOHAI V7;::.K 2SSOCiATL'D WiT3a SAID PIPE LOWERING AND AS SAO41 i ON SAID RCVi5£D ORAWiNGS, TOTAL LUMP SUA PRICE p ia43j:.Ov 2. CONNECT EXISTING DC, %i D: n: >5 CA �- THCRL`. FIDE OF PACIFIC C41 ST HIGHWAY TO NEW DRAIN Wl::-1 ' R.C.P. A3dO A0ANDOL EXISTING 18" C.M.P. AS PCR REV4510N ON SHT. 3 OF PLANS NO. D- 5033 -So GATED JUNE 13, 1969 - TOTAL LUA? SUk YRiCE Y315.O:i �t TOTAL AMOUNT CHANGE ORDER i30. 1 - $4666.00 DATES CONTRACTORS U,l;LLderaround Conductors Corp. Byt DATE$— i r •0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A CHANGE ORDER NUMBER: 2 CONTRACT IRVINE TERRACE=EL PASEO DRIVE STORM DRAIN CONTRACT NUMBER 1033 CONTRACTOR : UNDERGROUND CONDUCTORS I. DUE TO THE STATERS MODIFICATION OF THE ENCROACHMENT PERMIT, BEGIN THE JACKED 75 -INCH PIPE AT STA 26 + 24 INSTEAD OF 26 + 34 AS SHOWN ON THE PLANS. THIS ADDITIONAL 10 FEET OF JACKED PIPE SHALL BE CONSTRUCTED AT THE AGREED UPON UNIT PRICE OF $120.00 PER LINEAL FOOT. THE NET CHANGE IN CONTRACT COST DUE TO THIS CHANGE ORDER IS: ADD: 10 LF 75 -INCH R.C.P. (JACKED) @ 120.00 = $1,200.00 DELETE: 10 LF 75 -INCH R.C.P. ( -ITEM 6) @ $44.26 = - 442.60 TOTAL . 7+ 5 SIGNE DATE LONT��CTOR BY r��-? 1 S DATE orp. .. .... ............. . STATEMENT RAUB, REIN, FROST & ASSOCIHYES ENGINEERS & SURVEYORS jPF-11 -- PHONE 548 -"23 P. D. BOX 117 136 ROCHESTER STREET COSTA MESA,, CALIFORNIA TO: September 27 66 City of Newport Beach OAT` 19 3300 Newport Blvd. Newport Beach, California YOUR ORDE 9633 Attn: Mr. Pat Dunigan JOB NO STATEMENT DUE WHEN RENDERED - INTEREST CMAROED ON PACT DUE ACCOUNTS Surveying services completed in accordance with your authorization for the construction staking required on the E1 Paseo storm drain installation, Irvine Terrace, Corona del Mar, California. I. Location and Elevation Control Stakes A. Field Survey Crew 25 hrs. @28.00 $700.00 B. Supervision 9 hrs. @15.00 135.00 II. Re- setting of Lost or Destroyed Control Stakes A. Field Survey Crew 11 hrs. @28.00 $308.00 RECEIVED F. ?R *.: 1967 PUBUG V iIRKS d4"P r, $835.00 308.00 IF Bi2 Vest Eighth Street Los Angeles, California 90017 IN VO/C E QUINTON ENGINEERS, LTD. (2131624.7651 467 F DATE JULY 31, 1966 IRVINE co."'PANly P. 0. BOX 37 ORDER NO. IRVINE, CALIF03\'IA 92650 CONTRACT AGPEENEI47,, 1/11/66 ATTENTION: NR. GORDON B. JONES L OUR JOB NO.. 65858 RE: IRVINE TERRACE STORM [)P,6,1N ENGINEERING SERVICES DURING JULY, 19156 RE OUTLET STOX-1. DRAIN, PACIFIC COAST HIGHdAY TO BALBOA ISLAND CHANNEL IN EL P14EO DRIVE. MILEAGE,, 90 MILES PRINTS AND REPRODUCTION TOTAL, DUE THIS INVOICE TERMS: NET 10 DAYS $ 61.59 14.37 TH FEES TO DATE: 10,223.27 DATE ACCT- N; REINBURSABLES 505.12 COHT-'.ICT SURVEYS & SOILS 100.00 - PAYh'.'-NT ..A-"o , r r AAiC Z TOTAL, TO DATE 13,828.39 BUDGET 14,100 QO wo Pay,WC17 REMAINING 271.61 FINANCE [,EPA.'iTm-� INVOICE COPY X 2.25 1 $ 138.53 .12 MI. X 1.2 IRVINE A. 'i "iOVALS ALL 10.80 17.24 $ 166.62 1 .3a,F F0 RD ^ A55 ®CIA7ES 2898 Rowena Avenue Lot Angeles, California 90039 • 666.2213 o Quinton Engineers, Ltd. INVOICE DATE 2 -22 -66 812 West Eighth Street Los Angeles, California 90017 YOUR NUMBER Attention: Mr. Gil Purdy OUR NUMBER 2 -1015 TERMS. Net 30, days PLEASE RETURN DUPLICATE WITH YOUR REMITTANCE SERVICES IN CONNECTION WITH, For surveying Newport Center Storm Drain as instructed: 36 hrs - 3 -Man Field Party at $30.50 $1,o98 .00 4 hrs - Researcher & Computer at $11.50 46.00 2 hrs - Survey Draftsman at $11.00 22.00 1 hr - Project Manager at $15.00 15.00 Mileage, 240 miles at 14 /mile 33.60 $1,214.60 Quotation was Not To Exceed $1,200.00 This invoice: $1,200.00 _nGll: EE RS r --1711 NORTH ALVARADO STREET 0 LOS ANGELES, C; . 'RNIA 90026 0 TELEPHONE 3863920 LEROY CRANDALL AND ASSOCIA7FES April n.. 1956 INV. NO. }.25 Quinton n-.Zincors, Ltd. YOUR P. 0. NO. 662 Fort l_'.:tghth u hcvt Loa Angelca, 4'aliickria 30317 JOB NO. 11.x5013 SERVICES RENDERED SOil lxwc .ti�-atica, Pa c_aC:_cu s vlr.3 n v..en v..... .. 1Cii...3 pb'JG..'1 yi.::t..�1p I.v.IUC.: V Y�'i(..I.]j 4r.1�.C:i:14L➢ Ar..rn �':u!: Irvina CC,,Lp:L # crai rep =t t` -rocs $1,l This statement is rendered for professional services and is due and payable upon presentation. BUnkirk 5-7021 t• STATEMENT INVOICE NUMBER SI/ 3170 .IOBNUMBER — LOB ANGELES b. CALIF.. I 110EDIG & KOEGIG. INC. ENGINEERING - ARCHITECTURE 3242 WEST EIGHTH STREET In accorda"ce with A ;reel -'ent deAcd Cia;/ 51 1614, engineering services to parfora, Etu,-,y of vne ir- inG `_arrae•°^ Story. Drain. €i 'rir.•^ c E-a.ia, jer j " 5- 21 -61,• to 7 -2 6!s� ;fie iic ist• r i e ;ineer� 49 hours c r'•1u.00 y'704 DO ,:.. A ,91. aOA13 (;' 12. CO L2.0o 140 1676.00 f sLO alga trxrcl expense $2.00 Pcproduc'cions 3.35 Teloplione toll calls 2.53 ?8.33 lfaximu:a tillable undcr A�?ree:aeat • :�1hC0.00 MAY 8, 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF IRVINE TERRACE PARK - EL PASEO DRIVE STORM DRAIN CONTRACT NO. 1033 RECOMMENDATIONS: I. ACCEPT THE WORK. 2. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS AS INSTRUCTED BY THE CITY ATTORNEY. DISCUSSION: THE CONTRACT FOR THE CONSTRUCTION OF THE IRVINE TERRACE PARK -EL PASEO DRIVE STORM DRAIN HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE 810 PRICE WAS: $104,268.15 AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: 105,659.18 AMOUNT OF CHANGE ORDERS' 5,866.00 TOTAL CONTRACT COST: $111,525.18 NET AMOUNT DUE CONTRACTOR (SEE DISCUSSION) 110,525.18 THE FOLLOWING IS THE FINAL DISTRIBUTION OF COSTS IN ACCORDANCE WITH THE FINANCING AGREEMENT WITH THE IRVINE COMPANY, CONTRACT NO. 1036: CITY IRVINE TOTAL UPPER PORTION "A° $�299517.02 $392001.45 $ 68,518.47 CONNECTOR PIPE & INLET 1,728.40 - 1,728.40 LOWER PORTION "Bu 41927$.31 418278.31 TOTAL CONSTRUCTION COST $31,245.42 $130,279.76 $111,525.18 if f•��VY�I...L� L3f IJ1SVi iJls'Vi \VII L. DATE ''. -- TD: THE CITY COUNCIL SUBJECT: CONTRACT N0. 1033 PAGE 2 PERCENTAGE OF CONSTRUCTION COST ENGINEERING STAKE OUT PLAN CHECK AND INSPECTION (CITY FORCES) TOTAL PROJECT COST AMOUNT DEPOSITED BY IRVINE CO. DAMAGES PAID BY IRVINE COMPANY ENGINEERING PAID BY IRVINE CO. TOTAL DUE FROM IRVINE COMPANY CITY 28.02 4,266.99 320.27 956..36 $369789,04 1:11 IRVINE TOTAL 71098 - 1o,961•.4o 15,228.39 822.73 1,143.00 ?? 3,413.13 $94,520.66 0319309.70 $37,199-53 1,000.00 15,228.39 441,097,'14- 1 THE AMOUNT REMAINING APPROPRIATED IN ACCOUNT NO. 02- 4197 -130 Is $105,668.15. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCIL'S CONSIDERATION IN AN AMOUNT OF $6,000.03, OF THIS AMOUNT4 3,893.21 IS OFFSET BY AN INCREASE IN THE IRVINE COMPANY'S SHARE BEYOND THAT ORIGINALLY CONTEMPLATED. A TOTAL OF $126,300 WAS ORIGINALLY APPROPRIATED FOR THIS PROJECT IN FISCAL YEAR 1965 -66. SINCE ALL UN- ENCUMBERED FUNDS WERE REQUIRED TO BE RETURNED TO SURPLUS AT THE END OF THE FISCAL YEAR, THE BUDGET AMENDMENT IS NEEDED TO MAKE THE FINAL ACCOUNTING BALANCE. THE NET COST TO THE CITY FOR THE PROJECT HAS NOT BEEN INCREASED BEYOND THAT PROVIDED FOR IN THE ORIGINAL APPROPRIATION, WHICH INCLUDED AN ALLOWANCE FOR CONTINGENCIES. THE PLANS WERE PREPARED BY QUINTON ENGINEERS, LTD., OF LOS ANGELES, WHO WERE HIRED BY THE IRVINE COMPANY. THE ENGINEERING COSTS INCLUDED THE PREPARATION OF PRELIMINARY STUDIES, THE PLANS AND SPECIFICATIONS, SURVEYING, AND SOIL TEST BORINGS. THE COST OF DAMAGES TO PRIVATE PROPERTY IN AN AMOUNT OF $1,000.00 WAS DEDUCTED FROM THE CONTRACTOR'S EARNINGS IN ORDER TO PAY FOR THE FAILURE TO COMPLETE THE CLEANUP AND LANDSCAPING WORK ON THE PRIVATE PROPERTY ADJACENT TO THE IRVINE TERRACE PARK. THE DIFFERENCE BETWEEN THE ORIGINAL BID AND THE TOTAL OF THE UNIT PRICE ITEMS CONSTRUCTED WAS DUE TO MANY SMALL VARIATIONS BETWEEN THE ENGINEER'S ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES OF ITEMS REQUIRED. THE EXTRA WORK WAS DUE TO TWO CHANGE ORDERS PREVIOUSLY APPROVED BY THE CITY COUNCIL. ONE, FOR ADDITIONAL JACKED IN PLACE PIPE IN LIEU OF PIPE LAID IN AN OPEN TRENCHP AS RE- QUIRED BY THE STATE DIVISION OF HIGHWAYS, AMOUNTED TO $1,200. THE OTHER, IN THE AMOUNT OF $4,666.00, WAS FOR LOWERING THE GRADE OF THE LINE THROUGH THE PARK AT THE REQUEST OF THE IRVINE COMPANY. THE IRVINE COMPANY ASSUMED THE FULL COST OF THIS CHANGE. T0: THE CITY COUNCIL SUBJECT: CONTRACT 1033 PAGE 3 THE CONTRACTOR, UNDERGROUND CONDUCTORS CORPORATION OF COSTA MESA, CALIFORNIA, APPARENTLY HAS FAILED TO PAY MANY OF HIS SUPPLIERS AND SUB - CONTRACTORS. NOTICES TO WITHHOLD FUNDS HAVE BEEN FILED BY THE CREDITORS IN THE AMOUNT OF APPROXIMATELY $58,000. AN ACTION WAS FILED AGAINST THE CITY AND THE CONTRACTOR'S BONDING COMPANY BY ONE OF THE CREDITORS TO DEMAND PAYMENT OF FUNDS DUE. AS A RESULT OF THIS ACTION, THE CITY ATTORNEY HAS DEPOSITED THE ENTIRE AMOUNT REMAINING DUE TO THE CONTRACTOR WITH THE SUPERIOR COURT IN LOS ANGELES. IT IS ANTICIPATED THAT THE BONDING COMPANY WILL DO LIKEWISE, PERMITTING THE COURT TO DISTRIBUTE THE FUNDS TO THE CREDITORS. THE ORIGINAL DATE OF COMPLETION WAS SEPTEMBER 18, 1966. DUE TO THE RE- DESIGN OF THE UPPER PORTIONS AND THE NEED FOR RELOCATION OF THE UTILITIES IN BAYSIDE DRIVE, THE CONTRACT WAS DELAYED IN STARTING. THE ADJUSTED COMPLETION DATE WAS NOVEMBER IZ, 1966. THE DRAIN WAS PLACED IN SERVICE ON OCTOBER 21, 1966. 'H i EVLIN IC WO S DIRECTOR :NAJ 80, 8 8 8 8 8 8 8 8 °�l rL1- � M ° SO M J lfl O ,� I'0 cmv — co c 0~O a \0 N CO Lf1 Lfl �-- FO- w w D\ w ^ w w ^ ^ ^ w M w N w w N} � ° � 8 8 ..-.. 8 . 8 8 8 8 ° N w = �O L('% o � � r- f` 3 m CN r.- O N r t` 0 J Ol M 7 .6A O' U , w z O Lfl r- \0 O O l0 O > N Ol r- Lfl ,t ON .I' Z cr 6° — o 0 O co M - � Lfl (-- O_ i ti ON co N .� Ol ti N a w w w w � Q � r- D\ r- E 0 O H LO O O 7 O Li �D U cn ° 8 Cf w Li ("1 . H MO -69. Oz w Z F- u > oa r x z of h O ON r- CO O O H - ° .7 co N 01 \O -t O U O �O O U O w.7 ,7 00 r. N U M (!) CY a r- N M 00 Lfl cr) d Z Q ft �0 N H .-, \10 00 \0 O Z J U w Vi W i O ° of \ O O � N r- — N co O S O S O S O O t` F O w U Q H U Ol \0 01\ M 00 .� M Lf1 O \.O N O C6 A C6 ti O H = D 0. M ,� U (n — N3 w Z U O Z O U Z K z co (n to 1 ^ ^ r O_ Li 3 mo O _0 O N 00 1 1 1 1 O J J J O J H Lfl Lfl J Q V N \0 J F- Q co V Z w W Z V Z cz CL N (n U d O 1 U _ O a_Q \7c) cb � ^ N M 1 M C O Z W Z H O _ S > > o > 0 a Ll Q. tl d 4. Il w K d ~ O u U U U U U U uil� N .7 M .7 N Y a o W �/J D' 0= W - Q F W J Z N CL N -11 Lll \O \O r• r- 7- f O F- -J 1- m W O Z E N M At WN %lO r- 00 O\ W O N M 08p1 8 8 8 8 8 88 8 Qp N O8 dO 0 O's N \O VIN 1- O III w O w -r N w w 8 �1 p 0 N M a � . 3 0] fl M N O C w n J r • N} tfY O - �D U I�- W 01 � Z ON 8 co Lp 8� 8 0 8 ) Q M M 49- ti, 8 O co L (\j. INS w � N O O N} eH N o0' '� N 8 � S 8 8 cn 00\ O U w l0 N ON --.T In _-.r d w n a M Ol � Q (\j tH Ni 8 8 8 8 8 0 8 8 0 7 N --t' N Z K lh r- - Da z _o W I I J F BQ L S m I -j J ¢ IC\ I I 1 O O- - W w r- I� N I 1 1 z W Z w a. o ❑ ) (n U ❑ v Q K i y co In U) O Z I a Ql J J J � J O t�r1 tO ¢ N r-. H Y > N 2 � s I- z O N J W W — — z D a r z w — D z z a o Y N c� na w ❑ a co rn u ¢ a Y w J -i I- tt ❑ ¢ m �} ¢ E U Q Z i U K Q] W U Q < C ¢� J I- W F W 2 ❑ Y U ❑ — O U Z J F a Z - U❑ O W ¢ O ¢ O D ¢ N Z Z I- O d' fn �] U U J P P -' — ¢ Z Q J D o co 0 O Z N Y \10 N OD O\ O N W - .- - N N N O O F U U 0 E STATEMENT e% RUB, REIN, FROST & ASSOCI ES rtr1 ENGINEERS & SURVEYORS PHONO SAS -TIYO P. O. BOX 117 136 ROCHESTER STREET COSTA MESA. CALIFORNIA TO: September 27 66 City of ,Newport Beach EATS 19 3300 Newport Blvd. Newport Beach, California YOUR ORDE 9633 Attn: Mr. Pat Dunigan JOB NO STATEMENT DUE WHEN RENOERE6 -INTCRCST CHARGED ON PAST D.0 ACCO(JNT9 Surveying services completed in accordance with your authorization for the construction staking required on the E1 Paseo storm drain installation, Irvine Terrace, Corona del Mar, California. I. Location and Elevation Control Stakes A. Field Survey Crew 25 hrs. @28.00 $700.00 B. Supervision 9 hrs. @15.00 135.00 II. Re- setting of Lost or Destroyed Control Stakes A. Field Survey Crew 11 hrs. @28.00 $308.00 RECE(VE0 A ?R �i _' 1967 PUBUC -WORKS kPL dr C!, $835.00 308.00 1143. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING MARCH 15, 1967 PROJECT: IRVINE TERRACE - EL PASEO STORM DRAIN BUDGET NO. 02- 4197 -130 CONTRACT NO. 1033 E 1 24" R.C.P. 19.65 /LF 230 LF 4,519.50 2 48" R.C.P. 26.70/LF 250 LF 6,675.00 3 54" R.C.P. 29.23/LF 652 LF 19fo57.96 �+ 6o" R.C.P. 33 7o /LF 8 LF 269.6o 5 66" R.C.P. 48;16/LF 304 LF 14,64o.64 6 75" R.C.P. 44.26/LF ! 414 LF 18,323.64 7 75" R.O.P. JACKED IN PLACE 173.288/LF I 78 LF 13,515.84 8 M.H. #2 76 .00 /EA I 2 EACH I, 30.00' 9 M.H. #4 (SPECIAL) 11 10.00/EA I EA. I, 10.00 10 OUTLET STRUCTURE 3,896.00 /LS 100% 3,896.00 II T.S. # 712.00 /EA. 3 EA. 2,136.00 12 J.S. #� 170.00 /EA. 5 EA. 850.00 T.S. (SPECIAL) /LS 100% 1,468.00 I BAYSIDE DRIVE PAVEMENT p1,468.00 875.00/LS IOC 87 OO 15 EL PASEO DR. PVMT. 4,748.00/LS 100% 4,74.00 16 PARKING LOT PVMT. 1,540.00 /LS 100/ 1 f 540.00 17 BACKFILL EXIST. ARCH 1 7,000.00 /1-$ IOOia 7,000.00 I BULKHEADS 247.00 /LS ' 458.00/EA 100% 242.00 4515.00 19 CATCH BASIN W =7 I EA. 20 CURB AND GUTTER 807.00 /LS 100% 807.00 21 TREES AND LANDSCAPING 1,200.00 /1-3 loop 11200.00 22 12" C.M.P. DRAIN 92.00 /1-S 100°% 92.00 ADDITIONAL 75" R.C.P. (JACKED IN PLACE) 120.00 /L-F 10 LF 1 200.00 to c.o. #I 4,666.00 100% , 59.1 4 666.00 111,525.1 COMPLETION OF C EANUP OF ADJA ENT PROPERTY - 1 000.00 1 0,525.1 ORIGINAL CONTRACT $IO4,268.15 EXTRAS TO DATE 4,666.Oo - CONTRACT TO DATE 108,934.15 AMOUNT EARNED I10,525•i8 LESS 10% RETENTION LESS PREVIOUS PAYMENTS 95f15!.28— AMOUNT DUE THIS REQUEST 15,370.90 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S I GNED - (/ > �-,'f S I GNED ENGINEEK CONTRACTOR BY 4P CITY OF NOWPORT BEACH PUBLIC WORKS DEPARTMENT CHAI4E ORDER Mi.1,BER : I CONTRACT EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN CONTRACT :UZER 1033 CONTRACTOR UNOZRGROU,3 C�:ar,UCTO- S INC. I. As PER THE R V 15. L.ei S S:iEL's' ; _. � i G. O -J 33 -Si DATED JULY 21, 190"')g LOITER ThiZ : -''A;N :.0:::.iUiT F.i.'i1:Es::d STA. 2' + 00 AND STA. 27+ 18y AND PERFO::N OTHER ::. ✓ -: 1'ivtiAL IJi1i:i: ,SiSOCiATED WITH SAID PIPE LOWERING AND AS SHOL.'N ON "'A:D RZV15F1) 0RA1i1e2GS. TOTAL LUMP SUN ?,:Z C£ - $43J1.00 2. CONNECT EXISTING 007:1N DRAIN OW SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY TO NEW DRAIN WITH 18" R.C.P. AND AGANDON EXISTING 18" C.M.P. AS PER REV:5i0N ON SHY. 3 OF PLANS NO. D- 5033 -So DATED JUNE 13p 1969- TOTAL LUMP SUM PRICE m $315.00 TOYAL AMOUNT CHANGE ORDER NO. I - $4666.00 ENGINEER :. / i.. ,f j a^`'vL• 7 DATES CONTRACTOR: -Underground Conductors Corp. BY:c -� DATE: L3_� i i r S� 1 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT lu CHANGE ORDER NUMBER: 2 CONTRACT IRVINE TERRACE�EI, PASEO DRIVE STORM DRAIN CONTRACT NUMBER . 1033 CONTRACTOR : UNDERGROUND CONDUCTORS I. DUE TO THE STATERS MODIFICATION OF THE ENCROACHMENT PERMIT, BEGIN THE JACKED 75 -INCH PIPE AT STA 26 + 24 INSTEAD OF 26 + 34 AS SHOWN ON THE PLANS. THIS ADDITIONAL 10 FEET OF JACKED PIPE SHALL BE CONSTRUCTED AT THE AGREED UPON UNIT PRICE OF $120.00 PER LINEAL FOOT. THE NET CHANGE IN CONTRACT COST DUE TO THIS CHANGE ORDER IS: ADD: 10 LF 75 -INCH R.C.P. (JACKED) @ 120.00 = $1,200.00 DELETE: 10 LF 75' -INCH R.C.P. (ITEM 6) @ $44.26 = - 442.60 TOTAL $ 757+0 SIGNE %- /-.- DATE / UONT�CTOR By C( DA T orp. i. 8t2 West Eighth Street Los Angeles, California 90017 INIVIO/C E QUINTON ENGINEER.S, LTD. (213) 624-7651 467 DATE JULY 31, 1966 IRVINE CO' MANY P. 0- BOX 37 ORDER NO. MINE, CALIFO;jqlA 92650 CONTRACT AGPEDZENT,, 1/11166 ATTENTI= MR. GORDON B. JONE'S L OUR JOB NO.. 65853 RE: IRVINE TERRACE STO%11 DPV%1'N TERMS; NET 10 DAYS ENGINEERING SERVICES DURING JULY, 19136 R:,: OUTLET 1, $ 61.59 X 2.25 138.58 STO%','k BRAIN, PACIFIC COPST HIGHA'AY TO BALBOA ISLAND CH)WIZIL IN EL PASEO DRIVE. MILEAGE,, 90 MILES PRINTS AND REPRODUCTION TOTAL, DUE THIS INVOICE .12 141. 14.37 1 X 1.2 10.80 17.24 166.62,, INVOICE COPY TH1 IRVINE COMP NY FEES To DATE: 10,,223.27 DATE REIM3UIRSABLES 505.12 ACCT. N -A'A"c" NT SUR VE S & SOILS 3,100.00 , . A� T N r I.PkAyoh, TOTAL.. TO DATE 13,828.39 BUDGET 14,100.00 I P 271.61 A�,OLrsr EMIAINING -4 FINANCE FINANCE N'4-I C= LfE LLj A INVOICE COPY �a,CF0RD 0: A S S 0 C I A 7 E S 2898 Rowena Avenue Los Angeles, California 90039 666.2213 p Quinton Engineers, Ltd. 'INVOICE DATE 2 -22 -66 812 West Eighth Street Los Angeles, California 90017 YOUR NUMBER Attention: Mr. Gil Purdy OUR NUMBER 2 -1015 TERMS. Net 30, days PLEASE RETURN DUPLICATE WITH YOUR REMITTANCE SERVICES IN CONNECTION WITH, For surveying Newport Center Storm Drain as instructed: 36 hrs - 3 -Man Field Party at $30.50 $1,098.00 4 hrs - Researcher & Computer at $11.50 46.00 2 hrs - Survey Draftsman at $11.00 22.00 1 hr - Project Manager at $15.00 15.00 Mileage, 240 miles at 14//mile 33.60 $1,21 0 Quotation was Not To Exceed $1,200.00 This invoice: $1,200.00 Ll •ter, • _NGIN:ERS Ill NORTH ALVARADO STREET ❑ LOS ANGELES, G '.RNIA 90026 ❑ TELEPHONE 3363920 LEROY CRANDALL AND ASSOCIA'FES A.—prA1 u, 1965 INV. NO. 1,�7 Ltd. YOUR P. O. NO. 612 ,, V'J4 )-'b iZ Vtl 4V.44iyY Los Argclev, Co-U c iia 5 -017 JOB NO. 17�v 073 SERVICES RENDERED Sci1 In•�e_:,'�.i;;z.'cic.:, Pb��c -_,. _-•v:�.r� , ,L CZ V ,Y��ii i✓i a..n_)., 1'.�'.�ilL'.•Y L/�J�V.:y) This statement is rendered for professional services and is due and payable upon presentation. DU.kc,t 5.2021 0 STATEMENT it INVOICE NUMBER— C1;, }Td JOB NUMBER Los ANGELES 5. CALIF..— itv r.8_1:964 - I iJV,ea. •'111 ,. „_ ...r ... u. i,. J^.r ........r vv+.... ...'a ICOEEIC to ICOEGIG. INC. ENGINEERING. ARCHITECTURE 3242 WEST EIGHTH STREET In accorC'.anca wit."1 rCC2 Ct1G C %CGu "i,v y Sr 199,, eiZL-4 Bring ce` . , ,;._..._ r r Drain. 2 -, icy., �J /: r_ oz•�n stc y ci the .i ✓i. _�... uc� tor_. 'G;; 7..2..647 __L_ _ ^•i' 00 y�784 iJl% 4: : z:f •V 91. mars (3 12.00 1012.00 l'�0 170. GU Oth' -- :aco _::✓c1 e:r,� ^::re ti11c:.00 r: ; C3wC 3.35 Ta1ep:.un cus.l calls 2.53 _fJ• 3 VcYJ2,,,tU:1 till blr:: wider k�re.=ani :'.lhC0.00 �J "'VW w -ON L ANOER50N ., IAM J. CONNERS n ENNETH E.. -EWIS ROaERT E,JONES 1E150N P. STEIT: �: nCRT C. HA>SE.JR. JCJSGE C. MONTGOMERY �,TMER L. JENSEN ICTER R. REGAL DOUGLAS R,NEWELLOV LAW OFFICES , Anderson, MI�Pherlin & Conners SUITE 230 ROWAN BUILDING' 4SS SOUTH SPRING STREET Los Angeles, California 00013 AREA CODE 213 625-2421 Aldred F. Ames Administrative Assistant City of Newport Beach City Hall 3300 West Newport Boulevard Newport Beach, California Dear Mr. Ames: April 3, 1967 IN REPLY PLEASE REFER TO FILE NO. 346- 54 /DKN Re: El Paseo Drive Storm Drain Project Contract No. 1033 Thank you for your very helpful letter of March 27, In order to facilitate our handling of this matter, we would appreciate very much having a copy of the bond of National Auto on file with you. If there is a charge for such a copy please bill us and we will remit payment promptly. Thank you for your continued cooperation. Very truly your s, �< &Ow/ DOUGL K. NEWELL, IV � PR E0FfVEL APP; 4 1967 r V April 49 1967 Anderson McPharlin 6 Coe ere Suite 236 Rowan Building 458 South Spring Street Los Angeles, California 90013 Attention: Douglas K. Newll, IV Subject: E1 Passo Drive Storm, Drain Project Contract No. 1033 Gentlemen: Snclosed are copies of Labor and Material Bond No. 213815 and Performance Bond No. 213815 designating Underground Conductors Corporation as the contractor and National Automobile and Casualty Insurance Company as surety. Ilea" slake remittance for enclosed statement to the inane Director of the City of Newport Beach. If we can be of further assistance to you, please let us know. lcl $ncl. Yours Very truly, Aldred F. Ames Public Works Administrative Assistant NOTICE TO ay of NeXpart Beach (Public Body or Lender) TO WITHHOLD AND VERIFIED STATEMENT OF CLAIM OF AGAINST Prime Contractor: Underground r'nnductore Subcontractor (if an Owner or Public Body:- City of Newport Beach Improvement known as Irvine Terrace Park - Bl Paseo Drive Storm Drain in the City of Newport Beach County of Orange State of California. _ California Culvert Supply Co. °claimant," a Corporation (Corporation /Partnership /Sole ProprletmItip) furnished certain labor and /or materials used in that certain work of improvement situated in the City of Newport Beach —,County of Orange State of California, known as: (name and address of project or improvement) Irvine Terrace park _ RI Paseo Drive Storm Drain That the said claimant sold and delivered to: Underaround Conductors (Subcontractor /Contractor /Owner - Builder) erecting or constructing said work of improvement or a portion thereof; the aforesaid Iabot and /or materials being, to wit: (describe material and labor in detail) see copies of nvo ces 140 4970 &n4 403Y Total value of material /labor agreed to be furnished.-. .......... . $ 425.21 Total value of material /labor actually furnished is ....... ........ __ -• - - -- $ 425.21 Credit for materials returned, if any. ---------- -°.--- .............. .....- --- ----- -....---_ -- _-_.._- -- -----...... $ Amount paid on account, if any ............. - °- •------- °---• - - -....... ----- -- - - -- .... ------ ... _...... $ Amount due after all just credits and offsets. .................... °--.-... - .... _ ........ - ..... --- .---- _- -_ ---. $ 40-09 AND YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above described project to satisfy claimant's demand in the amount of $- 4()9.0 jl —, as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigation, as provided by law. A bond 4 - not attached. (No bond required on public jobs) (is /is not) Date 3/27/67 Name of Claimant: Verification for Partnership or Sole Ownership STATE OF CALIFORNIA ) COUNTY OF )SS. (Claimant or Representative) being first duly sworn deposes and says that —he is— (Owner, Partner or Agent) Of (Firm Name) named as claimant in the foregoing claim; that — b has read said claim and knows the contents thereof, and that the facts therein stated are true. (Signature of AWnt) Subscribed and sworn to before me this day of 19— Notary Stamp My Commission Expires A_CAI IV� -F-.cY ERI Y-COWARY RiehArti L Rusths President (Official Capacity) Verification for Corporation STATE OF CALIFORNIA ) COUNTY OF Los Angeles )SS. Richard L Rusth (Claimant or Representative being first duly sworn deposes and says that .Ire u, Presideennt,� �) ((A CULVERT SUPPLY Co. Of CALIFOR)NI (Exact Corporate Name) the Corporation that executed the foregoing claim; that _Ire makes this verification on behalf of said corpora- tion; tl _he has read d c! 'm and knows the con- tents r reof, and that ac erein sated are true. (Sigru ,e at A nt) 27th Subscribed and sworn to before me this day of March 19 67 9 E. LOlif1�SE JAMESON NOTARY PUBLIC -CAL IFURNIA Notary PRINCIPAL OFFICE IN Stamp LOS ANGELES COUNTY My Commission Expires i Mev 13.1970 Original of above notice received this day of 19- SMDCA FORM #4 3 -30_67 �.' 'el a r. hattan Beach, Ca? iforni ia No. 0532 To T:*,-.,der-jrownrJ Conductors 'Xcza, Cal.-,fcrnit Reason For Credit t3 much oipc. DATE CUSTOMERS NO. SALESMAN TERMS F. O. B. SOLD ON INVOICE NO. QUANTITY WE CREDIT YOUR ACCOUNT AS FOLLOWS PRICE AMOUNT H0.1 Col: G.-'Av. 2 15 2. 1. Md,, Recd A .v.d CIIPIi 7S 789 Redif?rm CREDIT MEMO 0 R } 3- 20 -67'M / Copy of list given to Ps (FWD) per letter from And e n, McPharlin & Conners 458 South Spring St, Lo Log-Angeles representing National A mobile & Casualty Ins Co surety for Underground Conductors. CLAIMS FILED AGAINST OUND CONDUCTORS`CORPORATION Trautwein Brothers Y American Pipe & Construction Co. 4635 Firestone Boulevard South Gate, California Fowler Equipment, Inc. P.O. Box 1296 Orange, California French Equipment Rentals (Batchelor, Cohen,Oster & Dostal) Attorneys at Law 444 West Tenth Street Santa Ana, California L.B. Penhall Co., Inc. (Daniel W. Holden) Holden, Holden & Huarte 136 West Whiting, Suite B Fullerton, California Signal Flash Company 1108 Raymond Way Anaheim, California Edgar I. Chester (No address) Chas. J. Rounds Company 1190 W. Gladstone Avenue Azusa, California installation of concrete piles Service Concrete Pipe Equip. rental 20 ton crane Subcontractor Warning devices & equipment Equipment & labor Equipment rental J.E. Young Pipe Line Construction Co. Labor & materials (Betts & Loomis Lazy Offices) Suite 500 1010 Wilshire Blvd. Los Angeles, California Ecco (No address) R.W. McLellan and Sons 151 Commercial Way Costa Mesa, California Haley Trucking Co., Inc. Box 286 Stanton, California Foster Sand & Gravel Co. 915 So. Harbor, RLIlertcn, Calif. 45 ton link belt crane and operator Equipment rental & materials Water truck rental Equipment rental $1,300.00 Amount $ 16,139.88 263,88 502.00 6,751.38 1,068.24 4,652.62 10,281.99 8,090.00 990.00 5,478.08 1,746.75 1,606.00 C STATEMENT OF CLAIM 1 2 TO City of Newport Beach, eotiaty of Orange, State of California: 13 Notice is hereby given that the undersigned claims to have 4 performed labor and furnished materials to City of Newport Beach, 5 California, upon a contract to Underground Conductors Corporation, 6 as follows: installation of reinforced concrete sheet piles. Said 7 Underground Conductors Corppration agreed to pay the undersigned as 8 follows: a total of $1,300.00 payable $1,170.00 on November 16, 9 1966, and the balance in the sum of $130.00 on January 1, 1967. The 10 undersigned furnished said materials and performed said labor up to 11 November 16, 1966. Said Underground Conductors Corporation has 12 refused and neglected to pay the undersigned as he had agreed to do. 13 There remains due and owing upon said agreement the sum of $1,300.00 14 for the materials and labor above described. 15 This claim is being filed before the expiration of the 16 period for filing for record of claims of lien. 17 DATED: March 17, 1967. 18 TRAUTWEIN pBROS., a partnership 19 BY 20 John'Trautwe m 2111STATE OF CALIFORNIA ) 22 COUNTY OF ORANGE ) ss. 23 I am a partner in the partnership known as Trautwein Bros., 2410 Newport Boulevard, Newport Beach, California; I have read the 24 foregoing Statement of Claim and know the contents thereof; and I certify that the same is true of my own knowledge, except as to 25 those matters which are therein stated upon my information or belief, and as to those matters I believe it to be true. 26 I certify , under penalty of perjury, that the foregoing is true and correct. 27 Executed on March 17, 1967 at Newport Beach, California. W. 29� o rautwein 30 l! tt% 32 �1. ;. / �y,� 4�vL6" W(%'� -tl/J. �! '. l� V ' �2 ✓� �j(.t w� lj n cm ATTOREY City Clerk SUMMONS AND COMA= NO. 905048 The attached Summons and Coplaint, Case No. 905048 in the Superior Court of the State of California for the County of Los Angeles, American Pipe and Constriction Canpany, Plaintiff, vs Underground Conductors, City of Newport Beach, etc., defendants, were served on me this data at 10 :45 A.M. Subject omiplaint is to be answered within thirty days. LL :ih Attached cc: City Manager Finance Director (Copy of Snm= ns and Coplaint attached) Pat Dunigan - Public Works Departuent NAME, ADDR YS. AND TELEPHONE NUMBER OF ATTORNEY(S) BROWN & BROWN 3b 10 Wii:;hiro boulevard Los Angeles, California 90005 DUnkirk 5 -5441 ArowiiYtsi FOR Plaintiff To the person served You are hereby served In the within action on Le served to c .F,; u... c+ the provisions of Codc cf ( : ;%:i ilro: cxtr. ❑ 3£8 (A's ac=inS: p::r!;)crs er ns..o.iates doing business under a ccan.7 on name.) ❑ 411 (as against a corporation) ❑ (YQU ARE ALSQ ) SERVED AS AN INDIVIDUAL.) SUPERIOR COURT OF THE STATE OF CALIFORNIA FOR THE COUNTY OF LOS ANGELES CASE NUMBER AMERICAN PIPE AND CONSTRUCTION CO., a corporation, 9LIm- 01'1_'F PLAINTIFF(S) VS UNDERGROUND CONDUCTORS, a corporation; CITY OF NEWPORT BEACH, a body politic; NATIONAL AUTOMOBILE AND CASUALTY INSURANCE CO., a corporation; JOHN DOES ONE TO TEN Inclusive, SUMMONS vas: DEFENDANT(S) a PEOPLE OF THE STATE OF CALIFORNIA to the above named Defeadart(s)c You are directed to appear in an action brought against you by the above named plaintiff(s) in the Superior Court of the State of California for the County of Los Angeles, and to answer the Complaint therein within ten days after the service on you of this Summons, if served within the County of Los Angeles, or within thirty days if served else- where, and you are notified that unless you appear and answer as above required, the plaintiff(s) will take judgment for any money or damages demanded in the Complaint, as arising upon contract, or will apply to the Court for any .other relief demanded in the Complaint. WILLIAM G. SHARP, County Clerk and Clerk of the Superior Court of the State of California for the County of Los Angeles Dated�l�Z % , 191P f By S,/ J. /L(, }eOSi--, Deputy (SEAL) (Space below for notice wlien required by Sec. 410, 474 C.C.P.) - APPEAf2A NCE: 'A defendant appears in an action when he answers, demurs, files a notice of motion to strike, or gives The plaintiff written notice of his appearance, or when an attorney gives notice of appear..: - !or him.' (Section 1014 Code f Civil Procedure.) Answers, demurrers and all other pleadings, must be in writing, in form p:,n ,.tuf t,. y court, ACCOMPANIED WITH THE NECESSARY FEE, and filed with the Clerk o/ ibis Court, and shouid be ucrompani,.a :.v proof of service of a copy thereof on plaintiff or his attorney. A pleading is a formal allegation of a claim or defense (Section 420 Code of Civil Procedure). It must be Typewritten or printed on legal size opaque white paper with numbered lines, bound at the top, numbered consecutively at the bottom. (Rule 201, Rules for the Superior Courts). iSe.. reverse side for Proof of Service) xn: C1 X67.111 SUMMONS 7959198— cae roe 1 2 3 4 5 6 7 8 9 10 11 12, 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 RM:clh #67.111 0 BROWN & BROWN ATTORNEYS AT LAW 3810 WILSHIRE BOULEVARD LOS ANGELES. CALIFORNIA 90006 DUNKIRK 6.6441 ATTORNEYS FOR PLAINTIFF • SUPERIOR COURT OF THE STATE OF CALIFORNIA FOR THE COUNTY OF LOS ANGELES AMERICAN PIPE AND CONSTRUCTION ) CO., a corporation, Plaintiff, VS. UNDERGROUND CONDUCTORS, a cor- poration; CITY OF NEWPORT BEACH, ) a body politic; NATIONAL AUTO - MOBILE AND CASUALTY INSURANCE ). CO., a corporation; JOHN DOES ONE TO TEN Inclusive, ) Defendants. ) NO. %0S 0�lf C O M P L A I N T (Enforcement of Notice to Withhold; Action on Labor and Material Bond) COMES NOW THE PLAINTIFF, AND FOR CAUSE OF ACTION AGAINST THE DEFENDANTS AND EACH OF THEM, COMPLAINS AND ALLEGES AS FOLLOWS: 1. The Defendants, JOHN DOES ONE TO TEN Inclusive, are sued herein under the foregoing fictitious names for the reason tha the Plaintiff does not now know their true names or capacities, but upon ascertaining same, Plaintiff will ask leave of Court to amend this complaint to insert herein their true names and capacities. 2. The Plaintiff, AMERICAN PIPE AND CONSTRUCTION CO., is a corporation organized and existing under aad by virtue of the laws of the State of Delaware and is authorized to do business in ,the State of California. The Defendants, UNDERGROUND CONDUCTORS - 1 i 1`! and NATIONAL AUTOMOBILE AND CASUALTY INSURANCE CO., are corporation. 2I The Defendant, CITY OF NEWPORT BEACH, is a body politic. i 4� 3. The agreement hereinafter referred to was entered into 5;i the City of Los Angeles, County of Los Angeles, State of 6 California. 7 8'' 4. The Plaintiff, at the oral instance and request of the 9 Defendant UNDERGROUND CONDUCTORS furnished materials to said Defend- 10 ant to be used in altering, improving, erecting, repairing and 11 constructing buildings and structures on the following described 12 land: 13 E1 Paso Drive - Irvine Park Terrace Storm Drain, 14 in the City of Newport Beach, County of Orange, 15 State of California. 16 17 5. The materials so furnished by Plaintiff consisted of 18 reinforced concrete pipe. The reasonable value of said materials 19 .so furnished and consumed is the sum of $36,845.96. Said materials 20 were furnished from on or about August 25, 1966, to on or about 21 December 13, 1966. 22 23 6 h P1 t'ff h d t th t f 24 25 26 27 28 29 30 31! T e a i as receive paymen in a amoun o $19,097.86; credit has been given for materials returned in the amount of $1,608.22, leaving a balance due Plaintiff of $16,139.88. 7. The Defendant, CITY OF NEWPORT BEACH, held and now holds a fund of money, which fund is to be uses, for the purpose of paying the construction costs or the costs arisjc,, zut of the construction of the aforementioned construction on the property set I forth in parac:.�h 4. / T 1 8. On or about December 13, 1966, Plaintiff delivered to 2 the Defendant, CITY OF NEWPORT BEACH, a notice pursuant to Sections •g 1190.1 and 1192.1 of the Code of Civil Procedure, which notice set i ,4i forth the dates of furnishing the materials, the name of the person G1 whom said materials were furnished, a description of the h 6 materials so furnished, the value of the materials furnished and a 7 description of the property upon which said materials were utilized. 8 9 9. There is now due to Plaintiff for the materials so 10 furnished, the sum of $16,139.88, and although demand has been made 11 upon the Defendants and each of them for the payment of said sum, 12 the Defendants and each of them have failed and refused and still 13 fail and refuse to pay said sum or any part thereof, and the whole 14 thereof is now due, owing and unpaid from Defendants to Plaintiff. 151 161j 10. Plaintiff is informed and believes and therefore 17 alleges that the work on the construction project was accepted by i 18 the public body on February 1, 1967. 19 20 11. The Defendant, UNDERGROUND CONDUCTORS, was the general 21 contractor for this construction project. 22 23 12. The Defendants and each of 'them claim some right, 24 title or interest in and to the fund now held by the Defendant, 25 CITY OF NEWPORT BEACH, and Plaintiff alleges that all of said 26 claims are inferior to the claim of the Plaintiff. 27 28 FOR A SECOND, FURTHER AND SEPARATE CAUSE OF ACTION AGAINST 29 THE DEFENDANTS AND EACH OF THEM, PLAINTIFF COMPLAINS AND ALLEGES. 30 31 13. Plaintiff repeats paragraphs 1, 2, 3, 4, 5, 6, :.9, 10 32 and 11 and makes them a part of this, its second cause of action, BROWN B BROWN ,noencn wt uw .%to w,yRR1{ at". M 3 A"OK"s BOOOB Br, ,I as though fully set out herein. i 3 -j 14. Prior to the date that Plaintiff furnished materials 4'i as aforesaid, the Defendant, CITY OF NEWPORT BEACH, entered into i 5�'': an agreement wherein and whereby the Defendant, UNDERGROUND ii 61 CONDUCTORS, agreed to construct the Irvine Park Terrace Storm 7p The said agreement, among other things, provided for the furnishing of the materials which were furnished by the Plaintiff. iJ' 10 15. Prior to the date upon which Plaintiff furnished the 11 materials as aforesaid, the Defendant, UNDERGROUND CONDUCTORS, as 12li principal and the Defendant, NATIONAL AUTOMOBILE AND CASUALTY 13i INSURANCE CO., as surety, did make, execute and deliver to the 141 CITY OF NEWPORT BEACH their certain undertaking and bond,-in i 151i, writing, duly approved and which said undertaking and bond provided, 16 in part, that if the principal failed to pay for any materials or 17 supplies used in, upon, for or about the performance of the work 18;, contracted to be done by them under the aforesaid agreement, or 191 ; pay for work or labor done therein of any kind or nature, that the 20 said surety would pay for same; said bond further provided that it 21 would enure to the benefit of all persons or corporations who 22 performed labor upon or furnished materials as aforesaid. 23 24 16. Said undertaking and bond further provided that in 25 the event suit was instituted to enforce the obligations thereunder, 26 that said surety promised and agreed to pay reasonable attorney's 27 fees to such claimant, and Plaintiff has been compelled to and has 28 retained the services of attorneys to institute the proceedings 29 herein. 1 30 31 WHEREFORE, Plaintiff prays for judgment against the 32 Defendants and each of them for the sum of $16,139.88 together with BROWN &BROWN .TT ORH.1. AT LAW 8810 WILSMIRC BLVD. Lai A.,XLQ 00008 I 4 383.8+49 3. ;'1 interest thereon at the rate of 7% per annum from December 13, 1966; 2� for an award of reasonable attorney's fees; for costs of suit; for I •3! a declaration that Plaintiff's claim is superior to that of the I! 41i other Defendants herein to the fund of money held by the Defendant, 5`,CITY OF NEWPORT BEACH; and for such other and further relief as to i'. 6;; the Court may be deemed meet and proper in the premises. i 711 8' 9 10 11 13, .t y,a , 17 ii 18 19 20 21 22 23 P4 '6 27j BROWN & BROWN By 5/ 7YlICY�Z�c2 RODN9Y MOSS Attorneys for Plaintiff 1 2 3 4 E 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 (VERIFICATION — 466, 2015.6 C. G P.) STATE OF CALIFORNIA l COUNTY OF LOS ANGELES I "` Iam the Assistant Secretary of American Pipe and Construction Co., a corporation, Plaintiff in the above entitled action; I have read the foregoing Complaint (Enforcement of Notice to withhold; Action on Labor and Material Bond) and know the contents thereof; and I certify that the same is true of my own knowledge, except as to those matters which are therein stated upon my information or belief, and as to those matters I believe it to be true. 1 certify (or declare), under penalty of perjury,* that the foregoing is true and correct. Exeeutedon February ' , 1967 at South Gate California (date) (place) S Signature V Otl\ J,h Jii:jVYl (PROOF OF SERVICE BY MAIL— 1013a, 2015.5 C. C. P.) STATE OF CALIFORNIA COUNTY OF LOS ANGELES es. 1 am a citizen of the United States and a resident of the county aforesaid; I am over the age of eighteen years and not a party to the within entitled action; my business address is: 3810 Wilshire Boulevard, Los Angeles, California 90005. on 19 1 served the within I on the in said action, by placing a true copy thereof enclosed in a sealed envelope with postage thereon fully prepaid, in the United Sams mail at above address, addressed as follows: 1 certify (or declare), under penalty of perjury,* that the foregoing is true and corrac:. Executed oa - -at Los Angeles, California. Signature *Both the verification and proof of service by moil forms, being signed under penalty of perjury, do not require notarizctivn. f f NOTICE (Public Body or Lender) m VERIFIED STATEMENT OF CLAIM OF AGAINST "eContractor: Underground Conductors Corporation Fowler Equipment, Tnc. , "claimant," a (:nrpnr•at'Lgr (Corporation /Patnerohip /Sole Proprietorship) furnished certain labor and /or materials used in that certain work of improvement situated in the City of City of Newport Beach , County of ORANGE State of California, known as: (name and address of profect or improoemertt)- That the said claimant sold and delivered to: Underground Conductors Corporation ( Subcontractor /Contractor /Owner - Builder) erecting or constructing said work of improvement or a portion thereof; the aforesaid labor and /or materials being, to wit: (describe material and labor in detail) Onerated Equipment Rental of a 20 ton Crane Total value of material/labor agreed to be furnished ...... ....... $ 263.88 Total value of material/labor actually furnished is .......... ................................ ....... $ 263,88 Credit for materials returned, if any ........... .................................................... - ..- ......- . - -.... $ Amount paid on account, if any ....... -.... ..... ................................... ................... ..........•.. $ Amount due after all just credits and off sets ....-.....-° ......... ...... - ............. ._--------••- ---•--- ---•--- $ 263.88 AND YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above described project to satisfy claimant's demand in the amount of $ 263.88 as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigftion, as provided by law. A bond 3s not attached. (No bond required on public jobs) (is /is not) Date March 3, 1967 Name of Claimant: Fowler Equipment, Inc. B (Firm^ Name) Y � Robert E. Welch, President (Official Capacity) Verification for Partnership or Sole Ownership STATE OF CALIFORNIA ) COUNTY OF )SS. (Claimant or Representative) being first duly sworn deposes and says that ---he is— (Owner, Partner or Agent) Of (Finn Name) named as claimant in the foregoing claim; that a has read said claim and knows the contents thereof, and that the facts therein stated are true. X (Signature of Afffart) Subscribed and sworn to before me this day of 19— Notary Stamp Verification for Corporation STATE OF CALIFORNIA COUNTY OF Orange Robert E. Welch (Claimant or Representative) being first duly swum deposes and says that —he Ls_ President (Official Capacity) of Fowler Equipment, Inc. (Exact Corporate Name) the corporation that executed the #o oing claim; that .— he makes this verification on behalf of said corpora- tion; that _he has read said claim and knows the coo- tents therm ,and that the facts therein stated are true. X 'eg;' �L -11 ftnaevre of AfNant) Subscribed and sworn to before me thin day of ;march 9 19_6 `.? I& YAL J. WAITERS f Notary ALT Notary State of California Stamp Principal.0ttice in 4 .. •(Wiije County My Commission Expires My Commission Exp' ..._ .. ...xDrres .� v , . .. 1969 ty n Original of above notice received this day BMDCA FORM a4 19_ r' NOTICE T City f Newport Beach Disasing Officer (PuW Body or Lender) TO WITHHOLD VERIFIl* STATEMENT OF CLAIM OF e Co. AGAINST Prime Contractor: Underground Conductors Corporation Subcontractor (if any) Owner or Public Body: City of Newport Beach Improvementknownas El Paseo Drive - Irvine Taw Park Storm Drain. Contract t 1033 in the City of Newport Beahh Cwt, of Orange State of California. Welch;s Coastal Concrete Co, corporation "claimant," a (Corporation /Partnership /Sole Proprietorship) furnished certain labor and /or materials used in that certain work of improvement situated in the City of Newport Beach County of Orange State of California known as: (name and address of profectOgr3improvement) El Paseo Drive Irvine Ten Bark Storm Drain, Contrae ## 11 jj That the said claimant sold and ( Subcontractor /Contractor /Owner- Builder) erecting or constructing said work of improvement or a portion thereof; the aforesaid labor and /or materials being, to wit: (describe material and labor in detail) Ready Mixed Concrete Total value of material /labor agreed to be furnished ...... ....... $ 640-20 Total value of material/labor actually furnished is .. ... ............... ...... -.......... - ...... $ 846.56 Credit for materials returned, if any ........... ..................................................... - ..- ......- ....... $ Amount paid on account, if any.................. ........ ...... ...... ... .-------•--- ......•--------- ---------- ••-- $ Amount due after all just credits and off sets.--.....- ...... ... .... .......- ........-- .... -. •• -_- $ 846.56 AND YOU ARE HEREBY NOTIFIED to withhold sufficien • 56 nts held by you on the above described project to satisfy claimant's demand in the amount of $ as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigations provided bylaw. A bond s no attached, (No bond required on public jobs) ia not) Date March 3, 1967 Name of Claimant: Verification for Partnership or Sole Ownership STATE OF CALIFORNIA ) COUNTY OF )SS. (Claimant or Representative) being first duly sworn c ,poses and says that —re is (Oamer, Partner or Agent) Of (Firm Name) named as claimant in the foregoing claim; that --I; has read said claim and knows the contents thereof, and that the facts therein stated are true. (Signature of AfRant) Subscribed and sworn to before me tht, day of 19_ Weellcph;_ Coastal Concrete Co- , W1 Robert �I) Robert E. Welch, President (Official Capacity) Verification for Corporation STATE OF CALIFORNIA COUNTY OF SS. Orange I Robert E. Welch (Claimant or Representative) being first duly sworn deposes and says that h is Vice President ((Official Capacity) Of Welch's Coastal Concrete Co. (Enact Corporate Name) the corporation that executed the foregoing claim; tbat —he makes this verification cut behalf of said corpora- tion; that —he has read said claim and knows the con- tents therec,4 and that the facts therein stated are true. (signature of AfJtant) Subscribed and sworn to >rgforo me tht. day of -: Mateo, 4 . , 19-67- - ..... ..r.r...uu......uuuonuq •' VAL J. WAITERS C Notary Public Notary Notary m State of California Stamp Stamp Principal roffice In Orange County My commission Expires My Commission Expires VAL J. WALTER Original of above notice received this day of 19- BMDCA FORM #V 3, 1969 BATCHELOR, COHEN, ❑STER a DOSTAL .:. _. JAMES n, BATCHELOR ATTORNEYS AT LAW > TELEPHONES MELVIN F. COHEN TENTH AND ROSS BUILDING 543 -8ali ROBERT M.OSTER 444 WEST TENTH STREET ;'N,j 543 -9411 MILAN M- OOSTAL SANTA ANA, CALIFORNIA 92401 o j. February 21, 1967 CERTIFIED MAIL City Council of Newport Beach City Hall Newport Beach, California Controller or Treasurer of the City of Newport Beach City Hall, Newport Beach, California Underground Conductors Corp. National Automobile and Casualty 3007 Enterprise Street Insurance Company Costa Mesa, California 639 South Spring Los Angeles, California Gentlemen: This office is counsel for French Equipment Rentals. Enclosed please find a Stop Notice and Notice on Payment Bond. We trust that payment can be made immediately so that we can avoid the necessity of filing an action to enforce our client's rights. If you need anything further in this respect, please advise this office. Very truly yours, BATCHELOR, COHEN, ,OSJTER/ & �DOOSST�AL BY: 1 , `�G�&:,, Robert M. Oster RMO:bt Encl: Stop Notice 0 0 STOP NOTICE AND NOTICE ON PAYMENT BOND TO: City Council of the City of Newport Beach, California City Hall Newport Beach, California TO: Controller or Treasurer of the City of Newport Beach City Hall Newport Beach, California TO: Underground Conductors Corp. 3007 Enterprise Street Costa Mesa, California T0: National Automobile and Casualty Insurance Company 639 South Spring Los Angeles, California Bond #213815 YOU, AND EACH OF YOU, ARE HEREBY NOTIFIED that the undersigned, FRENCH EQUIPMENT RENTALS, a corporation, furnished labor and rental of equipment consisting of backhoe rental to UNDERGROUND CONDUCTORS CORP., to be used and actually used in that certain public work consisting of EL PASEO DRIVE- IRVINE TERRACE PARK NEWPORT BEACH, CALIFORNIA, # 1033 pursuant to that certain contract made between the CITY OF NEWPORT BEACH, CALIFORNIA, and UNDERGROUND CONDUCTORS CORP., for the aforesaid public work of improvement, and which is and was the whole of said labor and rental agreed to be furnished by claimant. That the contract price of said labor and rental was in the sum of $502.00, and said sum was and is the reasonable value thereof; that nothing has been paid nor credited on said amount; and that there is now due, owing and unpaid to claimant, for and. on account thereof, the sum of $502.00, in lawful money of the United States, after deducting all just credits and offsets, and the same has not been paid. • • That said labor and rental of equipment, being the 1 whole agreed to be furnished by the claimant, were furnished within ninety (90) days prior to this date. WHEREFORE, in addition to giving notice of the claim of the undersigned, the undersigned claims the benefit of the law given to laborers and materialmen under and by virtue of the provisions of Chapter II, Title IV, Part III of the Code of Civil Procedure of the State of California, and Chapter III, Division V, Title I of the Government Code of the State of California, and any amendments thereof, and prays that you withhold from said original contractor, UNDERGROUND CONDUCTORS CORP., sufficient money that may be due it or that may become due it for said work to answer and pay the amount of this claim, to wit, $502.00. Dated: February 21, 1967. FRENCH EQUIPMENT RENTALS BY: DALE SCOTT, President -2- 0 VERIFICATION CORPORATE OFFICER STATE OF CALIFORNIA ) ss. COUNTY OF ORANGE ) 0 DALE SCOTT, being first duly sworn, deposes and says that he is the President of FRENCH EQUIPMENT RENTALS, named as claimant in the foregoing claim of lien; that he is authorized to make this verification for and on behalf of said corporation; that he has read the same and knows the contents thereof; that the same is true of his own knowledge; and that it contains, among other things, a correct statement of claimant's demand after deducting all just credits and offsets. DALE SCOTT Subscribed and sworn to before me this 221st� day of February, 1967. �C�J�2a�� C� • �� Notary Public in and for the said State and County I ....................RCgFf ^,,,: C• OSs2R. >... -.3 °•:M�'; I'ucdi 1 STOP NOTICP AND NOTICE ON PAYMENT BOND TO: City Council of the City of Newport Beach, California city Hz].) Newport Beach, California TO. Controller or Treasurer of the City of Newport Beach City Hall Newport Beach, California TOs Underground Conductors Corp. 3007 Enterprise Stzeet Costa Mesa, California TOa National Automobile and Casualty Insurance Company 639 Svith Spring :cos Angeles, caiifcrnia Bond #213815 YOU, AND EACH OF YOU, ARE HEREBY NOTIFIED that the undersigned, FRENCH EQUIPMENT RENTALS, a corporation, furnished labor and rental of equipment consisting of backhoe rental to UNDERGROUND CONDUCTORS CORP., to be used and actually used in that certain Public work consisting of EL PASEO DRIVE - IRVINE TERRACE PARK NEE-PORT BEACH, CALIFORNIA, # 1033 pursuant to that certain contract i.Aade between the CITY OF NEWPORT BEACH, CALIFORNIA, and UNDEPGROUND CONDUCTORS CORP., for the aforesaid public work of improvement, are which is and was the whole of saic'. labor and rental agreed to ae furnished by claimant. That the contract price of said labor and rental was in the sum of $502.00, and said sum was and is the reasonable value thereoft that nothing has been paid nor credited on said amount] and that there is now Cue, owing and unpaid to claimant, for and on account thereof, the su.a of $502.00, in lawful money of the United States, after deducting all just credits and offsets, and the sane has not been paid. r��b ..d' • • That said labor anO. rental of equipment, being the whole agreed to be furnished by the claimant, were furnished i within ninety (9) days prior to this Fate. %WREFORE, iii addition to giving notice of the claim of tho �!ndersigned, the undersigned claims the benefit of the law given to laborers aaC i,aterialmen under and by virtue of the provisions of Chapter 11, Title. IV, Part III of the Code oz: civil Procedure of the State o:: California, and Chapter III, Division V, Title I of the Gocer; ae.?; Code of the State of California, and any amendments thereof, and prays that you withhold from said original contru.:tor, U1-4 ERGRO1JN]D CONDUCTORS CORD„ sufficient money that mad be zae t or that may become Cue it for said work to answer and pay the mount of this claim, to wit, $502.00. Dateds Pebruary 21, 1967. F"NCH EQUIP AXI NT RENTALS BY: .7 . DALE SCOTT, President -2- JEFIFICATIO *,I 6-j -ITITI-7-17N V. • •.'. STATE OF CALIFORNIA ) sa. C^JUNTY OF ORANGE ) DALE SCOTT, being first c =uly sworn, deposes and says that he is the President of FRENCH EQUIPIKENT RENTALS, named as claimant in the foregoing claim of lien, that he is authorized to make this verification for and on behalf of said corporations that he has read the same and knows the contents thereof; that the Bars is txUe of his own knowledger and that it contains, among other things, a correct statement of claimant's demand after de,5ucting all jast credits and offsets. DALE SCOTT Subscribed and sworn to before erne this 21st day of February, 1967. RrTE27 M. ASTER My CcM n7ssio:: Notary Public in and for the said State and Co ntv, s .................... ..... F.n.....^..... -, R Rl In i 0 �J BATCHELOR, COHEN, OSTER & DOSTAL JAMES K. BATCHELOR ATTORNEYS AT LAW MELVIN F. COHEN TENTH AND ROSS BJILOING ROBERT M. OSTER 444 WEST TENTH STREET MILAN M.DOSTAL SANTA ANA, CALIFORNIA 92701 February 21, 1967 CERTIFIED MAIL Messrs. Cliff and Vern Houser 9301 Central Garden Grove, California Messrs. Cliff and Vern: Houser 16222 Monterey Lane Huntington Beach, California Underground Conductors Corp. TELCPNONES (714) S43 -0411 I]I4; 543 -849] 3007 Enterprise Street y_ Costa Mesa, California Gentlemen: <. This office is counsel for French Equipment Rentals. Enclosed herewith to each of you is a Pre -Lien Notice. Our client would like to have a payment immediately of the sums curing to it and to avoid the necessity of filing a claim of lien upon the property and foreclosing the lien with the attendant costs involved. We would appreciate your cooperation in getting the out- standing obligation paid at the earliest possible moment. Very truly yours, BATCHELOR, COHEN, OSTER & DOSTAL BYz6�6�-A - Robert M. Oster RMO:bt Encl: Pre -Lien Notice 0 STOP NOTICE February 10, 1967 City of Newport Beach Office of Controller 3300 Newport Newport Beach, California Re: Construction at E1 Paseo Drive and Bayside Drive, Irvine Terrace; Storm Drain General Contractor: Underground Conductors Corporation Subcontractor: L.B. Penhall Company, Inca NOTICE IS HEREBY GIVEN that the undersigned from August 1, 1966 to December 28, 1966 did supply you with labor and materials at the request of Underground Conductors Corporation, located at 3007 Enterprise Street, Costa Mesa, California, the contractor employed by you in the construction of that certain structure and/ or improvement situated at E1 Paseo Drive and Bayside Drive, and Irvine Terrace Storm Drain, City of Newport Beach, California of which you are the reputed owner. The following is a statement, in general terms, of the amount of labor and materials furnished: Date Invoice No..,1 — ep9 rre -�24E August 26, 1966 35993 October 28, 1966 1864 November 17, 1966 1056 TOTAL CHARGES TOTAL CREDITS Charges Pik... 1600.00 1750.00 4201.38 nnII i3.3i ry , -, 7551. "S BALANCE DUE AND PAYABLE The above - described labor was performed upon and the materials were used in the construction of the above - described structure and /or improvements at the request of Underground Conductors Corporation. The amount in value of that already furnished is $7551.33 and the amount in value of the whole agreed to be furnished is $7551.38 . Underground Conductors Corporation, as contractor, promised and agreed to pay the undersigned the sums as appear upon the mentioned invoices after the invoices were rendered. The contractor has paid y.Fa'^,..or., to claimant, leaving a balance now due of $ 6751.38, this amount is due over and above all pay- ments and offsets. You are hereby notified to withhold from Under -round Conductors Corporation, the contractor, the sum of ;6751.38 Atto ney for Claimant Claima Daniel W. Ho enlw l_ HOLDEN, HOLDEN & HUARTE A 136 West Whiting, Suite B Fullerton, California 1 l VERIFICATION — 446, 2015.5 C. C. P.) STATE OF CALIFORNIA 2I COUNTY OF Orange 3I I am the— claimant -- -- `- -. - - -- - - -- i, I 5;1 in the ahove <v !;tic,: action; 1 have read the foregoing Stop Notice 6' 7 and know the contents thereof: and I certify that the same is true of my own knowledge, except as to those matters which we therein stared upon my information or belief. and as to those matters 1 believe it to be true. 11 1 certify (or declare). under penalty of perjury,* that the foregoing is true and correct. 12i Executed on__.._— February 1967 Fullerton California date; L.B. I LL(toe) By �i Signature LJ, �I ii 7 i PROOF OF SERVICE BY :MAM -- 1013a, 2015.5 C. C. P. i _ r STATE OF CALIFORNIA COUNTY OF }ss. i 111 I am a citizen of the United States and a resident of the county aforesaid; I am over the age of eighteen years and not a party to the within entitled action: my business address is: 2C 19__._. —_ I served the within—__. ____.. ....__ —_ —.. .... i 4 J � on the ------- In said action, by placing a Ira, copy thereof enclosed in a .sealed taeelope with postag,; thereon /ally prepaid, in the 24 ;; United States ninil at_.____ ...____— __._— ._._. —.. _. ._.— ._._._.___.._�__._ __.. ....._. _.. - -_ addressed as follows: 25j c 26 ; 27� 29 1 certify (or declare), under penalty of perjury,* that the foregoing is true and correct. Executed on_.— _____ ...... California (date) (place) j 32 Signature 'I *Both the verification and proof of service by mail forms, being signed under penalty of perjury, do not require notarization. R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 To: PUBLIC DISBURSING OFFICER CITY OF NEWPORT BEACH City Hall 3300 Newport Newport Beach, California PLEASE TALE NOTICE that the undersigned has performed labor i and furnished material to UNDERGROUND CONDUCTORS, INC., general contractor on the work of improvement in progress or being com- pleted on your property in the city of Newport Beach, State of California, more particularly known as "E1 Paseo Storm Drain Pro- ject", being contract No. 1033. The undersigned has furnished warning devices and equipment, together with maintenance thereof, 1 on said premises to UNDERGROUND CONDUCTORS, INC., the general con- tractor, which have been used on said premises, And the amount and value of the work already done, work and services furnished, already, completed, is the sum of $1,068.24, and the amount agreed to be done was the amount of $1,068.24, and the undersigned hereby re- quests and demands of you that you withhold funds in said amount from said UNDERGROUND CONDUCTORS, INC. No payments have been made to the undersigned upon the work herein described. SIGNAL, FLASH COMPANY, a cod por4t ion " Ar ur W. Gray, Jr/., Attorney 914 W. Lincoln J(� Anaheim, California 92805 STATE OF CALIFORNIA ss. County of Orange ) ARTHUR W. GRAY, JR., being sworn, says: That he is one of the attorneys for the claimant in the foregoing stop notice; that he has read the foregoing Stop Notice, and knows the contents thereof; that the same is true of his own knowledge except as to the matters which are therein stated on his -1- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3o 31 32 0 • information or belief, and as to those ?Clatters, that he believes it to be true. J Subscribed and sworn to before me this :'O day of February, 1967. Notary Public in and for:`s.A d County and State. -2- i RENTAL INVOICE Signal-.Flash Company WAN LING SIGNS BARRICADES TRAFFIC SAFETY PV.NNINS I TOR RAYMOND WAY ANAHEIM, CALIFORNIA 92801 IZ1EI 871.2221 ?: - - - L UtleP r2)round C011EILIC tors I,?1G. r L Costa Mess Ciliffirnia O 1 iN4010E O.4T& NIL�V•.G {r(Nl(1U Mf�I!•ihGi f1 :. • /Mfl YJP /� OlVVV l.VN� /,. 1 "LP5T ' BAT ENGC OEV rvfPIES N(YU N+5 GUNN4 )41 UA ANCt j ;L :Tae XS -- !"t. U51i J ,f'E{ICL EN 1 E N6)FJN y APPROACH SIGN - - _ .. 5 ]i 1l.riU BARRICADE. STANDARD' '(t!li ,14 ETV, li• 2 Q BARRIER. COMPLETE .. DELINEATOR 'l..':,P(I •t�a7 .�)� ' LIGHT ONLY .. STATE SIGN ONLY f? , ! 1; • �� FI SIGN ON`J,. STAND h SIGN ON a3 STAND -SIGN ON z:4 STAND, i 'N'�:i Thp USE column'IS computed'by'mnlriplying number. o Units AtL <,l RVICL CHARD , °.r`' used by number of days used. Rental dares are noted NF-T 30 r)A'f+ Delivery and Return tickets. TOTAL INVOICE i • RENTAL INVOICE t Signal -Flash Company . } WARNING SIGNS BARRICADES TRAHIC SAE[IY PLANNING I1 U8 RAYMOND WAY ANAHEIM. CALI f ORNIA '01101 (714) 871,2224 L Vnderprovirid Gonduefit,ra Dnc., L, 900 7 'Ence►prlse 52.E I01:s lial$bar .I\ Costa Mesa Cal If. ' ::.u�ce 11/22/66 �— 10/25 0111.1 11/)0 U�2yu ve OlLVENifS H¢TJRh CUXIiENi IT LM USE APR ENiEN$ICIN- tlel AhiE BAL,NIk =GG! —. APPROACH SIGN 1I 11 0 1{ 0 BARRICADE. STANDARD 66 ila 9.52 BARRIER. COMPLETE .. DELINEATOR I . LIGHT ONLY IJ STATE SIGN ONLY + SIGN ON =1 STAND l+j SIGN ON a3 STAND :. SIGN ON ;4 STAND ' ' <i; .41.1 • � 7. ' a a r.: i L, OBE column Is computed by mulhplylnq nu;nber of unit AL 1 1) Er. CE CHAk(_,C v d by number of days used. Rnnml dams are noted on Dphv�ry and Return t{cb.ots. TOTAL INVOICE NET 30 1DAYS e-A RENTAL INVOICE Signal - )'lash Company WARNING SIGNS BARRICADES IRAFfIC SAFETY RUNNING 1 108 RAYMOND WAY ANAHEIM, CALIFORNIA 9?.801 (7 14) 871.2224 L PU;V!nrr -i L USE PRICE EXTIN410ti (,1 i 0 APPROACH SIGN 23 .1;5 17-25 If BARRICADE. STANDARD 3!3 .11i 5:.22 BARRIER COMPLETE DELINEATOR LIGHT ONLY STATE SIGN ONLY SIGN ON aI STAND SIGN ON r3 STAND SIGN ON &4 STAND Tht, USE c,)Ih-i,w is cornpuled by ;iw)I;p1vwg v n0s F. A R G, E by w)nibr.,r of days us�-.J, R,!nfai up. noic'i on P. fiv-,ry pwl Rptwn Iicl� fs. TOTAL INVOICE NET 30 0,� 7- v- RENTAL INVOICE Sig. ;al -Flash Company r. 1'J.; J E3 WARNING SIGNS DARRICAUFS IRAFFIC SAFETY PIANNING 1108 RAYMOND WAY • ANAHEIM, CALIFORNIA 92101 ( 7 14) 871.2251 L pnecrgrot:.Mj Cewlct4:lors L Y,Q7 ,;A'Stn tin.Fe, C111firnia 921 ";12S t Tu 2 08156 of P J. ra LIGHT ONLY STATE SIGN ONLY SIGN ON =1 STAND SIGN ON =3 STAND SIGN ON z4 STAND Bayniem r El Usk lid PR! ck. EXIEN511,lN :1.00 120 J I�Vl "Ell", IETUA-S 7 L M IAN APPROACH SIGN BARRICADE STANDARD 2 BARRIER COMPLETE DELINEATOR P J. ra LIGHT ONLY STATE SIGN ONLY SIGN ON =1 STAND SIGN ON =3 STAND SIGN ON z4 STAND Bayniem r El Usk lid PR! ck. EXIEN511,lN :1.00 i T UH ckirnn is computed by multiplying nunii;ei, of units ALL SF RVICE , HAR erd by number of days used. Rental date,, are noted Delivery ar-ld Return ficl,vts. F TOTAL INVOICE NET 3o r A f S 120 J 101.00 .25 20.75 i T UH ckirnn is computed by multiplying nunii;ei, of units ALL SF RVICE , HAR erd by number of days used. Rental date,, are noted Delivery ar-ld Return ficl,vts. F TOTAL INVOICE NET 3o r A f S RENTAL INVOICE Signal -Flash Company WARNING SIGHS BARRICADES TRAFFIC SAFETY PLANNING 1109 RAYMOND WAY • ANAHEIM, C.ALI FORNIA 97X01 17191 821 2221 L Undarr(1UItd L - 3007 Enterprise Costa hlrsa, Cal lforni® 101 t Malabar - NVOICf DAT! ` - - -�_ r r Pr ....... --- - i r Si2iJ66 8/21/ thru 9/2$ 0$96 LA I NALANCf OFLNERrflS PFTURNS CVFRENT B.LANCA I T L MP ^� USL frRICE EAT ENSIGN APPROACH SIGN 28 74 i l .00 l i O if BARRICADE.. STANDARD 42J ifi $6.iio BARRIER. COMPLETE DELINEATOR LIGHT ONLY . - STATE SIGN ONLY - SIGN ON= I STAND i SIGN ON m3 STAND SIGN ON r4 STAND 1 0 i The USE column is computed by - multiplying number of units used by number of days used. Rental dates are noted on Delivery and Return tickets. ALL_ S[RVICE CHARGES TOTAL INVOICE NET 30 DAYS I �•_•'�� ignai -Flash Company 1109 RAYMOND WAY ANAHEIM, CALIFORNIA 0780) (714) oil 2274 L I,)ndrrgroun(I Conductors . an0„07': Ce rT tlsp In )?4 =;i, CAI iFOfp 1A - RENTAL INVOICE n r r . . •7 WANNING $10N3 • UARRICAOES • TRATFic SAFETY Pl &,o NG 1 ' V VOICE OATf. all I .N6 n[plpfl NCf (OCNa • Y' M. r.UMeRM1 pYRCNn {C ORDCO M1VMO[ ^5l�6 i3J ?[, tnPu �3J2S 08156 ':. = —� L wST NwCwnr e. UEoVCAIF.s REWRI.� Cu NNErvT eu.wNCE I T t m• V9C' nRIC!', frT[NeWN 4 APPROACH SIGN 124 .7J 33.0!) j!i h Q 10 BARRICADE. STANDARD. 30 .Ili 113•t'J .V. 2 BARRIER. COMPLETE fit I.00 62.0(i 35 DELINEATOR 105 .vL 97 ('1;' LIGHT ONLY 4 STATE SIGN ON I.a4 •1) �f:•�'!1 I ,? f 1 [i . j SIGN ON =1 STAND rjJ .25 223.24 IJ I J !1 SIGN ON a3 STAND 121,• S6 2.0 SIGN.ON >:4 BTAND. The USE column is computed by multiplying number n[ units ALL SL RVICE. CHANGES used by number of days used. P.nntal dates are noted on ' TOTAL INVOICE NF'T 3o DAi f; - fir'' _1 •_y w p�lery and Return ticl r,ts. t Signal -Flash Company 1108 RAYMOND WAY ANAHEIM, CALIFORNIA 97801 (1141 871 2224 L.Undnrground Cooduttors 3607 Enterpi lso t Costa rise, C01f. RENTAL INVOICE - A: r:d WARNING SIGNS • BARRICADES • TRAFFIC SAFETY PIANNING �._.. __ NvoicE uAlE nn.• ar. ern n[ _— _ _ c rni ncF F^n•r r .• 7- %:S- h -2G 711ra 7 -2; 'ALAIT An:.F DF U': EFit`. nlTU qNS BALANC'F. t E M USE PRICE ESTENSION r' ' APPROACH SIGN 103 14 111.1,2 BARRICADE STANDARD BARRIER. COMPLETE DELINEATOR LIGHT ONLY I STATE SIGN ONLY SIGN ON _1 STAND SIGN ON c3 STAND SIGN ON .A STAND I i column is computed by multiplying 2 tT� _— .._., hF` USE nLUnher of units AI.I c ERVICE CHARCL ,i<od by number of days used. Rental dates are noted on ___... �...__ _....._. NET a0 nnvF I C f� n,,� ;.•,... �,,I Antnrn tirknt5. TOTAL INVOICE RENTAL INVOICE . Signal -Flash Company; • 25`;97 WARNI NO SIGNS BARRICADES • IRAHIC SAFETY MARRING 1106 RAYMOND WAY ANAHEIM, CALIFORNIA 97801 (714) 6)1'2274 L Untserground CDnductiYrs L 3007 Enternpiv, 9aysidt &.E1 Pasoo CONta Flaw, .Callfarr.laF BARRIER. COMPLETE DELINEATOR LIGHT ONLY STATE SIGN ONLY SIGN ON =1 STAND SIGN ON _3 STAND SIGN ON ::n STAND ThP USE column is computed by multiplying number of units used by number of days used. Rental dates are noted on In..• ,.,. , +1 -I P.�L nn +IrL..+ta ALI.. SERVICE CHAkC,LS TOTAL INVOICE NET 3 D nAYS 1l.i& I INVOICE DAT4 0111 1.1b - 14.01, Yfl 4 .t1 1 .'IM81. 1- 1�1• i -25 -64 6 -15 thru 6- 25 0$155 • LASt , OEIIVER�E4. RETURNS CURRFN1 T t 14, USE PRICE F. %TENSION B ALANCE ,. APPROACH SIGN . 14 Fj kp BARRICADE'. STANDARD.? I BARRIER. COMPLETE DELINEATOR LIGHT ONLY STATE SIGN ONLY SIGN ON =1 STAND SIGN ON _3 STAND SIGN ON ::n STAND ThP USE column is computed by multiplying number of units used by number of days used. Rental dates are noted on In..• ,.,. , +1 -I P.�L nn +IrL..+ta ALI.. SERVICE CHAkC,LS TOTAL INVOICE NET 3 D nAYS 1l.i& de - A r� NOTICE City of Newport Beach — Public Works Depa S TO (Public Body or Landw) TO WITHHOLD AND VERIFIED STATEMENT OF CLAIM OF AGAINST Prime Contractor: Underground Conductors Subcontractor (if Owner or Public Improvement knt p CRY CUU".A DEC i. 19660' CITY OF SPORT BEACH, 1 corpore- the in the City of Newport Beach County Orange State of California. American Pipe and Construction Company - claimant ", Corporation (Corporation /Partnership /Sole Proprietorship) furnished certain labor and /or materials used in that certain work of improvement situated in the City of- Newport Beach , County of Orange State of California, known as: (name and address of ojeet or improvement) El Paso Drive — Irvine Park Terrace Strom Drain That the said claimant sold and delivered to: Underground Conductors (Subcontractor /Contractor /Owner - Builder) erecting or constructing said work of improvement or a portion thereof; the aforesaid labor and /or materials being, to wit: (describe material and labor in detail) Reinforced Concrete Pipe Total value of material/labor agreed to be furnished ...... _ ..... _ $ o a t L.3 /. /'I Total value of materiaVlabor actually furnished is ...... .......................................... ....... $ 36,845.96 Credit for materials returned, if any ........... _ ... .................................. . ........ .......... ........ 1,608.22 Amount paid on account, if any ................. .... ..._ ...... 19 '09 7. 86 Amount due after all just credits and offsets.............................. _ .............. _.._... .... ............... $ 16o139.88 AND YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above, described project to satisfy claimants demand in the amount of $ 16a 139.88 as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigation as provided by law. A bond s not attached, (No bond required on public jobs) (is /is not) Date December 16. 19 66 Name of Claimant: Verification for Partnership or Sole Ownership STATE OF CALIFORNIA COUNTY OF SS. (Claimant or Representative) being first duly sworn crposes and says that —he is— (Owner, Partner or Agent) Of (Firm Name) named as claimant in the foregoing claim: that use has read said claim and tmows the contents thereof, and that the facts therein stated are true. (Signature of Afftant) Subscribed and sworn to before me this day of 19_ Notary Stamp My Commission Expires American Pipe and ns ction om any By ohn Sweene Assistant §!�cyetarV (060 Capacity) Verification for Corporation )) STATE CALIFORNIA COUNTY OF )SS. Los Angeles l) John Sweeney ) being first duly (Claimant deppos� and ys that _he the Assistant Secretary (Of fWal Capacity) of American Pipe and Construction Co. (Exact Corporate Name) to Of ot are true. true. Is! &W for fhe County of Los Anoo(es, Slate of Califorft l Notary Stamp MY Commission Expires '^. � 1y%f1 Original of above notice received this day of 19_ F, RECORDING REQUESTED BY WHEN RECORDED MAIL M r � Name. steel Addma M& L J (SPACE ABOVE THIS LINE FOR RECORDER'S USE) NOTICE TO WITHHOLD NOTICE TO OWNER OF MA17 AI S FURNISHED OR LABOR PERFORMED To City of Newport Beach, County of Orange, State of California or NoTCCS is HEaEex Gry performed labor UNDER GROUND EN, That the undersigned has {furnished materials for CONDUCTORS CORPORATION your contractor, in the repair, construction, or alteration of that IRVINE TERRACE PARH7 EL PASO DRIVE certain structure or improvement situated on Lot_ , as per Map recorded in Book at page of Maps, Miscellaneous Records, in the office of the County Recorder of County, State of California, which said lot is further described as being Number in the City of Noygnrt Ranch said State and County. The following is a statement, in general terms, of amount of labor: {kinds of materials: Contract Noe 1033 Furnished between the 16th day of August 19—" the 25th October 66 day of 1 of the reasonable market value of Seven thousand one hundred fifty -two and 62/1004 per our or oad -) Dollars, at the agreed at rate ol $21.00 siesta of $16.50 per hour for # 922($loader ) Dollars 6 The amount in value of that already furnished is ($7152.92 ) Dollars, and the amount in value of the whole agreed to be furnished ;. Seven thous and one hundred fifty —two and 62/100 ($ 7152.62 ) Dom There has been a credit of $ 2500.00 leaving a balance of $ 46 52 _ 62 And you are hereby notified to WITHHOLD from said contractor sufficient money to answer the foregoing claim, and any lien that may be filed therefor for record under chapter two, title four, part three, of the California Code of Civil Procedure. a EDGAR I. CIPSTER .STATE OF CAMFORNrA, RIP 7% County of Orange EDGAR I. CHESTER TiUTPM7txT AND i.eunu RrrowrctrmD C being duly sworu, says that he is the claimant In the foregoing notice to the owner of 1 materials furnished that he has read the same, knows the contents thasof and the same is true of his own knowledge. �1 S[rsarnmsn AND Savona to before me thtl 16th day of December 1s66 cFAT, r ( ?, fONA H ENFIETT ? EDNA TI, STFN7 ;ETT. Notary Public, r t AUFORNIA mm- - NO iR n'l CEp f 1I� 1C IN € vCC i� tfOt�B�I$tjAG% NGE cOUN7V 4225 West Commonwealth, Fullerton, Calif. e L...........,........ ,....... O. WITHHOLD Thh dendard fdr O0A0 malt and 7mtllml is the A old 6,9-t.d. BeEm 7m mad k, OR in an tdtail, Iewr "4 -#ay. Y•ea and maL dusm 20 mnndl Crook lnwfr 9 =s pmpw raax a 7aa doubt Ib aWIn far 11av sa®ww 0 f GRANT & POPOVICH IRVIN GRANT ATTORNEYS AT LAW GEORGE J,POPOVICH 8654 WILSHIRE BOULEVARD EV ERETT W. MAGUIRE BEVERLY HILLS, CALIFORNIA 90211 EUGENE B.SHAPIRO TELEPHONE 655 -6663 RICARCO A.TORRES December 7, 1966 City Clerk City of Newport Beach City Hall Newport Beach, California Attention: Dept. of Public Works Re: E1 Paseo Drive - Irvin Terrace Park - storm drain project - Contract No. C -1033 Dear Sir: It would be appreciated if you would furnish us wity a copy of the labor and material bond issued by National Automobile and Casualty Insurance Co. for the above described project. We will remit a check for the furnishing of the above bond. `f // z', - i IG:bk Very truly yours, &f IPOPOVVIICH Irvin Grant RECEIVED; -DEC Q 6- 1. s_�1W STOP NOTICE PURSUANT TO CODh'OF CIVIL PROCEDURE §1190.1 TO: CITY OF NEWPORT BEACH t6� CITY HALL NEWPORT BEACH, CALIFORNIA 4 Pursuant to the provisions of Code of Civil Proce §1190.1, you are hereby notified to withhold funds due to RECEIVED Z CITY CLERK [.)Fr. C, 19660, CITY OF NEW oRt BEACH, CALIF. UNDERGROUND CONDUCTOR CORP. , the prime contractor upon the following described construction project: Construction of E1 Paseo Drive - Irvine Terrace Park - storm drain Contract No. C -1033 The following information is furnished:. 1. Name and address of claimant: Chas. J. Rounds Co. 1190 West Gladstone Avenue Azusa, California 91703 2. Claimant has furnished the following items for use upon the above described project: Equipment rental on fully operated basis and transportation in connection therewith 3. Name of party to whom furnished: Underground Conductor Corp. 3007 Enterprise Costa Mesa, California 92692 4. Amount in value of items already furnished: $10,281.99 5. Amount in value agreed to be furnished: $10,281.99 6. Balance owed to claimant at this time: $10,281.99 It is requested that there be withheld from funds now due, or which may become due, to the prime contractor an amount sufficient to satisfy the demand of claimant as set forth herein and for the reasonable cost of any litigation as provided by Code of Civil Pro- cedure §1190.1(c). GRANT & POPOVICH, Attorneys for Chas. J. Rounds Co., Claimant B . _ Y TO 449 C (In,ividual) STATE OF CALIFORNIA l COUNTY OF LOS ANGELES 111 On December 7 , 1966 before me, the ' IRVIN GRANT a ml State, erecnally appeared W Gp Po ovic attorneys fl UMMS CO. x J a to be the person � whose name 18 subscribed m to the within instrument and acknowledged that hp executed the same. WITNESS my band an cial seal. ^ Signatures Bernice I. Kahl Name (Typed or Printed) 0 in and for said I of J. _. known to me n 13ERNICE I. KAHL yM NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY (Thin area tar omoial WOW $cal) MA FORREST A. BETTS 1097-1961 JOHN A. LOON IS GERALD F. SMITH, JR. THEODORE P, SHIELD INGALL W. BULL, JR. ROYAL M. MILLER RICHARD E RUNKLE RICHARD S. CASTLE ALBERT H. ESRIGHT DONALD B, BLACK JOHN K. TROTTER, JR. PETER J. KAPLANIS TREVOR A. GRIMM JOHN H, KARNS PETER BERWICK ROSWELL BOTTUM, JR. G. RICHARD FORD DONALD E. RUPPE! LAW OFFICES BETTS & LOOMIS SWTE 300 1010 WILSHIRE BOULEVARD LOS ANGELES 17 HUNTLEY 2 -3010 December 5, 1966 City Clerk City of Newport Beach City Hall Newport Beach, California Dear Sir: We enclose herewith a Stop Notice relating to City of Newport Beach Contract No. 1033 with Underground Conductors Corporation. Said Cor- poration owes our client, J. E. Young Pipe Line Construction Co., the sum of $8,090.00 as more particularly related in the Stop Notice. SANTA ANA OFFICE: 611 NORTH BROADWAY KINDER,, 7 -6229 PFD 1966W CITY OF NEWPORT BEACH, �r % CALIF. �T _7 t < It is respectfully requested that sufficient funds be withheld to insure the payment of this amount to our client. Very truly yours , J A. LOOMIS OF BETTS & LOOMIS JAL /rl Enclosure cc: Underground Conductors Corporation 3007 Enterprise Street Costa Mesa, California { t � -: �,�ri � 1 s I Syr �' (r t G furnished labor to. Undeihv' r STATE OF CALIFORNIA _ : r COUNTY OF OltA2iGE j 04 B. POIJ4t being duly sworn, shya: That he is the Preaidept,of'J. T. POR LINE ,TOW CONSTRUCTION CO., the claimant i*, foreSoing Staff ie t t he has read the foreaaigg ;;z aad knows the< M V thereof; that the same iertrue of his ova knowledge except as to the matters which are therein' stated upon information or belief, and as tothose mattero he belied it to be true. r 1 .'• Subscribed and sworn, to befove me I this day of . ". . r: 1966. NOTARY.P -ULIC in and fox said ',County mad State - MARYa ,?'ARRAKER .." .. : . �'iY (!xamiss ; -S March 1 ,.1968'. W STOP NOTICE To: City of Newport Beach and To: Underground Conductors 3007 Enterprise Costa Mesa, California YOU ARE HEREBY NOTIFIED that the undersigned claimant, ECCO, a Copartnership, on September 7, S and 9, 1966, furnished a 45 ton link belt crane, together with operator, to Underground Conductors, pursuant to that cer- tain contract made between City of Newport Beach and Underground Conductors for that certain public work of improvement consisting of the installation of the E1 Paseo Drive Irvine Terrace Park Storm Drain; and which is and was the whole of said labor and materials agreed to be furnished by claimant; That the contract price of said labor and materials was and is the sum of $990.00, and said sum was and is the reasonable value thereof; that nothing has been paid or credited on said amount; and that there is now due and owing to claimant, for and on account thereof, the sum of $990.00, in lawful money of the United States, after deducting all just credits and offsets, and the same has not been paid. WHEREFORE, the undersigned claims the benefit of- the law given to laborers and materialmen under and by virtue of the provisions of Chapter II, Title IV, Part III of the Code of Civil Procedure of the State of California, and Chapter III, Division V, Title I of the Government Code of the State of California, and any amendments thereof, and prays that you withhold from said original contractor, Underground Conductors, sufficient money that may be due it or that may become due it for said work to answer and pay the amount of this claim, to wit, $990.00. Dated: November 21, 1966. ECCO, a Copartnership n By Partner STATE OF CALIFORNIA ) ss. COUNTY OF ORANGE ) DON W. SCHMID, being first duly sworn, deposes and says: That he is a partner of ECCO, a Copartnership, the claimant above named; that he has read the foregoing Stop Notice and knows the contents thereof, and that the same is true of his own knowledge, except as to the matters which are therein stated upon information or belief, and as to those matters he believes it to be true. Don VUSchmid Subscribed and sworn to before me this �_r day of 1966. E"+MA R. HUNT e6y Commission Expires Aug. 6, 3967 Notary Public in And for said County and State r (SEAL) 2 „ 8 pt. type or larger RECORDING REQUESTED BY WHEN RECORDED MAIL TO SPACE ABOVE THIS LINE FOR RECORDER'S USE NOTICE TO WITHHOLD NOTICE TO OWNER OF MATERIALS FURNISHED OR LABOR PERFORMED CITY OF NEWPCHT BEACH performed labor E4u1»ment Rental NOTfcE is Hmmm GrvEN, That the undersigned has ( for Underground Conductors furnished materials for and Material / 3007 1nte� your contractor, in the repair, construction, or alteration of that Costa Mesa, ski . certain structure or improvement situated on Lot streets as per Map recorded in Booti , at page of Maps, Miscellaneous Records, in the office of the County Recorder of Orange County, State of California, which said lot is further described as being Number _ in the City of Newort Beach said State and County. The following is a statement, in general terms, of (amount of labor: kinds of materials: Equipment Rental 1,983.50 Fill Material 7,994.58 9..978.08 Furnished between the 4th day of 19_66-- and the 30th day of September 19 66 , of the reasonable market value of grit Cents. Nine Thousand Nine Hundred Seventy Eight Dollar! $ 9,978,08 ) Dollars, at the agreed Dgllarg and )Figt Cents 9 978.08 price of Nine aoueand Nine n 'rea nhevansy � . )Dollars. Nine Thousand Nine liHndred The amount in value of that already furnished is seventy li: ;mot gF0$�lt ($ 9-978.08 ) Dollars, and the amount in value of the whole agreed to be furnished is Nine Thousand Mine Hundred Seventy $iE32t Dollars and 081100 ($4,978,08 ) Dollars. There has been a credit of $ 4.500.00 , leaving a balance of $ 5-4'78.08 . And you are hereby notified to WITHHOLD from said contractor sufficient money to answer the foregoing claim, and any lien that may be filed therefor for record under chapter two, title four, part three, of the California Code of Civil Procedure. H.W. McCLELLAN & SONS Byt U-7 . (9, Co— Partner STATE OF CALMRNU SS. County of Orange W.C. Cross being duly sworn, says that he is the claimant in the foregoing native to the owner of labor performed (� that he has materials furnished f read the same, knows the contents thereof and the s is true of his own knowledge. Sus o x t b f re a -r•�/ day of_ _*.Chr�p lg6 --- --__'_-_. 6. BETTY E. BROOKINS� t ?1CTA ^v P•I: ?L!C- CALIFORNIA • N sy�wt 'f id County and State. �i ?1?!C'FAL OFFICE IN SE .6 n„' 894 REV. 0-68 and m.L, ch- 4- proper to your 6apr-oaaa. co=04 a I*WW if rea RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO F Name Street Address City & State L J ABOVE THIS LINE FOR RECORDER'S USE NOTICE TO WITHHOLD STOP NOTICE TO OWNER (or holder of funds) OF MATERIALS FURNISHED OR LABOR PERFORMED i0 �r y of �EtfJOazs BEncN , Cjr / -'�Rn� r A OWNER NOTICE IS HEREBY GIVEN, That the undersigned has performed labor and /or furnished rwSoriale to Co,.)ouc7eRS general contractor, in the repair, construction, or alteration of that certain structure or improvement situated at your property On Lot sTrEETSS of Tract recorded in Book , Pages of Maps, of the County Recorder of (:::1r County, State of California, also described as Street, City of Vgl ,yo e f eg',, 1 r California. The following is a statement, in general terms, of amount of labor or kinds of material furnished: /- fovRIr w+9;cW �RucK 12r rJ -rAIL /JOERGRa0r.JD GdAJ0UC -rvRS FdR 055 10 A cfTr of Pa-Lo.) too 'e 15�-AC") Pie 0J -15 .sd- 0 2_Hr97 -130 The some has been furnished between the�day of Nub05, 19—" r3 and the�Lday of--Zero—re J , 19—Ai-C. The amount in value of that already furnished is HurJO'aEel %R'TY 51V Dey1NKS+ 54FV4 "77 Vr,JG CE"7S(j 1 7a/6,i5 -t, and the total amount agreed to be furnished was %'He s woos "Y J,r k r R e N .? n'L (j ), Nothing has been paid on account of the above matters except_ A? s SN "0 r, ,et c ICU 6'd (j o 1, If leaving a balance still due, owing and unpaid of 17416-75 (E 1-7 Y6. 7 5 ). You are hereby notified to WITHHOLD from said contractor sufficient money to answer the foregoing claim, and any lien that may be filed therefor for record under article two, title four, part three of the California Code of Civil Procedure. HALEY TRUCKING CO. 10901 Wedenn Averfrre P. Q. Box 286 — Starfton. Ccd§- OINoe 1111 - JA 7-4= STATE OF CALIFORNIA COUNTY OF being duly sworn, says that he N<1jEy o_k,NG C'o J0C.-, i• (Complete Address) named as a claimant to the foregoing claim; that he has read the foregoing Notice to Owner of materials furnished or labor performed, and that he has read the same, knows the contents thereof, and the same is true of his own knowledge. Subscribed and sworn to before me this day of_ - 19_. REV. 11 -ee TO ass C (Corporation) O STATE OF CALIFORNIA r COUNTY OF Orange � Ss. On December 6, 1966 before me, the undersigned, a Notary Public in and for said State, personally appeared Robert L. Haley w known to me to be the Corporate President, and m known to me to be Secretary of the corporation that executed the within Instrument, = known to me to he the persons who executed the within w i instrument on behalf of the corporation therein named, and a acknowledged to me that such corporation executed the within --- t- instrument pursuant to its bylaws or a resolution of its board OFFICIAL SEAL 0 of directors. PHYLLIS KING WITNESS my hand and official sea]. NOTARY PUBLIC • CALIFORNIA a PRINCIPAL OFFICE IN Signature ORANGE COUNTY Yr commie Ph Kl� Name (Typed or Printed) (This ores tar olfleial 00snal seat) CERTIFICATE OF INSURANCE _ PA IC EMPLOYERS .GROUP OF INSUaANG MPANIES HOME OFFlCE-' LOS ANOEtES - •CALIFORNIA - - ItbL PACIFIC EMPLOYERS INSURANCE COMPANY . - . . _❑ ALLIED INSURANCE:COMPANY . ❑ CALIFORNIA. FOOD INDUSTRY INSURANCE COMPANY ❑ CALIFORNIA -UNION INSURANCE COWAN*,-.- HAS ISSUED TO THE INSURED NAMED HEREIN - A VALID WORKMEN'S COMPENSATION INSURANCE POLICY: APPROVED BY THE INSURANCE COMMIS"*$6 _ - IF THIS POLICY IS CANCELLED. TEN DAYS ADVANCE NOTICE WILL BE MAILED TO THE CERTIFICATE HOLDER NAMED BELOW C r E I - Producer R o CITY OF NEWPORT BEACH CARROLL INSURANCE, INC. L CITY HALL P. 0. BOX 2008 ANAHEIM CALIF. 0 NEWPORT BEACH, CALIFORNIA Name aid Add,... of I.w,.d ' A R ATTENTION: MR. JAMES DS CHAINS, UNDERGROUND CONDUCTORS CORPORAT ON: T L ASSISTANT QITY MANAGER J 3007 ENTERPRISE STREET E COSTA MESA, CALIFORNIA 92626 LOCATION AND DESCRIPTION OF WORK EL PASO DRIVE STORM DRAIN NEWPORT BEACH, CALIFORNIA POLICY NO. WC 71 97 16 EXPIRATION DATE October 26, 196 67 ADDITIONAL INFORMATION VOLUNTARILY FURNISHED BRANCH OFFICE ORANGE, CALIFORNIA THIS CERTIFICAT 15 ISSUED FOR INFORMATION ONLY CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. ND DATE ISSUED 11/4/ 1966 ISSUED BY PACIFIC EMPLOYERS INSURANCE COMPANY CARROLI165URANINC NO. MAILED i0 CERTIFICATE HOLDER TO PRODUCER_ I In— FORM PEGC'I 10 1WM ] -62 Qf ,.- 'Ahis notice is sent in. compliance . with mSectilrn 3800 Labor .Code. - - - . - NOTICE TO of hew port beach (Public Body or Lender) TO WITHHOLD TF �.sd i_`SiK ANlp OE IFIED STATEMENT OF CLAIM OF jy57� Foster Sand & Gravel o, ry OF Prime Contractor: Underground Conductors i- Subcontractor (if any) Owner or Public Body: City of Newport Beach Improvement known as BaysidP Drive john Newport. R a h Cal iforni n in the City of- Newport Beach County of Oran ge State of California. Fnstar Sand & Gravel Co. - claimant,"a_ rPa n -rshin (Corporation /Partnership /Sole Proprietorship) furnished certain labor and /or materials used in that certain work of improvement situated in the g City Newport Beach , County of range State of California, known as: (name and address o} protect or improvement) Impro vement at Bay side Drives Newport Beach, CaL�fornia That the said claimant sold and delivered to: J obsit e as ordered by Underground Conduttors (Subcontractor /Contractor /Owner- Builder) erecting or constructing said work of improvement or a portion thereof; the aforesaid labot and /or materials being to wit: (describe material and labor in detail) Equipment Rental Total value of material/labor agreed to be furnished ...... _ ..... _ $ Total value of material/labor actually furnished is................... - .............. - .......... - ............... $2..r 619.75 Credit for materials returned, if any ........... _ ...... ........................ _ .............. - ...... . $ Amount paid on account, if any ................................ ... ..................... .................. ........... ffil 011-7r, Amount due after all just credits and offsets .............................. _ .............. .....- ............... $1'606, 00 AND YOU ARE HEREBY NOTIFIED to withhold sufficient mgnies held by you on the above described project to satisfy claimant's demand in the amount of 11-1 s 606.00 „ as provided in Sections 1190.1 and 1192.1 C.C.P., and in addition thereto sums sufficient to cover interest, court costs and reason- able costs of litigation, as provided by law. A bond not attached. (No bond required on public jobs) (Wk not) Date F ah n, a qr 91 1907 Name of Claimant: Verification for Partnership or Sole Ownership STATE OF CALIFORNIA COUNTY OF SS. G. T,. Werner (Claimant or Representatit, being first duly sworn deposes and says that --he is— Partner (Owner, Partner or Agent) Of F''6St -0Z! PPa'ld &Gravel rn (Firm Name) named as claimant in the foreggoing claim; that _Ire has read said claim and knows the contents thereof, and that the facts thmejy stated are hue. S�JJ (Signature of AfNant) Subscribed and sworn to before me day of E /7A Zrr aOa Foster Sand & Gravel Co. (Firm � By /� G L. Werner General Partner (Official Capacity) Verification for Corporation STATE OF CALIFORNIA COUNTY OF being first dulyCswom d Representative) deposes and that —he is— (Official Capacity) of (Ewa, Corporate Name) the corporation that executed the foregoing claim; that _Ire makes this verification on behalf of said corpora- tion; that —he has road said claim and knows the con tents thereof, and that the facts therein stated are true. x (Signature of Affi6nt) Subscribed and sworn to before me thine day of 19— OFFICIAL SEAL F LAURA LEE CORROTHERS `'- Notary �^ .' NOTARY PU ©LIC•CALIFORNIA Notary Stamp PRINCIPAL OFFICE IN E Stamp ' ',« ° "" ORANGE COUNTY My CommiWton g� [AURA CEE tORROT ERS My Commission Expires .... /•- - - -- -- °- -- -- .. _.. 1 ,(1l•I Original of above notice received this day of ,19_ MDCA FORM #4 7164 IM U - FEDEUCERTIFICATE OF INSURANCE I, INSURANCE ; - . ANY CHU & SON IN -- PACIFIC DEPARTMENT )!S C•, MANAGER INTERNATIONAL BUILDING 601 CALIFORNIA STREET 611 SOUTH CATALINA STREET 417 NORTON SAN FRANCISCO 8, CALIFORNIA LOS ANGELES S, gALIFORNIA SEATTLE 4, WAE City of Newport ch This is to certify to---------- - ------ °-• .. - °-- °--........._._ -- - - City Hall, 33 est Newport Blvd. Address Newport Beach, California ............................................ --------------------- • ------- ..— ------- - ------------------------------------------- that the following described policies have been issued: Name of Insured ... ______ Underground Conductors Corporation - -- - 3007 Enterprise APPROVED AS TO FORM .......................................... ------ --- - - - - -- - - — ....... ................ Dili .....�_--- -- --- -c�1 Costa Mesa, California FLC 7721 6283 Policy Number - ----....- ':. . October 26, 1965 October 26, 1966 Policy Period: From..... ... _ ............ T° ---- ----- . .. ......... ..... COVERAGES LIMITS OF LIABILITY 100,000.00 ach Person $ .................. °......... 300,000.00 BODn.Y INJURY LiABiLrrY (Automobile and Except Automobile) ....... ............................... Each Occurrence $......__- 3.00...0 -..... 0..... 300,000.00 Aggregate Producxs $ ...... ............................... 25,000.00 PROPERTY DAMAGE LuBurrr ( Automobile) .................................................... ............. _ ..... Each Occurrence $ ..................................... 50,000.00 Each Accident $-- --•----- --- °----- ° ............. PROPERTY DAMAGE WamrrY (Except Automobile ) .............................. 50,000.00 Aggregate $--- -•-........._.......... °------. REMARKS: JOB: Construction of the E1 Paseo Drive, Irvine Terrace Park Storm Drain It 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 reduced, nor the policy allowed to lapse until 10 days after receipt by the City Clerk of the City of Newport Beach, City Nall, Newport Beach, Calif. of a registered written notice of such cancellation or reduction in coverage. It is further agreed that The City of Newport Beach, is Ind uded as an additional insured, but, only as respects to operations by the named insured for or on behalf of the City of Newport $each California The FEDERAL INSURANCE COMPANY has made a special provision for prompt notice to you in the event of cancellation of the above described policy prior to its normal expiration, but assumes no legal responsibility for any failure to do so, either to you or to the named assured. Santa Ana, California CHUBB & SON INC., Manager Issued at ........... ° ................. ............................................................ Date June 6, 1966 19 Authorized Representative [F•.4. N.V. Lee Smith and Company hNINDEMNITY COMPAf. F 5053 WEST TNI iR` EET LOS ANGELES 36. CALIFORRIM``,'"' H WE..R 3 -7581 CERTt"Mk OF INSURANCE tCORKMEM'g ENSATION To: "City of Newport ,Beach o !ay No. WY 5691 ".. Agency: Lee Smith & Co. City Na11 .330p 00 Newport Blvd. Newport _,Beach '.-California. Employer From: 10 -26 -65 TO° 10 -26 -66 Underground Conductors Corp 3007 Enterprise Street Costa Mesa, California THIS IS TO CERTIFY that we have issued to the above named employer a valid Worknrn's Compensation insurance policy in a force approved by the Insurance Commissioner of the State of California. DESCRIPTION OF OPERATIONS COVERED JOB: Construction of the El Paseo Drive - Irvine Terrace Park Storm Drain APPROVED AS TO FORM Date: C// - "'r, CITY A RNEY This policy shall not be cancelled nor reduced in coverage until after ten (10) days' written notice of such cancellation '1 or reduction in coverage shall have been mailed to this certificate holder. COUNTERSIGNED AT Santa Ana, California y FREMON . this 6th day June 1B T 66 INDEMNITY COMPANY CC. " Cc- C(•.- —AUTHORIZED RE PRXSKMTATMZ- cc_ Lee Smith and Company UN 105 20M 12 -64 CONTRACT NOa 1033 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR CONSTRUCTION OF THE EL PASEO DRIVE — IRVINE TERRACE PARK STORM DRAIN APPROVED BY THE CITY COUNCIL ON THIS 25TH DAY OF APRIL, 1966. VTY CLERK i CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, CALIFORNIA, UNTIL 10800 A.M., ON THE 17TH DAY OF MAY, 1966, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. 1033) 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 PER- CENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECU- TION ARE THE FOLLOWING; 11 — PROPOSAL 2. PAGE — DESIGNATION OF SUB — CONTRACTORS 3e PAGE — BIDDER'S BOND (� PAGE 9 — NON — COLLUSION AFFIDAVIT 5. PAGE 10 — CONTRACTOR'S FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF THE CORPORATION, PARTNERSHIP, JOINT VENTURE AND/OR INDIVIDUAL. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUN- CIL 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 IS SET FORTH IN RESOLUTION ND� 6258. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE OF THE QUANTI- TIES OF WCRK TO BE DONE. NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH ?'HE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. PLANS AND SPECIFICATION, FORMS OF PROPOSAL, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A NON— REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECI- FICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS. UPON RETURN OF THE SET OF "PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS TO THE PUBLIC WORKS DEPARTMENT, THE $5 =00 DEPOSIT WILL BE RE- FUNDED BY MAIL. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF BID. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS, CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, CITY CLERK PROPOSAL FOR CONTRACT NO. 1033 THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN TO THE HONORAS.LE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA— THE UNDERSIGNED DECLARES THAT HE HAS .CAREFULLY EXAMINED THE LOCATION, OF THE PROPOSED WORKO THAT HE HAS EXAMINED THE PLANS AND SPECLFICATIONS FOR CONTRACT N0. 1033, THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN, AND HERESY PROPOSED TO FURNISH ALL MATERIALS AND DO ALL WORK REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACHI.AND SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 221 24" R.C.P. DRAIN LINEAR FEET @ NINETEEN DOLLARS r 11 AND SIXTY, - FIVE, . _ CENTS $ X9.65 $ 4,342.65 PER LINEAR FOOT 2 251, ... 48" R.C.P DRAIN LINEAR FEET Q TWENTY -SIX DOLLARS AND SEVENTY CENTS $ 26.70 $ 6,701.70 PER LINEAR FOOT 3 656 54" R.C.P. DRAIN LINEAR FEET @ TWENTY -NINE DOLLARS. pp�� AND TWENTY -THREE CENTS $ 29.23 $ 19,174.88 PER LINEAR FOOT 4 8 60" R.C.P. DRAIN LINEAR FEET @ THIRTY -THREE DOLLARS SEVENTY AND $ 33.70 $ 269.60 PER LINEAR FOOT 5 270 66 ".R.C.P. DRAIN LINEAR FEET @ FORTY -EIGHT DOLLARS AND SIXTEEN CENTS $ 48.16 $ 13,003.20 PER LINEAR FOOT 0 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL N0. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 6 428 75" R.C.P. DRAIN LINEAR FEET. Q FORTY -FOUR DOLLARS TWENTY -SIX AND CENTS 44.26 $ 18,943.28 PER LINEAR FOOT 7 78 75" R.C.P. DRAIN JACKED -IN PLACE LINEAR FEET @ ONE HUNDRED SEVENTY -THREE DOLLARS TWENTY -EIGHT AND CENTS $ 173.28 $ 13,515.84 PER LINEAR FOOT 8 2 MANHOLE N0. 2 EACH SEVEN HUNDRED SIXTY -FIVE DOLLARS O AND CENTS $ 765.00 $ 1,530.00 EACH 9 I MANHOLE NO. 4 SPECIAL/ TT EACH ONE THOUSAND EIGHT HUNDRED � TEN OLLARS 0 CENTS $ 1,810.00 $ 1,810.00 EACH 10 T OUTLET STRUCTURE AT SEAWALL LUMP NINETY-SIX SUM (� THREE THOUSAND EIGHT HUNDi6BVL A R S O AND CENTS $__3,,826.00 $ 32896.00 LUMP SUM If 3 TRANSITION STRUCTURE N0. 3 EACH SEVEN HUNDRED TWELVE DOLLARS AND O CENTS $ 712.00 $ 2,136.00 EACH 12 3 JUNCTION STRUCTURE NO. 4 EACH @ ONE HUNDRED SEVENTY DOLLARS AND 0 CENTS $ 170.00 $ 510.00 EACH 14 15 Il: 17 i E 0 _ITEM DESCRIPTION_, UNIT TOTAL BIFURCATION STRUCTURE @ ONE THOUSAND FOUR HUNDRED DOLLARS SIXTY -EIGHT AND 0 CENTS $ 1,468.00 $ i,468.00 LUMP SUM I . REMOVE AND REPLACE PAVEMENT IN LUMP BAYSIDE DRIVE SUM @ EIGHT HUNDRED SEVENTY- FIVqDOLLARS AND 0 CENTS. $ 875.00 $ 875.00 LUMP SUM I REMOVE AND REPLACE PAVEMENT IN EL LUMP PASEO DR. AND SEADRIFT DRIVE SUM @FOUR THOUSAND SEVEN HUNDREIFOLLARS FORTY -EIGHT AND 0 CENTS $ 4,748.00 $ 4,748.00 LUMP SUM I REMOVE AND REPLACE PAVEMENT IN PARKING LUMP LOT (RICHARDSONS YACHT LANDING) SUM @ ONE THOUSAND FIVE HUNDRED DOLLARS FORTY AND 0 CENTS $ 1,54o.00 $ 1,54o.00 LUMP SUM I SAND BACKFILL EXISTING ARCH LUNP AND CONNECTING PIPES SUN @ SEVEN THOUSAND DOLLARS AND 0 CENTS $ 7,000.00 $ 7,000.00 LUMP SUM I CONSTRUCT BRICK AND MORTAR BULKHEADS LUMP SUM @ TWO HUNDRED FORTY -SEVEN DOLLARS AND 0 CENTS $ 247.00 $ 247.00 LUMP Sum CATCH BASIN (W =7 FEET) EACH @ FOUR HUNDRED FIFTY -EIGHT DOLLARS 0 CENTTS $ 458.00 $ 458.00 EACH NoTEN 4N ITY . AND UNIT 13 1 Lump SUM 14 15 Il: 17 i E 0 _ITEM DESCRIPTION_, UNIT TOTAL BIFURCATION STRUCTURE @ ONE THOUSAND FOUR HUNDRED DOLLARS SIXTY -EIGHT AND 0 CENTS $ 1,468.00 $ i,468.00 LUMP SUM I . REMOVE AND REPLACE PAVEMENT IN LUMP BAYSIDE DRIVE SUM @ EIGHT HUNDRED SEVENTY- FIVqDOLLARS AND 0 CENTS. $ 875.00 $ 875.00 LUMP SUM I REMOVE AND REPLACE PAVEMENT IN EL LUMP PASEO DR. AND SEADRIFT DRIVE SUM @FOUR THOUSAND SEVEN HUNDREIFOLLARS FORTY -EIGHT AND 0 CENTS $ 4,748.00 $ 4,748.00 LUMP SUM I REMOVE AND REPLACE PAVEMENT IN PARKING LUMP LOT (RICHARDSONS YACHT LANDING) SUM @ ONE THOUSAND FIVE HUNDRED DOLLARS FORTY AND 0 CENTS $ 1,54o.00 $ 1,54o.00 LUMP SUM I SAND BACKFILL EXISTING ARCH LUNP AND CONNECTING PIPES SUN @ SEVEN THOUSAND DOLLARS AND 0 CENTS $ 7,000.00 $ 7,000.00 LUMP SUM I CONSTRUCT BRICK AND MORTAR BULKHEADS LUMP SUM @ TWO HUNDRED FORTY -SEVEN DOLLARS AND 0 CENTS $ 247.00 $ 247.00 LUMP Sum CATCH BASIN (W =7 FEET) EACH @ FOUR HUNDRED FIFTY -EIGHT DOLLARS 0 CENTTS $ 458.00 $ 458.00 EACH 0 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 20 1 REMOVE AND REPLACE CURBS AND GUTTER LUMP SUM EIGHT HUNDRED SEVEN DOLLARS 0 AND CENTS $ 807.00 $ 807.00 LUMP SUM 21 1 REMOVE AND REPLACE TREES AND LANDSCAPING LUMP Sum ® TWELVE HUNDRED DOLLARS AND 0 CENTS $ 1,200.00 $ 1,200.00 LUMP Sum 22 1 REMOVE AND REPLACE_ 12" C.M.P. DRAIN LUMP SUM Q NINETY -TWO DOLLARS AMD 0 CENTS $ 92.00 $ 92.00 LUMP SUM TOTAL PRICE WRITTEN IN WORDS ONE HUNDRED FOUR THOUSAND TWO ".HUNDRED SIXTY -EIGHT DOLLARS AND FIFTEEN CENTS r' TOTAL $ 1o4,268.15 ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK: AS INDICATED IN THIS PROPOSAL: TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER.. IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES: 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 STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS: LICENSE No. A 239202 ACCOMPANYING THIS PROPOSAL IS BOND CASH: CERTIFIED CHECK, CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID .PRICE. 546 -1054 UNDERGROUND CONDUCTORS CORP. PHONE NUMBER BIDDERS NAME (SEAL) -1 -66 ATE 007 ENTERPRISE ST. COSTA MESA: CALIF. BIDDERS ADDRESS JS/ WILLIAM L. HOT, SEC. TREAS. -- AUTHORIZED SIGNATURE IZED SIGNATURE CORPORATION TYPE OF ORGANIZATION (INDIVIDUAL: CORPORATION: CO- PARTNERSHIP LIST BELOW NAMES OF PRESIDENT :*SECRETARY: TREASURER AND MANAGER IF A CORPORATION: AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP: JOHN E. BARRETT PRESIDENT WILLIAM L. Hoy SECRETARY- TREASURER PAGE 3 THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS.lID AND THAT THE SUN'- CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENG4NEERI 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 CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ITEM OF WORK SUBCONTRACTOR 1 - NONE 2. 3� 4. 5• 6. ADDRESS UNDERGROUND CONDUCTORS CORP. BIDDER'S NAME /S1 WILLIAM L. Hoy, SEC.- TREAS. AUTHORIZED SIGNATURE CORPORATION TYPE OF ORGANIZATION + - `INDIVIDUALS COPARTNERSHIP OR CORIMATION)` 3007 ENTERPRISE ST. COSTA MESA CALIF. ADDRESS OFOR ORIGINAL SEE CITY CLERK'S 41E) PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW'ALL MEN BY THESE PRESENTS, THAT WE, UNDERGROUND CONDUCTORS CORPORATION , AS PRINCIPAL, AND , AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF DOLLARS ($ ), LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN IN THE 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 (Z) 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 EXECUTJON, 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 DAY OF 19 CORPORATE SEAL (IF CORPORATION) PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) BY TITLE Y 0 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 5 BOND NO. 213815 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 23, 7966 HAS AWARDED TO UNDERGROUND CONDUCTORS CORPORATION HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA- TIONS 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, WE UNDERGROUND CONDUCTORS CORPORATION NATIONAL AUTOMOBILE AND CASUALTY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE, CONTRACTOR AND INSURANCE CO. AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF 08/100 FIFTY -TWO THOUSAND ONE HUNDRED THIRTY -FOUR AND DOLLARS ($ 52,134.08 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 SUBCONTRAC- TORS, 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 SPECIFIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEY'S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. I I I I PAGE 6 (LABOR AND MATERIAL BOND - `CONTINUED) ' THIS BOND SHALL ,INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES AND , CORPORATION 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 WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 3RD ..DAY OF JUNE , 196 6 . EXECUTED IN QUADRUPLICATE UNDERGROLND CONDUCTORS CORPORATION (SEALY. BY x°.12 - /Lf EA:t,.) \ `. /22[ LtG>6/. CONTRACTOR PREMIUM $1043.00 FOR 2 YRS. OR LESS. NATIONAL AUTOMOBILE AND CASUALTY (SEAL INSURANCE CO. (SEAL) BY: (SEAL) APPR AS TO FORM: -T SURETY HAROLD R.SMITHy_ATTORNEY -IN -FACT ITY AT ORNEY THIS BOND WAS APPROVED BY THE, CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: CITY CLERK , 4tw of Talif lmis ss. COUNTY OF LOS ANGELES On this 3RD day of JUNE , in the year 19-16—, before me MARGARET LINK a Notary Public in` and for said County and State, personally appeared &1&RR7LLD IL �Mi "1H known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the NATIONAL AUTOMOBILE AND OFFICIAL SEAL CASUALTY INSURANCE CO., and acknowledged to me that he subscribed cUbl� M �I BLI C T LINK the name of the NATIONAL AUTOMOBILE AND CASUALTY INSUR. i;,;JTnRY 7UGLIC- CALIFORNIA pR.ACIFAL OFFICE IN ANCE CO., thereto as surety, and his own name as Attorney -in -Fact. LOS ANGELES COUNTY CommiKidn 6,pwa lwywt 22y 14b9.. ufiA - -- (- Aq T-:AUF N Pubbe '" d Sw Said Cognty and to PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 7 BCND NO. 213815 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED MAY 23, 1966 HAS AWARDED TO UNDERGROUND CONDUCTORS CORPORATION 9 HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN 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, UNDERGROUND CONDUCTORS CORPORATION AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR " AND NATIONAL AUTOMOBILE AND CASUALTY INSURANCE CO. AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTY -TWO THOUSAND ONE HUNDRED THIRTY -FOUR AND08 /10CDOLLARS ($ 52,134.08 - - ), SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO 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. ;i I I • (PERFORMANCE BOND — CONTINUED) 4 R PAGE H 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 CONTRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN WITNESS WHEREOF., THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 3RD DAY OF JUNE 196. EXECUTED IN QUADRUPLICATE LNDERGRUM CONDUCTORS CMPCRATICN (SEAL) BY: - -S AL)_ NTRACTOR PREMIUM FOR THIS BOND IS NATICNAL_AUTOMOBILE AND CASUALTY .(SEAL) NOTED ON LABOR AND MATERIAL BOND. INSURANCE CO. (SEAL) SURETY BY �AROLD R. SMI THI ATTORNEY —IN —FACT APPROVED S TO FORM: . C CITY AT ORNEY i d ' tt of Talifnotia rCOUNTY OF LOS ANGELES 5 � 1 'NT" M, Commission Eapi, as Au9usl 22i 19412 �. j as. On this3RD day before MARGARET LINK. in the year 19 6 a Notary Public .ii[aind for said County and State, personally appeared . HALO—IQ L SNUU known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the NATIONAL AUTOMOBILE AND CASUALTY INSURANCE CO, and acknowledged to me that he subscribed the name of the NATIONAL AUTOMOBILE AND CASUALTY INSUR- ANCE CO.,.thereto as surety, and his own name as Attomey -in -Fact. :JURAT— CALIF. - No, ; y Public i d f 'SiW Catnty. ! ..FORM 4awA A. � PAGE '9 NON- COLLUSION AFFIDAVIT THE,BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT_THE TIME OF FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGGREMENT 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 AFFIANTSOR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT 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 ATTACHED 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 MATERIALMAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PRE- VENT ANY SUBCONTRACTOR 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 INDUCEMENT 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 WOMSOEVER TO 'PAY, DELIVER TO, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. r � SUBSCRIBED" °AND SWORN TO BEFORE ME BY THIS 17TH DAY OF MAY , 196 .6 MY COMMISSION EXPIRES: MARCH 29, 1970 UNDERGROUND CONDUCTORS CORP. WILLIAM L. Hoy SECRETARY- TREASURER WILLIAM L. Hoy /s/ Lois A. RAUCH NOTARY PUBLIC • PAGE 10 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER 15 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, EXPERIENCE, 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. THE FOLLOWING WORK WAS COMPLETED BY .JOHN E. BARRETTE ONE OF THE PRINCIPAL OWNERS OF UNDERGROUND CONDUCTORS CORP. JUNE 1961 - BALL ROAD STORM DRAIN, CITY OF ANAHEIM, 72" TO 78" R.C.P. WITH CONCRETE STRUCTURES INCLUDING PIPE JACKING UNDER HIGHWAY 39. (JOB AT $600,000.00) MARCH 1965 - ORANGE COUNTY FLOOD CONTROL- TUSTIN STORM DRAINi 42" Tn 54" R_C_P_ � AND CONCRETE DOUBLE BOX CULVERT WITH CONCRETE STRUCTURES. (JOB AT $70,000.00) 1961 TO 1963, CITY OF SAN DIEGO 96" R.C.P. OPEN TRENCH AND PIPE JACKING WITH CONCRETE STRUCTURES. (JOB AT $2,250,000.00) /S/ WILLIAM L. Hoy SIGNED SECRETARY - TREASURER i CO�N'TRACT 6 PAGE II THIS AGREEMENT, MADE AND ENTERED INTO THIS I;20 a. DAY OF 1964 BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND UNDERGROUND CONDUCTORS CORPORATION HEREINAFTER. DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART, WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AN IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN ,AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS..THEREFORj „TO FURNISH AT. HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY THEREFOR, (EXCEPT SUCH MATERI'ALSi IF ANY, AS IN THE SAID SPECIFICATIONS ARE ST1►ULATEB TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS- 2'.-) FOR FURNISHING ALL SAID MATERIALS AND LABOR, .TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENTj'ALSO FOR ALL LOSS,AND DAMAGE AR ISANG OUT OF THE NATURE: OF THE WORKI:AFORBBX I D., OR FROM, THE ACT ION 'OF THE CLEMENTS, OR.FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION -OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL, RISKS OF EVERY DE- SCRIPTFbN CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSEQUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFICATION$ ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COM- PLETING 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 THEREFOR 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,..ABD 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 ASSIGNSq DO HEREBY AGREE TO THE FULL PERFORMANCE Of THE.COVENANTS.HEREIN CONTAINED-. 4. THE NOTICE TO BIDDERS, .INSTRUCTIONS TO Bloi[RB, CONTRACTOR' S:PROPQSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF WNEN APPROVED BY THE PARTIES HERETOO OR.WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPoRATEO IN AND MADE PART OF THIS AGREEMENT. - - C a � PAGE 12 CONTRACT - CONTINUED) 5. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITYP THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY HIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, REGARD- LESS OF RESPONSIBILITY FOR NEGLIGENCE; AND FROM .ANY AND-ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR IN- DIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPON- SIBILITY FOR NEGLIGENCE.. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE.. CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: CITY OF NEWPORT BEACH, CALIFORNIA BY: M R _ CITY CLERK RACTOR TITLE TITLE APPROVED AS TO FORM: CITY ATTORNEY r 0 • C �Ty OF NEWPORT ?EACH SPECIAL PROVISIONS FOR CONTRACT NO. 1033 THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN 1. Scope of Work The work to be included in this contract consists of furnishing all labor, equipment, transportation, water and materials necessary to com- plete the construction of the E1 Paseo Drive - Irvine Terrace Park Storm Drain as shown on the plans, Drawing No, D- 5033 -S, and in accordance with the Standard Specifications of the City of Newport Beach and these Special Provisions, 2. Time of Completion The Contractor shall complete the work within ninety (90) calendar days from the date of execution of the contract by the City, 3, Richardsonis Parking Lot All work in Richardson's parking lot shall be completed within twenty -one (21) calendar days following the date of start of construction in that area. The Contractor shall provide for temporary parking to the west of the permanent parking lot during the time when construction is in progress on the permanent parking lot. Such temporary lot shall be of approximately the same size as the area closed in the permanent parking lot and shall provide easy access to automobiles from the street. Dust palliation shall be continually effected on the temporary parking lot by means of water sprinkling. This shall be done with a fine spray in such a manner as to prevent the formation of puddles or muddy areas. 4o Traffic Control All work in Bayside Drive shall be completed within twenty-one (21) calendar days following the date of start of construction in this street. During this time the Contractor shall continuously provide 2-way traffic along Bayside Drive, .In addition, the Contractor shall also provide continuous 2-way traffic lanes along the west side of El Paseo Drive and shall maintain 2 -way access across E1 Paseo Drive to Seadrift Drive and Malabar Drive. Contract No. 1033 SP -1 1 r 0 • C �Ty OF NEWPORT ?EACH SPECIAL PROVISIONS FOR CONTRACT NO. 1033 THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN 1. Scope of Work The work to be included in this contract consists of furnishing all labor, equipment, transportation, water and materials necessary to com- plete the construction of the E1 Paseo Drive - Irvine Terrace Park Storm Drain as shown on the plans, Drawing No, D- 5033 -S, and in accordance with the Standard Specifications of the City of Newport Beach and these Special Provisions, 2. Time of Completion The Contractor shall complete the work within ninety (90) calendar days from the date of execution of the contract by the City, 3, Richardsonis Parking Lot All work in Richardson's parking lot shall be completed within twenty -one (21) calendar days following the date of start of construction in that area. The Contractor shall provide for temporary parking to the west of the permanent parking lot during the time when construction is in progress on the permanent parking lot. Such temporary lot shall be of approximately the same size as the area closed in the permanent parking lot and shall provide easy access to automobiles from the street. Dust palliation shall be continually effected on the temporary parking lot by means of water sprinkling. This shall be done with a fine spray in such a manner as to prevent the formation of puddles or muddy areas. 4o Traffic Control All work in Bayside Drive shall be completed within twenty-one (21) calendar days following the date of start of construction in this street. During this time the Contractor shall continuously provide 2-way traffic along Bayside Drive, .In addition, the Contractor shall also provide continuous 2-way traffic lanes along the west side of El Paseo Drive and shall maintain 2 -way access across E1 Paseo Drive to Seadrift Drive and Malabar Drive. Contract No. 1033 SP -1 Signs, lights and other forme of protection for the public and for proper traffic control shall be furnished and installed and continuously maintained in accordance with the requirements of Subsection 7 -10 of the City Standard Specifications, 5. Existing Utilities Lines The location of existing utilities lines shall be verified in the field at time of construction. The Contractor shall request each affected utility company or agency to locate its underground lines prior to commencing work. The City does not guarantee the presence or absence of utilities lines in any location. All affected utilities companies and agencies shall be notified in writing by the Contractor not later than seven (7) days prior to the time work within 15 feet of any utility line shown on the drawings is scheduled to begin. In the event of con- flict between any existing utility line and the proposed storm drain, the owner of the utility line will re -route such line as necessary to provide the proper clearance. It shall be the Contractor's responsi- bility to cooperate with the utility company in the scheduling of work so as to maintain traffic control as hereinbefore required, to avoid delay in the accomplishment of the work, and to work around all utilities lines. 6. Notification to The Irvine Company At least 4R hours prior to beginning any work ON PRIVATE PROPERTY is NOT STREET AREA$I9the Contractor shall notify the Engineering Department of The Irvine Company, owner of a portion of the property, of his inten- tion to do work thereon. 7. LACFCD Standard Drawings Where standard drawings of the Los Angeles County Flood Control District are included in the Contract Documents, all work shown thereon shall be in conformance with the City Standard Specifications as to materials and methods of installation. All concrete structures shown on the LACFCD standard drawings shall be reinforced concrete. Minimum reinforcement shall consist of No. 4 deformed bare at 18 inches on centers in both walls and slabs. B. Restoration of Private Property Wherever the work of the contract disturbs or damages lawn, planters, pavement or other improvements of any nature on the private property lying between Newport Channel and Bayside Drive, such improvements shall be replaced in kind and left in a condition at least equal to that which existed prior to start of the work of the contract, in the opinion of the Engineer. Contract No. 1033 SP -2 9. Tests and Manufacturer's Recommendations Wherever the Specifications or drawing notes require specific tests to be performed on materials or work in place, such requirements are mandatory and the Contractor shall submit test results to the Engineer for approval before any materials affected thereby are incorporated into the work, or before any item of work is put in use in the case of tests of work in place. Where the Contractor is directed to follow the recommendations of a manufacturer in the installation of any item of work, the Contractor shall first submit copies of the manufacturer's printed directions to the Engineer before proceeding with the work. 10. Maintenance of Storm Flow The existing E1 Paseo Storm Drain downstream of the catch basin at the northeast terminus of the street shall be available for storm flow throughout at least 50 percent of its cross sectional area at all times during the progress of the work. All tributary lines to the existing drain shall also be maintained in operational condition. Any ditches, temporary pipes, pumps or other equipment required to accomplish this result shall be furnished and installed by the Contractor as a subsidiary obligation under the contract and no separate payment will be made there- for. All methods of storm flow control shall be subject to the approval of the Engineer. When requested by the Engineer, the existing drain culvert between the northeast wall of the said catch basin and the culvert inlet at Pacific Coast Highway shall be sand filled. In the event that • 'rainfall occurs after filling the existing culvert and before the new drain is operational, the Contractor shall pump out all impounded water at the upstream end of the existing culvert and an adjustment in the contract price for Item No. 17 will be made therefor IN ACCORDANCE WITH SECTION 9 -03 05 TXE CITY STANDARD SPECOFICATI-ONS. 11. Abandonment of Pipes Where catch basin connection pipes are to be abandoned in E1 Paseo Drive, the Contractor shall have the option of capping and filling the pipe in place, or removing the pipe to within 6 inches of the outer shell of the existing 5 -foot drain and bricking up the remaining opening. Pipe to be abandoned in place shall be filled with sand in an approved manner by air or water vehicle. Where the pipe or conduit to be abandoned is broken so as to permit oxfiltration of the filling material, the Con- tractor shall first fill all large cracks with sacks of dry -mix concrete (1 part Portland cement to not more than 5 parts sand) which sacks shall be perforated when placed and then wet down so as to form a cohesive mass. In lieu of the sacks of concrete, the Contractor may use rock spalls firmly placed and chinked and the surface covered with at least 3 inches of cement grout. At his option the Contractor may incorporate portland cement into his sand fill for the pipe in the proportion of one sack of cement to one cubic yard of sand and such material shall be also used to fill all cracks. Contract No. 1033 SP -3 12. Jacking Pipe • The jacking of pipe under the Pacific Coast Highway shall conform to the Standard Specifications, State of California, Department of Public Works, Division of Highways, dated July 1964, Section 65 -1.05, and the requirements of the Highway Department Encroachment Permit, Before commencing any jacking operations the Contractor shall submit a plan for approval by the Engineer. The Contractor's attention is called to the fact that the pipe design specified does not include any jacking loads. Any increased pipe strength required for jacking shall be the Contractor's responsibility, 13. Pipe Bedding Type A bedding shall be composed of sand, No. 3 or No. 4 crushed rock or gravel, or other material approved by the Engineer. The maximum size rock or gravel shall be No. 3 for pipe 27 inches in diameter and larger, and No. 4 for pipe smaller than 27 inches in diameter. Type B bedding shall be composed of sand or other granular material as approved by the Engineer. 14. Landscape Removal and Replacement Wherever existing landscape is disturbed by the work of the contract, it shall be replaced in kind by the Contractor. The Contractor shall employ the services of an experienced nurseryman to identify the species of trees and shrubs that are affected and to give instruction as to the • correct procedures for removal and planting of landscape materials. Eucalyptus trees that are in conflict with the work shall be cut down, stumps pulled, and shall be replaced with trees of the same species AMC >IZE. Palm trees shall be carefully dug so as not to damage the main root system, shall be balled, and "heeled in" until they are needed for replanting. If lawn can be successfully sodded, the existing lawn material may be reused, otherwise new lawn shall be installed to match the existing. All planted materials shall be properly pruned, fertilized, watered and maintained by the Contractor until the work is accepted. • 15. Measurement and Payment General: Subsection 9 -01 of the City Standard Specifications shall be deleted and the following shall define the methods of measurement and payment of the various items listed in the Proposal Form. The principal features of the work to be paid for under each item are noted. Work not specifically mentioned but necessary for completion of the item will be paid for under the item to which the work applies. Payment for the quantities acceptably installed in the work multiplied by the applicable contract unit price or lump sum contract price shall constitute full compensation to the Contractor for all labor, materials, tools, equip- ment, supplies and subsidiary services required to complete the work. MEASUREMENT OF P9FE LINGTNS FOR THE BASIS OF PAYMENT SMALL BE NAPE IN A HOROZONTAL PLANE9 TO THE NEAREST 0.B FOOT. Contract No. 1033 SP -4 Item No. 1 - 24" Reinforced Concrete Pipe Item No. 2 - 48" Reinforced Concrete Pipe Item No. 3 - 54" Reinforced Concrete Pipe Item No. 4 - 60" Reinforced Concrete Pipe Item No. 5 - 66" Reinforced Concrete Pipe Item No. 6 - 75" Reinforced Concrete Pipe a. Measurement: The quantity for payment will be the number of linear feet of acceptably placed and connected reinforced concrete pipe of the various sizes, measured along the centerline from point of connec- tion with the outlet structure at the southwest terminus of the drain line to the opposite terminus at Station 27 +22 with deductions for intervening drainage structures in accordance with the dimensions shown on the drawings. b. Payment: Payment will be made at the respective contract unit price for Items No. 1 through 6, which payment shall constitute full compensation for pipe and jointing materials, connections to drainage structures, trenching, bedding, backfilling, and other operations neces- sary to incorporate the pipe in the drainage system. Item No. 7 - 75" Reinforced Concrete Pipe (Jacked) a. Measurement: The quantity for payment will be the number of linear feet of acceptably jacked and connected reinforced concrete vive. • b. Payment: Payment will be made at the contract unit price for Item No. 7, which payment shall constitute full compensation for pipe and jointing materials, all connections, jacking equipment, materials and operations, and other operations necessary to incorporate the pipe in the drainage system. • Item No. 8 - Manhole No. 2 Item No. 9 - Manhole No. 4 (Special) a. Measurement: The quantity for payment will be the number of manholes acceptably placed in the completed work. b. Payment: Payment will be made at the respective contract unit price for Item No. 8 and Item No. 9, which payment shall constitute full compensation for all materials (including reinforcing steel), forms, covers and frames and other metal items, and excavation and backfill. Item No. 10 - Outlet Structure at Seawall Payment: Payment will be made at the contract lump aum price for Item No. 10, which payment shall constitute full compensation for all materials, forms, finishing of exposed concrete surfaces, excavation and backfill, Contract No. 1033 SP -5 • 0 0 Item No. 11 - Transition Structure No. 3 Measurement: The quantity for payment will be the number of transi- tion structures acceptably placed in the completed work, Payment: Payment will be made at the contract unit price for Item No. 11, which payment shall constitute full compensation for all materials (including reinforcing steel), forme, excavation and backfill. Item No. 12 - Junction Structure No. 4 Measurement: The quantity for payment will be the number of Junc- tion structures acceptably placed in the completed work. Payment: Payment will be made at the contract unit price for Item No. 12, which payment shall constitute full compensation for all materials (including reinforcing steel), forms, breaking into drain line, excavation and backfill. Item No. 13 - Bifurcation Structure Payment: Payment will be made at the contract lump sum price for Item No. 13, which payment shall constitute full compensation for all materials (including reinforcing steel), forms, excavation and backfill, Item No. 14 - Pavement Removal b Replacement, Bayside Drive Item No. 15 - Pavement Removal b Replacement, E1 Paseo and Seadrift Payment: Payment will be made at the respective contract lump sum price for Item No. 14 and Item No. 15, which payment shall constitute full compensation for removal of all pavement down to subgrade, stock- piling of material suitable for base course, removal from the site of debris and unsuitable material, compacting upper 6 inches of backfill to form subgrade, placing temporary pavement, removal of temporary pavement and installation of permanent pavement (including base course), and the providing of all additional materials needed to complete the work. Item No. 16 - Remove 6 Replace Existing A.C. Parking Lot (Richardson's) Payment: Payment will be made at the contract lump sum price for Item No. 16, which payment shall constitute full compensation for re- moval of existing pavement, constructing and maintaining temporary parking lot, compacting subgrade to receive new paving, providing hot plant mix asphalt concrete and other materials, and constructing new pavement to match the existing in all respects. Contract No. 1033 SP -6 Item No. 17 - Sand Backfill Existing Arch and Connecting Pipes Payment: Payment will be made at the contract lump sum price for Item No. 17, which payment shall constitute full compensation for all materials, for filling existing cracks, and all operations necessary to complete the work. Item No. 18 - Brick & Mortar Bulkheads Payment: Payment will be made at the contract lump sum price for Item No. 18, which payment shall constitute full compensation for all materials and the performing of all operations required to complete the work. Item No. 19 - Catch Basin (W -7') Payment: Payment will be made at the contract lump sum price for Item No. 19, which payment shall be full compensation for all materials, galvanized grating and other metal items, forms, excavation and back - fill. Item No. 20 - Curb and Cutter (Remove and Replace) Payment: Payment will be made at the contract lump sum price for Item No. 20, which payment shall constitute full compensation for demolition and removal from the site of all debris, preparation of sub - grade, furnishing of all materials, forma, and finishing of curbs and • gutters. • Item No. 21 - Trees and Landscaping (Remove and Replace) Payment: Payment will be made at the contract lump sum price for Item No. 21, which payment shall constitute full compensation for all excavating, balling, cutting, grubbing, sodding and other operations, furnishing of new plant material, replanting of trees, cost of nursery- mania services, and maintenance of landscaping. Item No. 22 - Existing 12" C.M.P. (Remove & Replace) Payment: Payment will be made at the contract lump sum price for Item No. 22, which payment shall constitute full compensation for re- moval of pipe, reinstallation of pipe, couplings and all other new materials required, excavation and backfill. Contract No. 1033 SP -7 NOTICE TO BIDDERS: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 1033 CONTRACT DOCUMENTS FOR THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN ADDENDUM NUMBER 1 Please revise the plans and specifications for Contract No. 1033 as follows: 1. On Sheet 2 of the Plans, add the following note regarding the existing utilities in Bayside Drive: "The Contractor shall locate and uncover the existing utilities in Bayside Drive on center line of the new drain prior to the stakeout in order that the utility companies can be notified . of the conditions and so that any adjustments to the grade can be re- solved prior to any mainline trenching." 2. On Sheet 1 of the Plans, please add the following to the "GENERAL NOTES ". "10. At the option of the Contractor, the use of rotary drilling mud in lieu of the sand fill of the existing conduits will be allowed. See specifications for details." Also, add the following paragraphs to Section 11 of the Special Provisions: "The Contractor at his option may backfill the existing storm drain with rotary drilling mud. The mud, made from 72 -pound clay base, shall be forced into the storm drain until it stands in a 6 -inch, or larger pipe, indicating it is under a pressure of 4 feet or more (hydrostatic) above the soffit of the abandoned storm drain at each loca- tion where the mud is inserted." "The program and procedure of filling shall be approved by the Engineer before work commences. The program shall be such as to permit a free flow of air from the storm drain and the operation shall be de- signed to avoid entrapment of air within the drain. "The Contractor shall furnish the Engineer with shop drawings, which clearly show the method of filling. They shall indicate how the mud will be forced into ail voids, cracks and crevices, throughout the length of the drain and how the upstream inlet will be blocked to prevent release of the mud. Shop; drawings shall also be provided to indicate a satisfac- tory concrete plug at each end of the conduit to be filled. The plug shall be capable of withstanding the hydrostatic head created by the mud." Addendum Number 1 Page 2 "A careful record of the volume of mud placed shall be kept and furnished to the Engineer daily. The volume of mud placed shall equal or exceed the theoretical volume of the storm drain, after allowing for up- lifts in the invert." 3. On Sheet 3, change "72" R.C.P" to read "75" R.C.P." in the profile. Also, add to the construction note MANHOLE NO. 4, the word "(SPECIAL) ". 4. On Sheet 4, please note that the Outlet Structure has been detailed and appurtenant notes have been added. Please include the new attached revised Sheet 4 in place of the original sheet received. 5. Add to Section 12 of the Special Provisions the following paragraph: "The pilot - tunnel method of construction will not be allowed, as specified by the State Encroachment Permit. The jacking pits located within the State highway shall be tight- sheeted all- around. The minimum compaction required within the State highway is 957 of maximum density.'! 6. Add to Section 15, "General ", of the Special Provisions, the following paragraph: "The D- loadings shown on the plans are for informational purposes to the Engineer only. The Contractor shall furnish a minimum Class III, 1350 -D, reinforced concrete pipe as specified in the State Standards Specifications (AASHO M170) for all pipe shown on the plans." 7. Delete Item No. 13, "Bifurcation Structure" from the Proposal. As a point of information to the bidder, the fill operation on the northerly side of the Pacific Coast Highway will be a separate operation to be administered b-J, the owner, The Irvine Company. Upon acceptance of the new storm drain construction by the City Council, the requirement specified in Section 10 of the Special Provisions re- garding maintenance of storm flows willcease to be an obligation of the Contractor and become that of the owner. Please show date of receipt of this addendum on the proposal sheet, or indicate receipt by inserting a copy of this addendum with your proposal. Benjamin B. Nolan City Engineer MJA :naj Encl. U NOTICE TO BIDDERS: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 1033 CONTRACT DOCUMENTS FOR THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN ADDENDUM NUMBER 2 PLEASE REVISE THE PLANS AND SPECIFICATIONS FOR CONTRACT NO. 1033 AS FOLLOWS: I. CHANGE THE DESCRIPTION OF ITEM NO. 13, OF THE PROPOSALS "BIFURCATION STRUCTURE" TO READ AS FOLLOWS: 01 TRANSITION STRUCTURE PER DETAIL By SHEET 4". LUMP SUM) (THIS CHANGE IS A MODIFICATION TO ADDENDUM NO. I AND SUPERSEDES PARAGRAPH 7 OF SAID ADDENDUM N0. 1) PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEETy OR INDICATE RECEIPT BY INSERTING A COPY OF THIS ADDENDUM WITH YOUR PROPOSALS OR BY MAKING THE CHANGES TO THE PROPOSAL AS INDICATED. BENJAMIN B. 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ISO Z: ba� : N b b w yYIYY .. a s N W 4 V 11 go a z 34 = `Q O" JO W V) N LL 9 i So M t r W a ga$ $ v 1 h� • 8 tea\ p A • M w �jQY( w yYIYY .. a s :0 :!, -§ k !|; «! � . !� &■ f| # ■| �� !� \ � !� 2 | ; ! w w |� ■! !w ■# ` !r q t Gt ■!a ; ■ �!: 3 All ■ �■ — ��z� / ;� � ~l�.�� I ! ;,•- ■. ! |�. |z !lam - -■ C �l6� t 1r |■ q ■| |fix | |�f 2�\ 20i� - � _ ;k \ 11 Nle a ;■ E Z■ i I- t; � : d | § I $� |! � |� |) October 23, 1967 T0' CITY COUNCIL FROM; Public Works Director SUBJECT: EL PASEO STORM DRAIN As a result of a letter received from Mr, Edwin 0. Williams of 505 North Bay Front, Balboa Island, the City Council, at the meeting of September 25, 1967, directed the staff to prepare a report on the recently constructed E1 Paseo storm drain which extends from the Newport Center to the bay- A copy of the letter is attached to this report and "labeled, "Exhibit A," I GENERAL The E1 Paseo storm drain system is one of over 150 storm drains of varying sizes which deposit storm water into the upper and lower bay An exhibit will be prepared for the Council Meeting which will show all the drains connecting to the lower bay The fo ?lowing is a list of the storm drains of comparable size with some additional information on the quantity of flow and elevation of the outlet: DRAINAGE EXIT INVERT ELEV< AREA QUANTITY VELOCITY AT BAY, aseo a+ acres 455 Ct5 cu 1 y,e'{ t El Paseo - - - -�� 54" pkpe 32' 20 -0 67 ft, Bay side -C Carnation 60`�OMP 483 348w 18 -0 50 Ire ne Ter ace 60 areh 62 86 5 50 at Avocado Exten- culvert Riverside Ave 6 x�'6" box 115 165 i0 *3 00 culvert Newport Bllvd. 8 -',-F box 704 720 �20 + 23 culvert Hirth *glow retarded by Harbor V ew Dam e Ii. WATER QUANTiTY The new drain was constructed in the late summer of 1966 in advance of the Newport Center construction in accordance with the City of Newport @each Master Drainage Plan, as prepared by ;lames M. Montgomery, Inc., Consulting Engineer, and as adopted by the City Council on April 9, 1962 The new drain is a 54" diameter reinforced concrete pipe and supplements an old 5 foot x 5 foot concrete arch culvert in E1 Paseo Drive which extends across the Richardson's Yacht Landing property to the bay, The total design flow of 776 cub -c feet per second (cfs) is split between the new 54" pipe and old culvert, 321 cfs and 455 cfs respectively Both have an exit velocity of 20 feet per second �fpsy at design flow. Page 2 October 23, 1967 Subject: El Paseo Storm Drain The following is a comparison of the design data developed by Quinton Engineers Ltd., and James A: Montgomery Inc'. for a 25 -year storm: MONTGOMERY REPORT QUINTON ENGINEERS Total Drainage Area 438 Acres 461 Acres Total Flow Quantity 680 cfs 776 cfs Time of Concentration 18 Minutes 23 Minutes Commercial Acreage 61 Acres 261 Acres Both drainage studies contemplated the removal of the retarding dam that formerly existed northerly of Pacific Coast Highway III. WATER QUALITY During the final cleanup of the paved areas in the Newport Center prior to the opening on Friday and Saturday, September 9 and 10, 1967, a large quantity of loamite was deposited in the bay and on nearby beaches. Loamite is a trade name for a dark soil conditioner made of burnt wood with a chemical makeup of 1% Nitrogen, 1% Phosphorous, 1% Potash, and 97% inert material: The material was eventually dissolved and dispersed with the changes in tides, It is not expected that a high concentration of this or other similar material will again be deposited in such large quantities as to cause-a-serious problem.. However, continued surveillance of this drain and others will be required to assure good water quality. The Public Works Department receives regular laboratory reports from the Orange County Health Department, Division of Environmental Santitationson the quality of the water in the Newport Bay. At 22 different locations, samples of the water are obtained by boat, examined, and tested for coliform bacteria to determine the suitability of the water for bathers A review of the data obtained at Station No 1 located at Park Avenue on Little Island opposite the El Paseo storm drains indicates no substantial change recently in the coliform count, which averages 30 during the year, A count in excess of 1,000 would receive additional testing and a count of 10,000 would require a quarantine of the area, A test made on September 15, 1967 was 70, and the condition of the water was noted on the report as "clear" with no indication of odor or debris A request has been made for the Health Department to take additional samples in the immediate vicinity of the El Paseo storm drains.. These tests have been scheduled for later this week as a part of their routine sampling. IV. CONCLUSIONS: The El Paseo storm drain system is not unique and is similar in design to other comparable size drainage systems in the City which terminate in the bay: A pipe at an invert elevation above or at mean sea level (MSL) enables the maintenance crews to enter the pipe and to observe the flows the majority of the time, while a submerged outlet would be inaccessible and a possible A Page 3 October 23, 1967 Subject: E1 Paseo Storm Drain hazard to swimmers and boats, An outlet design employing a free outfall represents a good engineering solution when the primary considerations are economics and maintenance, 2, The design flows developed by Quinton Engineers are approximately 15% greater than the design flows shown in the report of James Me Montgomery, The'contributary areas shown in both reports are nearly the same. The increase in design flows is the result of a larger percentage of the contributary area being designated commercial than was previously estimated in the Montgomery Report. The exit velocity of the design storm flow is similar to other drains in the City. The velocity is a problem in this channel because of the proximity of the floats and slips, The Irvine Company is attempting to lessen this problem and reduce the amount of dredging now required by investigating the feasibility of a permanent energy dissipater and a temporary settling basin on the unimproved portion of the upstream channel_ 3. With respect to the water quality, it is expected that, as the landscaping and plants achieve maturity, the deposit of landscape debris and eroded soil will diminish, Jo$eph T,< \Devlin Puddlic WbAs Director Att ldg 6 IRVINE TERRACE PARK - EL PASEO DRIVE STORM DRAIN CONTRACT 1033 COST AND FINANCING NOTES THE ORIGINAL F.Y. 1965 -66 APPROPRIATION FOR THIS PROJECT CONTEMPLATED AN OUT -OF- POCKET COST TO THE CITY OF $35,000. (TRANSFERRED FROM THE RIVERSIDE 570RM DRAIN APPROPRIATION.) THE FINAL OUT -OF- POCKET COST TO THE CITY EQUALS THE CITY SHARE OF THE TOTAL PROJECT COST LESS THE COST OF PLAN CHECKING AND INSPECTION LABOR BY CITY FORCES. $36,618.42 - $ 3,413.13 = $33,205.29 FINAL NET COST 0 ! C)0 1 MAY 16, 1967 Tic IRvINc CowANY IRVINCS CALI►ORNIA SYOJCCTI FIN" ACCOw1T1aa OM TNS EL PA0c0 DRlvc- IRvINB URSA= PARR STOW ORAIN - CONTRACT NO. 103,3) FINANCt Aisne - mvno CONTRACT 4*, 1J36 ATT&UTION2 MR. GORDON jo-m3 GcaTLr.N m: TN; CITY C0044II ON MAY 3, 1267 ACCtPTCO T!ic 403STRUCTIO "I OF rat EL PASto DRIVE- IRYINt TERRACC PARK STORM DRAIN AND T.W rl"L COST 0131MIIWTION 19 ACCOROANC.9 WITH THE S"JCCY AQ",C- MUTS A3 SNSAAI OM YIL: ATTAC430 NiNO* AL30 ATTAC14110 Atlt LOPICS Or 'rNt FINAL CO3T ACCOUNTIMOp TI19 tINAI PATMCNT TO TNt COX- TRACTORS CNANOt ORDRRSS AND INVOICts FOR TOUR RCCOR00. Tat FINJUCC DKPARTACtif WILL St SNIPING YOU A Rt60E3T IOR PAY- WENT IN 149 "O',147` OWs AS $lwm, YOWL COOPCRAT4011 AND A411111TAIM IN TNIR PROJCCT NAVC REU 514 - CtRCL'Y APPRtCIATM IT is wnruL TNAT IN TNt YYTu*c wt MAY CONTINUt TO tttILIZt TNE39 TTPE3 Or %0IM1 PROJtCYS TO OUR WTUAL at"Crl:. vsRY Twsv TONRSp ft"aMIN S* NOLAN ASSISTANT FMIC WORM! DIRCCTOR "Alan ENCLs. CCs CITT Cum PIMANa DtPARTmmT iI ' tl t �tl<1L._ l %li7l?/ U�o�✓._ O<—ig4Z ,ro clt r 1/Z�ICE S7DK✓N . C.vs-mvcrto �oi✓i %tr /Tlo_.._- 103, �NQs✓C /N� ft�j/?EF l lTr . C54W7%C�1CT /_.. 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G « PNO -- K. 46- , MAV: 40PV Li 4E ANGLE BEgR114Er / -Z 2'54 Rr W 5/ °30•E. /L. zo A-3 18, oo1Rr. N. 49 °30' E 150 -[a 3 -4 0604u'LT. IJ. &4646'E. J, a. 95 4 -5 04.51 LT. N. 57 55,E. 94.4 5-6, 14 °10' LT /V. 43' 36 r, fe'7 Z0':I1 LT. /,/. 73 ^OYUt /10 T2 .1. ANGLES TUWED Pee -DGP• A, �L:ES• ,Z. 7oiNT NO.b •j0G.M. P. GAST�N(> Too FEM FoR FuTUQL ZNSP EL-T X01..1 Wo2K OR OTH8Q. 3. hr 5Th. 2Z. 7M SToam EL- Phso -- 14UNE TGLL0.,ACG 7hRC - �u1C., ii-SD B3 -L- SHEET 1b3 C.mv C... m rekQ'T nlo. C-10 S3 2e F. QUiuTOt� E1.�R. _ 4, S7r. Z-L +iZ 301 C R.T; = Point' #105 �o If T C. ,033 COUNCIL SITION: MAY 82 1967 TO: C M COUNCIL 7 p cr ,F It.P�eua -Q, a.� ,tfi.�c -�.1— FROM: PUBLIC WORKS DIRECTOR A% SUBJECT: ACCEPTANCE OF IRVINE TERRACE PARK — EL PASEO DRIVE STORM DRAIN CONTRACT NO. 1033 RECOMMENDATIONS: I. ACCEPT THE WORK. 2. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS AS INSTRUCTED BY THE CITY ATTORNEY. DISCUSSION: THE CONTRACT FOR THE CONSTRUCTION OF THE IRVINE TERRACE PARK -EL PASEO DRIVE STORM DRAIN HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS: $1D42268.15 AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: 1052659.18 AMOUNT OF CHANGE ORDERS: 5.866.0® TOTAL CONTRACT COST: $1112525.18 NET AMOUNT DUE CONTRACTOR (SEE DISCUSSION) 110.,525.18 THE FOLLOWING IS THE FINAL DISTRIBUTION OF COSTS IN ACCORDANCE WITH THE FINANCING AGREEMENT WITH THE IRVINE COMPANY., CONTRACT NO. 1o36: CITY IRVINE TOTAL UPPER PORTION "A" $292517.02 $39,OO1.45 $ 68,5i8.47 CONNECTOR PIPE & INLET 12728.40 - 1.,728.40 LOWER PORTION "B" 41.278.31 41.278.31 TOTAL CONSTRUCTION COST $310245.42 $80,279,76 $1112525.18 To: THE SUBJECT: PAGE 2 CITY COUNCIL CONTRACT N0. 1033 PERCENTAGE OF CONSTRUCTION COST ENGINEERING STAKE OUT PLAN CHECK AND INSPECTION (CITY FORCES) TOTAL PROJECT COST AMOUNT DEPOSITED BY IRVINE CO. DAMAGES PAID BY IRVINE COMPANY ENGINEERING PAID BY IRVINE CO. TOTAL DUE FROM IRVINE COMPANY 40 CITY IRVINE TOTAL 28.02 71,98 - 4D266.99 Io,961 -.40 152228-39 320.27 822.73 1,143.00 956..36 20,45•1-6a ,413.13 $369789.04 $94520.66 $131009.70 $37,199.53 1,000.00 15,228.39 THE AMOUNT REMAINING APPROPRIATED IN ACCOUNT NO. 02- 4197 -130 Is $1052668.15. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCILS CONSIDERATION IN AN AMOUNT OF $62000.03. OF THIS AMOUNT43A93.21 IS OFFSET BY AN INCREASE IN THE IRVINE COMPANY'S SHARE BEYOND THAT ORIGINALLY CONTEMPLATED. A TOTAL OF $1262300 WAS ORIGINALLY APPROPRIATED FOR THIS PROJECT IN FISCAL YEAR 1965 -66. SINCE ALL UN- ENCUMBERED FUNDS WERE REQUIRED TO BE RETURNED TO SURPLUS AT THE END OF THE FISCAL YEAR, THE BUDGET AMENDMENT IS NEEDED TO MAKE THE FINAL ACCOUNTING BALANCE. THE NET COST TO THE CITY FOR THE PROJECT HAS NOT BEEN INCREASED BEYOND THAT PROVIDED FOR IN THE ORIGINAL APPROPRIATION, WHICH INCLUDED AN ALLOWANCE FOR CONTINGENCIES. THE PLANS WERE PREPARED BY QUINTON ENGINEERS, LTD., OF LOS ANGELES, WHO WERE HIRED BY THE IRVINE COMPANY. THE ENGINEERING COSTS INCLUDED THE PREPARATION OF PRELIMINARY STUDIES, THE PLANS AND SPECIFICATIONS, SURVEYING, AND SOIL TEST BORINGS. THE COST OF DAMAGES TO PRIVATE PROPERTY IN AN AMOUNT OF $1,000.00 WAS DEDUCTED FROM THE CONTRACTOR S EARNINGS IN ORDER TO PAY FOR THE FAILURE TO COMPLETE THE CLEANUP AND LANDSCAPING WORK ON THE PRIVATE PROPERTY ADJACENT TO THE IRVINE TERRACE PARK. THE DIFFERENCE BETWEEN THE ORIGINAL BID AND THE TOTAL OF THE UNIT PRICE ITEMS CONSTRUCTED WAS DUE TO MANY SMALL VARIATIONS BETWEEN THE ENGINEER is ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES OF ITEMS REQUIRED. THE EXTRA WORK WAS DUE TO TWO CHANGE ORDERS PREVIOUSLY APPROVED BY THE CITY COUNCIL. ONE, FOR ADDITIONAL JACKED IN PLACE PIPE IN LIEU OF PIPE LAID IN AN OPEN TRENCH, AS RE- QUIRED BY THE STATE DIVISION OF HIGHWAYS, AMOUNTED TO $1,200. THE OTHER, IN THE AMOUNT OF $4,666.00, WAS FOR LOWERING THE GRADE OF THE LINE THROUGH THE PARK AT THE REQUEST OF THE IRVINE COMPANY. THE IRVINE COMPANY ASSUMED THE FULL COST OF THIS CHANGE. TO: THE CITY COUNCIL SUBJECT: CONTRACT 1033 PAGE 3 THE CONTRACTOR, UNDERGROUND CONDUCTORS CORPORATION OF COSTA MESA, CALIFORNIA, APPARENTLY HAS FAILED TO PAY MANY OF HIS SUPPLIERS AND SUB - CONTRACTORS. NOTICES TO WITHHOLD FUNDS HAVE BEEN FILED BY THE CREDITORS IN THE AMOUNT OF APPROXIMATELY $58,000. AN ACTION WAS FILED AGAINST THE CITY AND THE CONTRACTOR'S BONDING COMPANY BY ONE OF THE CREDITORS TO DEMAND PAYMENT OF FUNDS DUE. AS A RESULT OF THIS ACTION, THE CITY ATTORNEY HAS DEPOSITED THE ENTIRE AMOUNT REMAINING DUE TO THE CONTRACTOR WITH THE SUPERIOR COURT IN LOS ANGELES. IT IS ANTICIPATED THAT THE BONDING COMPANY WILL DO LIKEWISE, PERMITTING THE COURT TO DISTRIBUTE THE FUNDS TO THE CREDITORS. THE ORIGINAL DATE OF COMPLETION WAS SEPTEMBER 18, 1966. DUE TO THE RE- DESIGN OF THE UPPER PORTIONS AND THE NEED FOR RELOCATION OF THE UTILITIES IN BAYSIDE DRIVE, THE CONTRACT WAS DELAYED IN STARTING. THE ADJUSTED COMPLETION DATE WAS NOVEMBER 12, 1966. THE DRAIN WAS PLACED IN SERVICE ON OCTOBER 21, 1966. SEPH 1 EVL IN BLIC WO S DIRECTOR :NAJ CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING MARCH 15, 1967 PROJECT: IRVINE TERRACE - EL PASEO STORM DRAIN BUDGET NO. 02- 4197 -130 CONTRACT NO. 1033 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 1 24" R.C.P. 19.65 /LF 230 LF .4,519.50 2 48" R.C.P. 26.70/LF 250 LF 62675.00 54" R.C.P. 29.23/LF 652 LF 1%057.96 60" R.C.P. 33 70 /1-F 8 LF 269.60 5 66" R.C.P. 48,16 /LF 304 LF 14,64o.64 6 75" R.C.P.. 44.26/LF 414 LF 18,323.64 7 75" R.C.P. JACKED IN PLACE 173.28/LF 78 LF 13,515.84 8 M.H: #2 76 00 /EA 2 EACH I, 30.00' 9 M.H. #4 (SPECIAL) 1,10.00 /EA I EA. I,tjIO.00 10 OUTLET STRUCTURE 3,896.00/LS 100% 3,896.00 11 T.S. # 712.00 /EA. 3 EA. 2,136.00 12 I3 J.S. # T.S. (SPECIAL) 170.00 /EA. 1,468.00/1-3 5 EA. 100,% 850.00 1,468.00 14 BAYSIDE DRIVE PAVEMENT 875.00/LS 100% 875 00 15 EL PASEO DR. PYMT. 4,748.00 /LS 100% 4,748.00 16 PARKING LOT PYMT. 1,540.00/LS 100% 1,540.00 Iz7 BACKFILL EXIST. ARCH 7:t000.00 /1-S 100% 7,000.00 18 19 BULKHEADS CATCH BASIN 247.00 /LS 458.00/EA 100% 247 0o 458.00 W -7 1 EA. 20 CURB AND GUTTER 807.00 /LS 100% 867.00 21 TREES AND LANDSCAPING 1,200.00 /LS 100% 1,200.00 22 12" C.M.P. DRAIN 92.00 /LS 100,% 92.00 ADDITIONAL 75" R.C.P. _ (:LACKED IN PLACE) 120.00 /LT 10 LF c.o. #I 4,666.00 100% ' COMPLETION OF CLEANUP OF ADJACENT PROPERTY ORIGINAL CONTRACT $io4,268.15 EXTRAS TO DATE 4,666.00 CONTRACT TO DATE 108,934.15 AMOUNT EARNED 110,525.18 LESS IQ% RETENTION ' S LESS PREVIOUS PAYMENTS 952154.28 AMOUNT DUE THIS REQUEST 15,370.90 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGNED ✓✓ %�� - — /i SIGNED LNaINEW CONTRACTOR m Preliminary tests prior ,Igaward of contract. /� �. Control tests on materials actually entering into works. • COUNTY OF ORANGE 1 j ROAD DEPARTMENT `. ' -. Material Testing SEC1100 � TEST.NO. c-..47 419 FIELD NO. f�¢ RELATIVE COMPACTION CONT NO OR 'O. 0. OR P.O. OR A H F PI d/G -.C� nATPAREPT00. AA] -I3 -Ae . PROJECT e-/ RES IDET4T_ENG I NEER (INSPECTOR) 7i,VVze CONTRACTOR t ,e C '!'r_ "'SID E SEND REObAT TO: CONSTRUCTION ❑ AGENCY © MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION l.4�SE�, aT>O it Q.Pvi.�. L /J/ c RT "LT .OF C{ STA 23 7L-- REPRESENTING LIMITS TYPE MATERIAL DEPTFf., 6" TO 'BELOW FINISHED GRADE DATE /6' - = -G6 TESTED BY: A�iw' � IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C -c 1 .CC C _ WT. SAND USED 27.3.5- D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ,ibvo G VOLUME TEST HOLE S H WT. EX C. SAMPLE +TARE ?a - �z55 I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE �Y.nO K WET DENSITY IN PLACE / fj L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. 900 C -c 1 .CC DRY WT. 7 a 4 MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK C WET WT. - a DRY WT. - 3 Q TOTAL DRY WT.: '2113 ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD N0, C -c 1 .CC 2 3 4 0 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION C Q DRY WT. COMP. SPEC. '2113 005 R % MOISTURE - / , (m CONDITION OF MOLD ovdr S HT. COMPACTED SPECIMEN Z0, 6rc> /A C 0 T WET DENSITY V1 DRY DENSITY /3. 7Q 1 CONV. FACTOR =0.592 I FACTOR x = /asa.ay VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L= K- (100a +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 • RESIDENT ENGINEER (CITY ENGR.) F3011 -83.1 1140 L =I METHOD A 0 B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY IIJ21I MOISTURE /* RC = _ 4 - -- % . TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE T END OF MONTH BY MA ERIA LS EN .NEER RELATIVE COMPACTION . Preliminary tests prior ward oX contract. COUNTY OF ORANGE ROAD DEPARTMENT MAXIMUM DENSITY RATHOLE DATA .Material Testing Section �/ p TEST NO. C— INITIAL WT. TEST SAND .. B FIELD NO- — Control tests on ❑ INITIAL WT. SPECIMEN RELATIVE COMPACTION LAB `ONT NO.OR ll.. OR P.O. OR ARFPI materiels actoolly "?- 5 o WET WT, , entering into works, • TEST SAND DENSITY SPf DATE REPTD. If contract, use Contract item PROJECT </ tJ.,K"F'n AGENCY R RESIDENT ENGINEER (INSPECTOR) TitVGCFr' CO NT RACTOR,u1�4,'�k- ;kauu,, _'c SEND REPORT TO: CONSTRUCTION ❑ AGENC E kj MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION EC /NSV6 .arc < > -: .. ,ti ' /Zi;'"c -RT LT OFD STA REPRESENTING LIMITS G TYPE MATERIAL A/' t�'r - DEPTH A • 'TO EX BELOW FINISHED GRADE DATE io - Z?- TESTED BY: WT. EXC. SAMPLE + TARE • IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA , .,: METHOD A MOISTURE SAMPLE Al INITIAL WT. TEST SAND ,gyp B WT. SAND RETAINED /¢.6o INITIAL WT. SPECIMEN FIELD LAB C WT. SAND USED "?- 5 o WET WT, D TEST SAND DENSITY Q DRY WT. COMP. SPEC. E VOLUME SAND USED R ' MOIST. M Z0.8 N F VOLUME CONE + RING - SP. GR. ROCK G I VOLUME TEST HOLE ISil / WET WT, ROCK HT. COMPACTED SPECIMEN H WT. EXC. SAMPLE + TARE 20.86 DRY WT. ROCK T I TARE WEIGHT S' WET WT, - J WET WT. EXC. SAMPLE _'y DRY WT. - 4'- K WET DENSITY IN PLACE FACTOR x Q = TOTAL DRY WT. C= A- B L DRY DENSITY IN PLACE 96 % ROCK G =E - F K = J +G CONE .1667 CORR.MAX.DENSITY L = K + 0 00,., +N) • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 O 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 VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L = K + 0 00,., +N) Q = 0 (100% + N) SM. RING .0143 1 .1810 R = (P -Q) _ Q V = FACTOR x Q+ S I LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83.1 ❑ BILLING WILL BE BY MA RELATIVE COMPACTION 1 B- 140 y METHOD A W B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE 7 DENSITY MOISTURE RC = 8O� 7 TENT. RC = % SPECIFICATION: NL —% OF MONTH - ❑Preliminary tests prior COUNTY OF ORANGE tytward of contract. ROAD DEPARTMENT p Material Testing Section 0 TEST NO. C- FA Control tests on materials actually RELATIVE COMPACTION OO ?OR P.OROR AHFP) �( • entering into works. - &F > - DATE REPTD.�.._j If contract, use contract item / PROJECT EL Pwso S`7 ©.Croi Z'&;"— AGENCY `=J 'y •'� RESIDENT ENGINEER (INSPECTOR) CONTRACTOR��.Fbr. V cwv Cn,r» SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS El LOCATION LL /�i. �: o LJ�% =��n. <e +E t %�-L - RT LT OF rL STA REPRESENTING LIMITS TYPE MATERIAL .✓SA'F DEPTH 41 TO -s BELOW FINISHED GRADE DATE TESTED BY: L�cPeiEL IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED - -' C WT. SAND USED 27So D TEST SAND DENSITY 6..6tc E VOLUME SAND USED , 33 FIVOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - a' H T. EXC. SAMPLE + TARE I TARE WEIGHT �<�$ J WET WT. EXC. SAMPLE }60 K WET DENSITY IN PLACE p L DRY DENSITY IN PLACE 117.3 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. bv-- - -' DRY WT. goa INITIAL WT. SPECIMEN % MOIST. M I /C.S N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - ? e Q DRY WT. - a' TOTAL DRY WT. % ROCK R CORR.MAX. DENS I TY REMARKS Test Method Calif. 216-,F • RESIDENT ENGINEER (CITY ENGR.) r3011 -83.1 130 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. Or DENSITY �19 MOISTURE 1 RC = 98 % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE AO AT END OF ONTH BY ERIA LS ' RELATIVE COMPACTION 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 CONV. FACT6R =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 =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 • RESIDENT ENGINEER (CITY ENGR.) r3011 -83.1 130 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. Or DENSITY �19 MOISTURE 1 RC = 98 % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE AO AT END OF ONTH BY ERIA LS ' RELATIVE COMPACTION ❑Preliminoy ry tests prior 0 toward of contract. Control tests on materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION It contract, use contract item TEST NO. C- Y p C/ 4- FIELD NO. CONT. NO. OR 'A (W.O. OR P.O: OR AMF P).�JZII DATE KEPT D.. -._�by . PROJE 'tf E,( Pvccn _STO.C?� -i �.Pf7iu A NCY RESIDENT-ENGINEER (INSPECTOR) =_�' CONTRACTOR E] SEND REPORT TO: CONSTRUCTION OUTSIDE nGescv ��'� MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ' A- A<jSEn S76,. ,., RT LT OF Ct STA e5- - REPRESENTING LIMITS TYPE MATERIAL n.d'BF DEPTH 7 TO 9LPf BELOW FINISHED GRADE DATE / ^ -ie- TESTED. BY: /d4&&,E<- IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED i /•>o C WT. SAND USED ab, 0 D TEST SAND DENSITY ;,gg E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING _ G VOLUME TEST HOLE S H WT. EXC. SAMPLE + TARE ( TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE S K WET DENSITY IN PLACE L DRY DENSITY IN PLACE ;/7.3 METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 7BS 4 "< MOIST. M /a.z N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. - 3 DRY WT. - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • 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 CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT GcE -F K +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 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) I B- y METHOD A M B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE //y 1 r/ DENSITY MOISTURE RC = 9e % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL HEM AT END OF MONTH BY AT RIA LS: NEE /3011 -83.1 RELATIVE COMPACTION '.' 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' cr co 0o U U J r- -¢ Z m Q O N Z N Z \O P- co O\ O N N N N O O H U 6 Please return t ., 7797 Laura Lagios, Ciify Clerk City of Newport.6each < 3300 Newport Blvd. Newport Beach, Calif. 92660 NOTICE OF COMPLETION PUBLIC WORKS Bc -8251 i 1.,213 To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on October 21, 1966 the Public Works project consisting of construction of the El Paseo Drive - Irvine Terrace Park Storm Drain on wtucn was the contractor, was the surety, was I, the undersigned, say: C ce CITY OF NEWPORT BEACH 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 May 11, 1967 at Newport Beach, California. I, the undersigned, I am the City Clerk of the City of Newport Beach; the City Council of said City on May 8, 1967 accepted the above described work as 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 May 11, 1967 at Newport Beach, California. RECORDED AT REQUEST OF CITY OF B:VV °ORT eEUM IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. '9:05 AM MAY 12 1967 J. WYLJE CARLYLE, County Recorder FREE ANSWER OF GARNISHEE ; Creditors House!.. e„ Coiy! ............:: ...vs. ................. . ..... ............................... 608 S. New Hampshire kWo ATTORNEY FOR CREDITOR Lob- Angele8_s- California Q000�- ............................. L J :ors s+orpt........No.......44z_ "73.7... IMPORTANT: Please mail Answer in DUPLICATE to F. L. "SNAP" GLASER. MARSHAL NEWPORT BEACH -COSTA MESA JUDICIAL DISTRICT 567 WEST 18th STREET COSTA MESA, CALIFORNIA ....... Ste. E ....................Garnishee To N944 kISW Ument and demand for a statement ❑ Bond under C.C.P. 539a or 682a served with garnishment October 19! 67 served on me ...................... .... . ....... ............................... 19 .......... by the Marshal, Newport Beach-Costa Mesa Judicial District, County of Orange, State of California, under and by virtue of a Writ issued in the above entitled case, my answer is that I am holding under said garnishment the following property belonging to the defendant(s) Underground Conductors Corporation, a corporation or either of Them therein named, and •- --- •-------- -•- ---•------------------------ ---• •----................... .................-- ..........., as above. or either of them: standing in the name of--- - ------ ............... -- -- -•...................... - ---- $ ... ...... ...............owing to said defendant( s) ................................................ ._... ............. at the time thereof; (The above amount does NOT include The exempt one -half of the earnings of the defendant(s) for his personal services rendered within 30 days next preceding such garnishment.) Stocks or shares, or interest in any stocks or shares, belonging to said defendant(s) in ...... - .................................................. ................................................................................... .., a corporation, to wit: Also personal property belonging to said defendant(s) in my possession or under my control; to wit: Check reason if not indebted: ❑ Paid in Full; ❑ Terminated ..... ............................... ❑ Other FOR MARSHAL'S USE ONLY ❑ Money fec'd.'Holding under attachmerit.' ❑ Money recd. Will be remitted to you. Unless otherwise indicated, no money was received with this answer. Signed Date NOTE: Where the person served refuses to give the officer the required statement or answer within 10 days he maybe required to pay all costs of any proceedings taken for the purpose of obtaining information respecting the same. IC.C.P. W. 5161 F 2026.2.1c . .f NOTICE OF GARNISHMENT Creditors HouseB a corp. VS Underground Conductors CSrp• No 4.42135 .. ....... ............................... .......... ............................... H. M. Bregmn a 6085 - NeW _Hampshire IiVe• ATTORNEY _F_ 0__R CREDITOR Los Angeles, California 90005 °-------•---------- ---------------------.. --•------- -...................--•--...... F. L "SNAP" GLASER, MARSHAL NEWPORT BEACH -COSTA MESA JUDICIAL DISTRICT 567 WEST IBth STREET COSTA MESA, CALIFORNIA City of Newport Beach, Depta of Sts. To : - --..Garnishee City z iaaer Bond under C.C.P. 539a or . 682a served with garnishment October 19, 19.67... NOTICE IS HEREBY GIVEN that in pursuance of a writ, a copy of which is annexed hereto, ATTACHMENT AND LEVY IS HEREBY MADE as to the defendant(s) and /or judgment debtor(s) Underground Conductors Co oration a corporation ...................................... ..... ? ............ .... .....�....................:..., or either of them, therein named, and standing in the name of...as above__ __________________________ ____________ ___________ or either of them: (1) of all personal property, money and credits in your possession or under your control belonging to said defendant(s), and the debts owing by you to said defendant(s) EXCEPT ONE -HALF OF THE EARNINGS of the defendant(s) for personal services rendered at any time within thirty days next preceding, this levy; " , . .... . (2) Stocks or shares, or.'. interest in any stocks or shares, belonging to said defendant(s) in ............6 ......:........:i '.'..:..................... ............----- °-- °- ° °....... -----°-°----- --- ° °..:_...................... a corporation. A STATEMENT IN WRITING of the amount or,description of-the same is also required of you within ten days after service. If the attached writ is an EXECUTION, DEMAND IS HEREBY MADE UPON YOU FOR DELIVERY of all property levied upon to the Marshal's Office shown above. Make check payable to F.L. "SNAP" GLASER, Marshal, and mail with answer in DUPLICATE. Amount necessary to satisfy WRIT L. "SNAP" GLASER, MARSHAL OF �s9emxxonrrmixs ATTA CHMRNT I E n R BEACH L)1 TYA FORANGECIAL DISTRICT, MAIL ANSWER IN DUPLICATE TO MARSHAL'S OFFICE SHOWN ABOVE F 10264.1c SEE A Name, Address and Telephone No. of Attorney(s) WOSS & BBEGMAN 000 South New Nam2shire Ave. Los Anger, Cali'oruia 90005 Telephone: 382 -9459 Attorney(s) for Plaintif(s) Attorneys TZ Plaintiff WRIT OF ATTACHMENT Space Below for Use of Court Clerk Only IN THE 1VIUNICIPAL COURT OF LOS ANGELES JUDICIAL DISTRICT COUNTY OF LOS ANGELES, STATE OF CALIFORNIA Case Number CREDITORS, HOTIaELZ--C=porAtIDI1 6--vs.MMFRGROUND •Ua N •: •'.'•: •� Plaintiff • • •• - THE PEOPLE OF THE STATE OF CALIFORNIA, To the Sheriff, Marshal, or any Constable of the County of L G>;is ORANGE You are hereby required to attach and safely keep all the property of the following named defendant(s) UNDERGROUND CONDUCTORS CORPORATION, a corporation, DOE I. DOE II and DOE III within your county, not exempt from execution, excluding one -half of the earnings of such defendant(s) re- ceived for personal services rendered at any time within 30 days next preceding the levy of attachment, or so much thereof as may be sufficient to satisfy the demand of plaintiffs) against such defendant(s) to-wit: $ 2626.22 , plus interest thereon at the rate of 7 % per annum fro.Ctiebruary 22, 1967 NO M ; (p z M r M �- m and $ nil attorney fees, beside costg unless such defendants) give (s) you security as provided in Section 540 of the Code of Civil Procedure. PeATT, 6MR-1-TMOX •. (SEAL) /c -/j ( Cr %� 76W774-- 01159 --Cdb 1.65 GEORGE J. BARBOUR, Clerk of said Court By , Deputy Note to officer: Please attach returns on reverse aide. C.C.P. Secs. 537561, inc. 53 CITY PORT fpc" I. ftt TO THE STATC&S MOSIF ,ICATION Of THE r .-- 111111 p 41TV licalm THE JACKCD 75 I114*'*.JVC AT STA 26+ lIISTgAD or 26 t 34 AS smwW ON THE Pt*-*., • Tom ADDITI OK" 10 rc;T or. • JACK" P10t,901.1. BE COkiMCTCD AT THE A6111410 VF.010 UNIT Pasce or $120.00 PER "OT THE .NET CHANGE IN CONTRACT COST DUE TO THIS CHARGE Oltbelt Ist Aovs 10 Lr 7.5-imcm R.C.P. (jAiskil) a 120.00 410,M.00 DtLtTgt 10 Lr 75timcm R.C.P. (ITCHI) TOTAL Pat `l 0 0 SEPTEMBER 12, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: IRVINE TERRACE - EL PASEO DRIVE STORM DRAIN (C -1033) j Ll RECOMMENDATION. CONFIRM PUBLIC WORKS DIRECTOR 'S APPROVAL OF CHANGE ORDER NUMBER 2. DISCUSSION: SECTION 4 -03 OF THE STANDARD SPECIFICATIONS FOR THE C�NSTRUCTION OF PUBLIC WORKS IN THE CITY OF NEWPORT BEACH REQUIRE: COUNCIL APPROVAL OF EXTRA WORK. AMOUNTING TO $500.00 OR OVER. AT THE TIME THE SUBJECT CONTRACT WAS AWARDED, A STATE DIVISION OF - -- HIGHWAYS ENCROACHMENT PERMIT HAD BEEN OBTAINED FOR THAT PORTION OF THE DRAIN WITHIN THE PACIFIC COAST HIGHWAY RIGHT -OF -WAY. THIS PERMIT ALLOWED AN OPEN CUT ACROSS THE PAVED SHOULDER UP TO THE TRAVELED WAY, AND REQUIRED THE PIPE TO BE JACKED UDDER THE REMAINDER OF THE HIGHWAY. THE DAY BEFORE THE JACKING OPERATION WAS T9 BEGIN, AN AMENDMENT TO THE PERMIT WAS RECEIVED FROM THE STATE REQUIRING THAT THE POPE BE JACKED UNDER THE ENTIRE IMPROVED WIDTH OF THE COAST HIGHWAY. THIS ENTAILED 10 FEET OF ADDITIONAL JACKING. DUE TO CERTAIN FIXED COSTS HAVING BEEN ALREADY APPLIED TO THE CONTRACT PRICE FOR THE JACKED PIPE, THE CONTRACTOR WAS ABLE TO SUBMIT A VERY FAVORABLE PRICE FOR THE ADDITIONAL 10 FEET. CHANGE ORDER NUMBER 2 IN THE AMOUNT OF $75'(.1:0 WAS ISSUED TO THE CONTRACTOR ON AUGUST 30, 1900. THE COST OF THE CHANGE ORDER WILL BE PAID 46% BY THE CITY AND 5 � BY THE IRVINE COMPANY UNDER THE TERNS OF THE PRIOR AGREEMENT FOR CONSTRUCTION OF THE DRAIN. THE DOLLAR VALUE OF THE COTY'S SHARE WILL BE $348.44. - t J SEPH DEVLIN , BLIC KS DIRECTOR GPD :JDc SEPTEMBER 12., 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR Q SUBJECT: IRVINE TERRACE - EL PASEO DRIVE STORM DRAIN (C -1033) X LI RECOMMENDATION: CONFIRM PUBLIC WORKS DIRECTOR'S APPROVAL OF CHANGE ORDER NUMBER Z. DISCUSSION: SECTION 4 -03 OF THE STANDARD SPECIFICATIONS FOR THE C3NSTRUCTION OF PUBLIC WORKS IN THE CITY OF NEWPORT BEACH REQUIRES COUNCIL APPROVAL OF EXTRA WORK AMOUNTING TO $500 -00 OR OVER. AT THE TIME THE SUBJECT CONTRACT WAS AWARDED., A STATE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT HAD BEEN OBTAINED FOR THAT PORTION OF THE DRAIN WITHIN THE PACIFIC COAST HIGHWAY RIGHT -OF -MAY. THIS PERMIT ALLOWED AN OPEN CUT ACROSS THE PAVED SHOULDER UP TO THE TRAVELED WAY2 AND REQUIRED THE PIPE TO BE JACKED UNDER THE REMAINDER OF THE HIGHWAY. THE DAY BEFORE THE JACKING OPERATION WAS T9 BEGIN, AN AMENDMENT TO THE PERMIT WAS RECEIVED FROM THE STATE REQUIRING THAT THE PIPE BE JACKED UNDER THE ENTIRE IMPROVED WIDTH OF THE COAST HIGHWAY. THIS ENTAILED 10 FEET OF ADDITIONAL JACKING. DUE TO CERTAIN FIXED COSTS HAVING BEEN ALREADY APPLIED TO THE CONTRACT PRICE FOR THE JACKED PIPE THE CONTRACTOR WAS ABLE TO SUBMIT A VERY FAVORABLE PRICE FOR THE ADDITIONAL 10 FEET. CHANGE ORDER NUMBER Z IN THE AMOUNT OF $757.40 WAS ISSUED TO THE CONTRACTOR ON AUGUST 30' 1900. THE COST OF THE CHANGE ORDER WILL BE PAID 40% BY THE CITY AND 5 � BY THE IRVINE COMPANY UNDER THE TERMS OF THE PRIOR AGREEMENT FOR CONSTRUCTION OF THE DRAIN. THE DOLLAR VALUE OF THE CITY'S SHARE WILL BE $3b8.40. 1 F13L SE P H . DEVL1M IC KS DIRECTOR GPD :JDC APPROVED BY CITY C , '±1/1 DATE S� �Z OWI r CIL 19 - ;7- CITY OFGIPORT BEACH - PUBLIC, WORKS DEPAENT PROGRESS PAYMENT REQUEST NO. I FOR PERIOD ENDING A4am* 25i 19 PROJECT: IRVINE TERRACE - EL PASEO STORM DRAIN BUDGET NO. CONTRACT ITEM No. - CONTRACT ITEM CONTRACT PRICE PERCEWT COMPLETE AMOUNT EARNED 2 48" R.C.P. 26.70/LF 248 LF 6,62I.6o' 3 54" R.C.P. 29.23/LF 444 LF 12,978.12 5' 66" R.C.P. 48.16/LF 52 LF 2,5o4.32 6 75" R.C.P. 411 -26 /LF 8 LF 354.08 15 EL PASEO PVMT. 4,748.00LS 30%f., tj!c24.4o 16 RICHARDSON'S PVMT. 1,54o.00LS 3o% 462.00 17 SAND BACKFtLL ARCH. _ 7,000.00LS 6o% 4,200.00 w $28,544.52 ORIGINAL CONTRACT 164,268.15 EXTRAS TO DATE *44-,666.00 CONTRACT TO DATE 108 034.15 AMOUNT EARNED 28,544.52 LESS 10% RETENTION 2g .54t 5 LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST 25,690.0 SEND PAYMENT TO: UNDERGROUND CONDUCTORS 3007 ENTERPRISE STREET COSTA MESA, CALIFORNIA I HEREBY CERTIFY THAT T"F. ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED /✓ / _.4 �/- SIGNED J_ Lu<e I N CeR CbNTRAC T BY 521 _ v�� I • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 6 CHANGE ORDER NUMBER i 1 CONTRACT I EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN CONTRACT DER 1 1033 CONTRACTOR s UNDERGROUND CONDUCTORS INC. I. AS PER THE REVISED PLANS SHEETS 3 AND 40 N0. D- 5033 -S, DATED JULY 21, 1966, LOWER THE MAIN CONDUIT DETWEHN STA. 21 + 00 AND STA. 27 + 180 AND PERFORM OTHER ADDITIONAL WORK ASSOCIATED WITH SAID PIPE LOWERING AND AS SHOWN ON SAID REVISED DRAWINGS. TOTAL LUMP SUM PRICE - $4351.00 2. CONNECT EXISTING DOWN DRAIN ON SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY TO NEW DRAIN WITH 18" R.C.P. AND A13ANDON EXISTING 18" C.M.P. AS PER REVISION ON SNT. 3 OF PLANS N0, D- 5033 -SA DATED JUNE 13! 1g6t. TOTAL LUMP SUM PRICE m $315.00 TOTAL AMOUNT CHANGE ORDER No. M - $4666.00 ENGINEER: / ✓' / .'/ �`-!'"=�, �__�. DATE= CONTRACTOR; IJnderz -round Conductors Corp. By I— DATE M 0 JULY 25, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. IC33) RECOMMENDATION: APPROVE A CHANGE ORDER IN THE APPROXIMATE AMOUNT OF $4,700,00 FOR THE CHANGE IN THE CONSTRUCTION OF THE STATE HIGHWAY CROSSING AS REQUIRED BY THE DIVISJON OF HIGHWAYS ENCROACHMENT PERMIT. DISCUSSION: AT THE COUNCIL MEETING OF MAY 23, 19660 THE CITY COUNCIL AWARDED THE ABOVE CONTRACT TO UNDERGROUND CONDUCTORS, INC., SUBJECT TO THE ISSUANCE OF AN ENCROACHMENT PERMIT FROM THE DIVISION OF HIGHWAYS FOR THE WORK IN THE PACIFIC COAST HIGHWAY. II - 1 THE DIVISION OF HIGHWAYS, AS A CONDITION OF PERMIT APPROVAL, RE- QUIRED THE DESIGN OF THE DRAIN TO BE MODIFIED TO ACCOMMODATE FLOWS FROM THE NEWPORT CENTER DEVELOPMENT. THE GRADE OF THE PIPE CROSSING THE STATE HIGHWAY AND IN THE UPPER SECTION OF THE PARK WAS LOWERED AS A RESULT OF FURTHER INVESTIGATION OF THE DESIGN OF THE UPSTREAM FACILITIES. THE ESTIMATED COST OF THIS CHANGE IN GRADE IS $4,700.00. AN EXACT AMOUNT WILL BE DETERMINED FROM THE CONTRACTOR UPON APPROVAL OF THE CHANGE ORDER. BECAUSE THIS CHANGE IN THE PLANS IS BASICALLY AN INCREASE IN THE PIPE CAPACITY, THE IRVINE COMPANY HAS AGREED TO FINANCE THE TOTAL AMOUNT OF THIS.EXTRA WORK. THE JOINT FINANCING AGREEMENT BETWEEN THE CITY AND THE IRVINE COMPANY STIPULATES THAT THE COMPANY PAY FOR ANY INCREASE IN THE CAPACITY OF THE EXISTING DRAIN. ADDITIONALLY, THE STATE HAS REQUESTED THAT AN EXISTING BASIN BE CON- NECTED ON THE SOUTH SIDE OF THE HIGHWAY TO THE NEW DRAIN. THE COST FOR THIS CHANGE ORDER IS ESTIMATED AT $350.00 AND WILL BE SHARED BETWEEN THE CITY AND THE IRVINE COMPANY, BASED ON THE FORMULA IN THE AGREEMENT. SUFFICIENT FUNDS ARE AVAILABLE IN ACCOUNT No. o2- 4197 -130 TO .FINANCE THE CHANGE ORDERS. J SEPH fDEVLIN PU LIC S DIRECTOR MJA:NAJ APPROVED) BY CITY COUNCIL DATE v v4- y , 196 C&' 1.• �x CC UNDERGROUND CONDUCTORS CORPORATION E N G I N E E R I N G C O N T R A C T O R S 3007 ENTERPRISE STREET, COSTA MESA, CALIFORNIA June 29, 1966 City of Newport Beach City Engineering 3300 W. Newport Blvd. Newport Beach, Calif. Attention: Mr. Michael Anderson Subject: Construction of E1 Paseo Storm Drain (C -1033) Gentlemen: We are in receipt of your letter dated June 22, 1966. We were advised by Mr. Dunigan on June 24, 1966 that a change order effecting this contract would be issued in the near future and not to commence construction. In your letter you also informed us that the shop drawings for the pipe had not been approved. The contract was executed by the City on June 20th and because of this tentative change order we request a extension of time on the reference contract. The number of days extension is unknown at this time and will be submitted for your approval at a later date. We have completed exploratory work with your forces in the area of Bayside and El Paseo Drive. We will submit a progress schedule of operations for your information, as soon as the tentative change order is resolved. Very truly yours, J. E. Barrett JEB /lr RECEIVED .JUL 1 1966 PUBLIC WORKS DEPTr CC UNDERGROUND CONDUCTORS CORPORATION E N G I N E E R ] N G C O N T R A C T O R S 8007 ENTERPRISE STREET, COSTA MESA, CALIFORNIA June 7, 1966 Mr. Benjamin B. Nolan City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport Beach, Calif. Subject: Construction of the E Drive - Irvine Terrace Storm Drain, Contract Dear Mr. Nolan, The following list of Sub - Contractors is being submitted for your approval for the construction of the E1 Paseo Drive, Irvine Terrace Park Storm Drain: 1. J.E. Young Pipeline Construction Co. 650 Berry St., Brea, California Jack 75f1 R.C.P. under Pacific Coast Highway. 2. Hane Gunite Co., Inc. 2400 E. 70th Street, Long Beach, California Sand fill existing storm drains, construct bulkheads. 3. Trautwein Bros. 2410 Newport Blvd., Newport Beach, Calif. Install concrete sheet piles, strong back & temporary shoring at seawall. 4. L. B. Penhall Co., Inc. 140$ W. Center St., Anaheim, Calif. Remove: A. El Paseo Drive B. Bayside Drive C. Richardson's lot D. Sidewalks E. Curbs F. Gutter G. Portion of Seawall Replace: A. E1 Paseo Drive B. Bayside Drive C. Richardson's lot D. Sidewalks E. Curbs F. Gutters cont. 0 5. Tetley Nurseries 844 West 6th St., Corona, Calif. ►" All Landscaping and replacement of trees, ect. 6. Pipe to be supplied by American Pipe and Construction Company. I£ there is any further question in regards to these Sub - Contractors, please inform us at your earliest convience. Sincerely, illiam L. Hoy Secretary- Treasurer WLE /lr cc: Margery Schrouder, City Clerk Mr. Michael Anderson, Associate Civil Engineer Mr. Joseph T. Devilin, Public Works Director CHANGE ORDER NUMBER: 2 CONTRACT IRVINE TERRACg4EI PASEo DRIVE STORM DRAIN CONTRACT NUMBER 1033 CONTRACTOR UNDERGROUND CONDUCTORS I. DUE TO THE STATELS MODIFICATION OF THE ENCROACHMENT PERMIT BEGIN THE JACKED 75 -INCH PIPE AT STA 26 + 24 INSTEAD OF Z6 + 34 AS SHOWN ON THE PLANS. THIS ADDITIONAL 10 FEET OF JACKiW,ip,I.PE SHALL, BE CONSTRUCTED-AT THE.AOREtDUPON UNIT PRICE OF $120.00-�PER LINEAL FOOT,, THE NET CHANGE.IN CONTRACT COST DUE TO THIS CHANGE ORDER IS: ADD: 10 LF 75-INCH R.C.P. (JACKED) @ 120*00 $1.,200.00 DELETE:, 10 LF*TS�INCH R.C.P. (ITEM 6) 442.60 TOTA L To, �N� Tjndprarnund -CON Conductors Corp . I G TPA QTO R DATE -By DATE l 33 THE IRVINE COMPANY IRVINE, CALIFORNIA 92664 (714) 644 -0120 May 23, 1966 Mr. Joseph Devlin City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Mr. B. B. Nolan Subject: E1 Paseo Drive - Irvine Terrace Storm Drain Contracts No. 1033 and 1036 Dear Sir: We have reviewed the bid summary included with your letter of May 18, 1966 and concur in your recommendation of the award of contract to Underground Conductors Corporation of Costa Mesa for the amount of $104,268.15. Enclosed is a check for $37,199.53 made payable to the City of Newport Beach, which is understood to be the portion of the Irvine Company's share of construction cost which is due upon award of contract to the low bidder. If, for any reason, the contract should not be awarded as of this date, May 23, 1966, the check should be returned to The Irvine Company until such time as award is made. Also enclosed are two easements to the City of Newport Beach from The Irvine Company covering those portions of the storm drain which presently run through private property. These are the portions at Richardson's Yacht Landing from Bayside Drive to the Bay, and in the residential parcel located at 600 Malabar Drive. Copies of the easements secured from the respective lessees are also enclosed for your information. 0 City of Newport Beach - 2 - May 23, 1966 We trust that the enclosed material completes those actions required of the Irvine Company to allow award of contract as of this date. Should you have any questions, please call us at once. GBJ /cjz Encls. Very truly yours, Gordon B. 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QfW LOS ELF'S, CALIFORNIA t M �f BY. .....DATE iQ ..�r^. Fi. BUBJLCT .................... ...................... ...... !BEET NO, .�.. OF.. GMKD. BY ... . .... DATE .... ...... ,.......e ,ef AG .............. .. ..A._ ........ Joe ND...... .... �� .. ... 3 __._..... __ . ... QZ= 170 /3G d3 _ 99 A3 613' y h� /. � �_ 2X1•/ -/•7 x•6l - ?.. .o .r.a7.,•7a7 Z/45 aiANUAIIf .� 1967 NATIONAL AYTONOstLt a C#UALTY INSURANCE COMPANY 639 SOUTH 3MINO STREET LOS ANOtLESS CALI►ORNIA ATTENTIONt MR. DOMAN 3usJECTt EL PASCO DRtvc - INVINt TERRACC PARK STOSM 1IAI11 CONTRACT NO. 1033 BtNTL[MENt TF LIST or NOTICE* Tv,W.ITMM*LD fl#tD WITH TUC CITY IN CONNECTION WITH SUOJECT PRO ACT 1* AS ►OLLOWSt 3UPPLItR EOOAR I. CIR:STER AFRICAN PIPE AND CONSTRUCTION CO. CHAS. J. ROUNDS COMPANY J. E. YOUNG PIPELINE CONSTRUCTION Co. Ecco, A CO-PARTNERSHIP R. W. MCCLELLAN AM 30N9 HALEY TRucatime COMPANY AMOUNT TOTAL 4 J1LM -3e =13' "t CSTIMATCD AMOUNT or rums* RETAINED sY THt CITY AMOUNT* TO TF CONTRACTOR HAS DONE A VC*Y OOOO in ON THE ►IIOJECT AND IS /INISFO tXCEPT ►OR SEVERAL RELATIVELY IM*IONIIICAMT CLERNWP ITEM*. VERY TRULY YOURS KENNETH L. PERRY ASSISTANT CITY EN01NtER KLPtin - .. T A • THE IRVINE COMPANY 13042 MYFORD ROAD, POST OFFICE BOX 37, IRVINE,CALIF. 92650, LINCOLN 4 -0120 March 31, 1966 Mr. Joseph Devlin City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Mr. B. B. Nolan Subject: Irvine Terrace Storm Drain Dear Mr. Devlin: At the present time, plans for the reconstruction and upsizing of the existing Irvine Terrace Storm Drain from the north side of the Pacific Coast Highway to the Bay are in your possession for checking. In accordance with the various discussions held with the City in the past on this subject, it is planned that the storm drain work in the Irvine Terrace area be done this year. It is necessary that the storm drain work be done this year in order to protect against the ultimate collapse of the existing storm drain under the park, and to provide adequate drainage capacity for the Newport Town Center which is planned for open- ing in the fall of 1967. As noted in your letter of August 30, 1965, the City Council approved a financing formula for correction of deficiencies in the existing storm drain at its meeting of August 23, 1965. The approved formula provides that The Irvine Company will be responsi- ble for the cost of providing adequate additional capacity to serve improved upstream properties and that the City and The Irvine Com- pany will share equally the cost of correcting structural deficien- cies in the Irvine Terrace Park area. Of the several alternates originally studied, the scheme with the least cost to the City was selected. In order to determine the proportionate share of the cost to be borne by each party in accordance with the above formula, Quinton City of Newport Beach - 2 - March 31, 1966 Engineers, Ltd. was asked to estimate the relative costs of a storm drain providing for replacement of the existing structurally inadequate drain only, assuming that the upstream properties are undeveloped, and a storm drain sized both to replace the existing structure and to provide the upsizing necessary for development of the upstream properties. Schemes A and B indicated below, respectively, represent these relative costs. SCHEME A (Undeveloped) Item Quantity Unit Cost Cost 63" 67y 48 3Z" kau 450 Lin. ft. $50 /Lin, ft. $22,500 54" 0 R.C.P. 224 Lin. ft. 41 /Lin. ft. 9,184 -W' R.C.P. (Jacking) 78 Lin. ft. 155/Lin. ft. 12-,f 0 11,?Ov $43,774 SCHEME B (Developed) Item Quantity Unit Cost Cost 75" 0 R.C.P. 450 Lin. ft. $55 /Lin. ft. $24,750 60" ¢ R.C.P. 224 Lin. ft. 46 /Lin. ft. 10,304 75" 0 R.C.P. (Jacking) 78 Lin. ft. 160 /Lin. ft. 12,480 $47,534 As a matter of comparison, to use for a cost proportion between the City of Newport Beach and The Irvine Company, the following equation was used; Let A = Cost of smaller system B = Cost of upsizing A + B = Total Cost A = $43,774 B = 3,760 City of Newport Beach to pay -T = $21,887 A Irvine Company to pay 2 + B = $25,647 City of Newport Beach - 3 - March 31, 1966 On the basis of the above, the City of Newport Beach will be responsible for 46% of the cost of the portion of the storm drain subject to replacement and The Irvine Company will be responsible for 54% of the cost of this section. It should be noted that the cost figures above are of value only for comparison purposes and that the proportions derived should be the method of determination for payment inasmuch as the actual cost of construction will be based on bid. Engineering and other fees should be similarly proportioned. We are presently awaiting cost data for the overall project to enable us to make a further calculation of proportions. As the City's participation in the above work will be in excess of $3,000, it is our understanding that the contract must be let as a Public Works contract. We respectfully request that the necessary arrangements to initiate this Public Works contract be made at the earliest possible date in order to insure that con- struction on the project can begin sometime in May. We would be pleased to meet with you at any time to discuss this matter in more detail. GBJ /cjz ,T.. Very truly yours, Gordon B. Jones Project Engineer RECEIVED APR 4 1966 PUBLIC WORKS DEPT R'�' 2 0 lu v v. J Q Q S .l O� Illti i' l` c W � v 2 0 A c e 0 F 1 i•. t� W 1 I 1 O it pJ r, r pd mil. i_ h 'I 11 • O 0 V � Z Ib Ch (8 O� 9► V) 0 Nt L,4 fir', r'r kn Q0 it 4) NI ORANGE COUNTY FLOOD CONTROL DISTRICT R 6 80% 109 1 BANTA ANA, CALIFORNIA H. G.OSBORNE TELEPHONE: 834 -2300 400 WEST EIGHTH ST. CHIEF ENGINEER AREA CODE 714 SANTA ANA, CALIFORNIA, 02702 MAR 9 1966 FILE No. GOODOl . 21 City of Newport Beach City Hall 3300 West Newport Newport Beach, California Attention: Mr. B. Nolan Gentlemen: This office has made hydrology calculations for by the City Engineer. The for the hydrology study of affecting the Harbor Dam a ing downstream facilities. REB/ jam a cursory review of the Newport Center, submitted calculations are acceptable storm drain construction 1d retarding basin and exist- Very truly yours, C. R. lqelson Senior Civil Engineer RECEIVED MAR 111966 PUBLIC A-U'' s DEPT.. 0 P CERTIFIED COPY OF RESOLUTION The undersigned does hereby certify that he is the duly elected, qualified and acting Secretary of UNDERGROUND CONDUCTORS CORP., a California corporation, having its usual place of business at 3007 Enterprise, Costa Mesa, California, that at a duly and properly held meeting of the Board of Directors of said corporation held on the 18th day of May, 1966, at which a quorum was present, the following resolution was unanimously adopted as shown by the Minute Book of said corporation, to -wit: "RESOLVED, that William Hoy, the Secretary/ Treasurer of this corporation be authorized and directed to execute any and all agreements, bids and contracts of this corporation and that his execution thereof shall bind this corporation." I WILLIAM HOY, Secretary of UNDERGROUND CONDUCTORS CORP. • California corporation, hereby certify that the foregoing is • true copy of a resolution duly and legally adopted by the Board of Directors of said corporation, at a legal meeting of said Board duly held May 18, 1966, and that said resolution has not been revoked. DATED: May 18, 1966. �/ ZY-r � L secretary (SEAL) _: i r JULY 25, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK ' STORM DRAIN (CONTRACT NO. IC33) H RECOMMENDATION: APPROVE A CHANGE ORDER IN THE APPROXIMATE AMOUNT OF $4,700.00 FOR THE CHANGE IN THE CONSTRUCTION OF THE STATE HIGHWAY CROSSING AS REQUIRED BY THE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT. DISCUSSION: AT THE COUNCIL MEETING OF MAY 23, 1966, THE CITY COUNCIL AWARDED THE ABOVE CONTRACT TO UNDERGROUND CONDUCTORSO INC.$ SUBJECT TO THE ISSUANCE OF AN ENCROACHMENT PERMIT FROM THE DIVISION OF HIGHWAYS FOR THE WORK IN THE PACIFIC COAST HIGHWAY. THE DIVISION OF HIGHWAYS AS A CONDITION OF PERMIT APPROVAL, RE- QUIRED THE DESIGN OF THE DRAIN TO BE MODIFIED TO ACCOMMODATE FLOWS FROM THE NEWPORT CENTER DEVELOPMENT. THE GRADE OF THE PIPE CROSSING THE STATE HIGHWAY AND IN THE UPPER SECTION OF THE PARK WAS LOWERED AS A RESULT OF FURTHER INVESTIGATION OF THE DESIGN OF THE UPSTREAM FACILITIES. THE ESTIMATED COST OF THIS CHANGE IN GRADE IS $4,700.00. AN EXACT AMOUNT WILL BE DETERMINED FROM THE CONTRACTOR UPON APPROVAL OF THE CHANGE ORDER. BECAUSE THIS CHANGE IN THE PLANS IS BASICALLY AN INCREASE IN THE PIPE CAPACITYO THE IRVINE COMPANY HAS AGREED TO FINANCE THE TOTAL AMOUNT OF THIS EXTRA WORK. THE JOINT FINANCING AGREEMENT BETWEEN THE CITY AND THE IRVINE COMPANY STIPULATES THAT THE COMPANY PAY FOR ANY INCREASE IN THE CAPACITY OF THE EXISTING DRAIN. ADDITIONALLYO THE STATE HAS REQUESTED THAT AN EXISTING BASIN BE CON- NECTED ON THE SOUTH SIDE OF THE HIGHWAY TO THE NEW'DRAIN. THE COST FOR THIS CHANGE ORDER IS ESTIMATED AT $350.00 AND WILL BE SHARED BETWEEN THE CITY AND THE IRVINE COMPANYO BASED ON THE FORMULA IN THE AGREEMENT. SUFFICIENT FUNDS ARE AVAILABLE IN ACCOUNT N0. 02 -4197 -130 TO FINANCE THE CHANGE ORDERS. A=EPH fDE VLIN LIC S DIRE CTOR MJA:NAJ JULY 11, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR a SUBJECT* THE CONSTRUCTION OF THE EL PASEO DRIVE — IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. 1033) RECOMMENDATION: APPROVE A CHANGE ORDER IN THE APPROXIMATE AMOUNT OF $3,000.00 FOR THE CHANGE IN THE CONSTRUCTION OF THE STATE HIGHWAY CROSSING AS REQUIRED BY THE DIVISION OF HIGHWAYS-ENCROACHMENT PERMIT. DISCUSSION- AT THE COUNCIL MEETING OF MAY 23, 1966, THE CITY COUNCIL AWARDED THE ABOVE CONTRACT TO UNDERGROUND CONDUCTORS, INC., SUBJECT TO THE ISSUANCE OF AN ENCROACHMENT PERMIT FROM THE DIVISION OF HIGHWAYS FOR THE WORK IN THE PACIFIC COAST HIGHWAY, THE DIVISION OF HIGHWAYS, AS A CONDITION OF PERMIT APPROVAL, RE- QUIRED THE DESIGN OF THE DRAIN TO BE MODIFIED TO ACCOMMODATE FLOWS FROM THE NEWPORT CENTER DEVELOPMENT. THE GRADE OF THE PIPE CROSSING THE STATE HIGHWAY AND IN THE UPPER SECTION OF THE PARK WAS LOWERED AS A RESULT OF FURTHER INVESTIGATION OF THE DESIGN OF THE UPSTREAM FACILITIES. THE ESTIMATED COST OF THIS CHANGE IN GRADE IS $3,000.00. AN EXACT AMOUNT WILL BE DETERMINED FROM THE CONTRACTOR UPON APPROVAL OF THE CHANGE ORDER. BECAUSE THIS CHANGE IN THE PLANS IS BASICALLY AN INCREASE IN THE PIPE CAPACITY, THE IRVINE COMPANY HAS AGREED TO FINANCE THE TOTAL AMOUNT OF THIS EXTRA WORK. THE JOINT FINANCING AGREEMENT BETWEEN THE CITY AND THE IRVINE COMPANY STIPULATES THAT THE COMPANY PAY FOR ANY INCREASE IN THE CAPACITY OF THE EXISTING DRAIN. ADDITIONALLY, THE STATE HAS REQUESTED THAT AN EXISTING BASIN BE CON- NECTED ON THE SOUTH SIDE OF THE HIGHWAY TO THE NEW DRAIN. THE COST FOR THIS CHANGE ORDER IS ESTIMATED AT $450.00 AND WILL BE SHARED BETWEEN THE CITY AND THE IRVINE COMPANY, BASED�ON THE FORMULA IN THE AGREEMENT. SUFFICIENT FUNDS ARE AVAILABLE IN ACCOUNT NO. 02 -4197-130 TO FINANCE THE CHANGE ORDERS. EPH DEVLIN LIC KS DIRECTOR VMJAeVR .ATTT . COUNCIL: ?, // - &� DISPOSITION: . � FILE: `7 A To FORM P -YO?. (REV. 7.63) RU 07606,EA 512--- Do Not Bill LL Dneaa A7YHiT OF PURL om .. No.-L. 765521 ''` A: DIVISION OF HIGHWAYS EN CROAHMENT PERMIT City of Newport Beach Los Angeles -- ,California City Hall Newport Beach, California: ` June 17, - - -------------- - - - - -- -19_66 L jPermittee J In compliance with your request of -- --- -- _--- $` --------- — ---- - ------ 19 -- 66uid subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSIONIs HEREBYGRANTEDTo maintaim the storm drain and.appurt.enances constructed by the Irvine-. Company within the Division of High rs' right of way at Station 125 +93.33, Pacific Coast Highway, Ora- 001 16.78, as shown on Plans dated June 13, 1966, Drawing No. D- 5033 -L, Job No. 65858, Sheet 3 of 5 sheets and Job No. 65852, Sheets 2,.,10,, and 17 of 19 sheets. This permit covers the maintenance of the facilities as described . above, after said facilities have been constructed and the State Highway is replaced and /or repaired to the satisfaction of the '1 Permittee and the Division of Highways. It is understood that a separate permit to construct the facilities shall be secured by the successful bidder prior to starting the work. It is further understood that the Permittee constructing the facilities shall not post a Surety Bond on Form P -4 with the Division of Highways; covering the work, cost of inspection, soil test charges, etc. In the event of a conflict between the plans and therequirements of the construction permit, the permit requirements shall prevail,.ovar„ said Plans. (CONTINUED ON PAGE 2) This permit is to be strictly construed and no work,other 1&n that specifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been com letedbe ore ___ Indefinite 19 ---- -__ J. 07- ra -00 - 16.7$------- --- ----- -- ---- -- - -- - JAC : nam DEPARTMENT OF PUBLIC WORKS cc: RIME MENZIES HUSEBY DIVISION OF HIGHWAYS JCW SUBSTR. DEPT. A. L. HIMELHOCH GENERAL PROVISIONS I km. This permit is issued under Chapter 3 _ P£ Dcvaiesi_ 1 }nos iybtcfp CmdA .'L;6e tam encroach - _thie m fiv der said C apcer I of aasd'1a kF, y provided- 9ispybhtl.asanda and fienchise r " it understood and age ithat the doing of any wofk under this peril - shell - •bfldse rxoru. ; '- - ' : - . . . � 3 scot "EtAsdds58nd Thir permit is granted wish. ending that this action is not to my predmilent on the sip n of the expediency of Permitting - certain kind of encroachment as ba.,eta _ rfghc �• of Sea highway., :. 4 Notice Prior to Sterling Work...'$e {me starting work on which an inspector is required, or whe"vWi4ted on the `this permit, the Permitter shall notify ,the Dstnaa Engineer or other designated employee of the district iir'wh s work u to be done Such notice shall be given at least three dry. snxdvigeeof the date work is to begins - - - �- f Rap Pnmstpn eke Work. Thu permtt %T at the site of the work and must be almwo w any representatmV, k [he Grantor or soy {aw <nfbrYement officer od'demand " _ -. a e; Otber Agenrier. The party or m whom [her perss(t u ssssted sbilt, whpava the same u roquircll by few, sacssa order or consent to any work hueund<r from the Pubbe Utya[ap Commsauogpf tJae $face p[..Gltfornias or say .µ aehtx.pubhe lit6aai tuaedittioo, and`tbis permit shall be suspended b ewer un)os and until _ a opera rota asent is otitaiped. _ ofTirDSe,, Adegwte' provision shall be made -Eat [son of the eepling public, Barricades shall be placed coach red `te at nsghtralwlhgmm empoyed. all u may be a grticular work iti.pitsgraa 8. Miaiassa lnterjifrut! lallfr Tnffir. All work .hall b serried wt so tbu these will be the least possible inaoveasience to the aavelmg public except for the specific work persni 9. Seorags of MdnW. No:msterisl shill be srorrd within - " (t) fee[ from the edge of pavement astrwralo way or within the shoulder line where the sbwlW9saaearider than eight fat T lo. Clean UP Ngk! Y. VPOn eomAlesion.sf the wordy ail brush.; timbers - and- neatetiil shot bi' natively removed and the right of way Wtb as presentable conditions before work starts& _ t t Ili i. $4nd4rds of Corstrurtion. All work sball4bnfeta loo recogoixd standlirds of taittweaeHm. - . - /2• S1p ersWas e/ Gras(or. All the work " isit"Illabjec[ mrho eapervition td,.eed ",the atufattion of. the grantor. 1. Faeare Moving of Installation. It s on lay' the Permittee that whenever'' construction, reconstruction or masntenanee work on the highway may require, the mstallat for herein shall, upon request of the Grantor, be immediately moved b➢, and at the adds expense of, the Permutes,., - i. 14. ExQens! pf ynsQectiort On work "whmfi requi "res the pcesena o£ ao y*pldlee of the Grantor as inspector, cheaalary, travel - "hsg'rxpense. and othet.ind&sttol:ixpease of suet Aspetson during the work- ehaff1bi-old by the Permittec . upon presentation of a bill ' therefor. .. .. :. _ I f Lfability far 'Damages The Pemye[ee, is responsible for ,. 'ty for personal, injury or Property. damage which ... may arise au[ of work ,ltetnn perrtxtted or which -may arise out of failure drtjl9F'Permictce'r paa to perform less obligations undEr'tkis- - permit in respect tiC Stlaptenance..In the event any claim of loch flabiliry u madepgainsc [he $tate_of California, ot.say, department - o1 cer, or employes iWoeof, Peimit -ter shall defend, indemnify -and hold them and each of them hasmles:from such claim; This permit shall i not be effective for any purpose unless and until the above named 14rmittee files with tht Grantor, a suretybond in the form anitamount - 'required by said Grantor, unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the event - '-. the Permittee is a governmental board which derives its revenue .by,,,tx anon.. - 16. Mdking ReParrs.- -If the Grantor shall -o fee to paving whschy has been disturbed shall be 'made by employees of the Grantor and the expenses .phtnof shall: be borne by the &rmatee, who shall purelt a and deliver on the -road the materials c: necersary for said work w directed by the Gnmoe -All payments to laborers, inspectors n, employed .by said Grantor for or on account - of the work herein rontebiplited; shall be made hijxiiid Permittee forthwith on receipt of written orders, .pay rolls or vouchers approved by Grantor. Or the Grantor may elect to requite a deposit before starting, repairs, in an amount sufficient to cover the tatirnated coat thereof. .. - The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not so elect, the Permitter shall make such repairs. promptly. In every ,case the Per.4ioe -hall be responsible for restoring any, portion of the highway which has been - s: - excavated of,otherwisedi turW to its'Sonner condition ere nearly as may be possible' except where the Grantor elects to make repairs to .a:. paving as above provided in this paragraph;and except where provision to th'e contrary is made in the- typewpittso portion of the per - s _ 17.- Care of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall - -- he made by the Peralittee to provide for it as may be directed by the Grantor. - - - - - - - _ - Is. `Sgbnit Lop{fioR'.Plyn. tfpop completion of underground or surface work of consequence, the Permittee - shall- furnish- plan to the Grantor's District Office showing location and detail.. - - H: 'Mainfewhi-e. The Pernottee agrees by the"acceptance -of this permit to exercise reasonable care to maintain properly s any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing and making good any injury; to any portion of the highway which "cuts 'a a result of the'maintenmp a of the encroachment in she highway or as)_- reshft of the work done ;under this permit, inchiding any and all injury to the highway which would not have occurred had such work not been done:armch cocraechmen[.not.placed therein. - PIPES, CONDUITS, GAS PUMPS, ETC. .. 20,. Crating Raudssvy. Service *and other small diemaa pipes shaft be jutted or otherwise forced underneath pavetent without disturbing same. Pavement or roadway shall not be cut unless specifically permitted on the face berm£. Service pipes will not be permitted ',wide of meta( cult'_ ert pipes used a drainage structures - i - p 2r; ZJWI'sExavvaiiw.' No-excavation is to be made closer ek'm eight (s) feet from else edge of the pavement except a may be specified. � � - 22. Tunneling. No tunneling will be permitted except an major work a may be specifically set forth on the faro - hereof. 2). De:ttb of Pipes. Thereahall be a minimum of two (2) fees of cover ova all pipexot eoaibuia, , - 24. Backfilling. All backfilling is to be moistened a wcessary and thoroughly hand tamped, there being am Im -then ove tamper. to each shoveler. Whenever required by the grantor, a trench cresting the Medway shall be backoled with gravel or crushed cacti ... -.. - . - 29. Preserve Surfacing Material. Whenever a gravel or crashed rock surface is trenched, each material shall - 6e placed at we side. and when baekfiBmg is started the rock material shall be replaced no its original position. - 26. Maintain Surface. The Permitter shall maintain the surface ova structures placed hereunder a long a necessary, . 27. Pijr. Along Roadway. Pips and utilities paralleling the pavement shill be located at the d inmce' from teaseled way ead at such depth as specifically directed an the face hereof. Cutting of as rota will -net be permitted. a a •A j -a I . City of Newport Beach -2- June 17, 1966 766 -E- 765521 07 -ora- 001 -16.78 4 . This permit shall be kept a the site of the work and mu e shown to any representative the Grantor or any law enforcement officer on demand. Should the Division of Highways' Representative find work in progress prior to his notification, he shall stop said work for a period not less than the remainder of that working day. -;$pecial attention is directe& to Paragraphs 2, 3, 5 and 6 of the General Provisions printed on this Form. The attached SUBSTRUCTURES and BORE sheets are part of this permit. 0 0 ` SPECIAL TERMS AND CONDITIONS (SUBSTRUCTURES) TO BE ATTACHED TO AND MADE A PART OF ENCROACHMENT PERMIT NO. 766 -E- 765521 A. - Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under this permit. State Inspector E. N. Huseby phone 542 -4739 between or if no answer phone - - -- n o:uu A.m. ana 4:uu e.m. 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 - All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways, Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions: 1 - SAFETY AND TRAFFIC CONTROL: A minimum of all lanes shall be provided for traffic in each direction. In a t on, minimum clearances of two feet ad.acent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. Provision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty - four) hours a day. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be opened at any one time. After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the perimeter of pavement removal will be less than 30 feet, P.C.C. pavement shall be scored to a depth of 12 inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, provide an unfractur•ed pavement joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as per F.C.C. pavement except where in the opinion of the State Inspector the pavement has b3en cut neat and straight along both sides of trench to provide an unfractured and level pavement joint for bonding existing pavement and replacement patch. Form VII -SS -Rev. 13 - 11/4/65 (OVER) Repairs to P.C.C. pavement shall be made of Portland Cement concrete containing a minimum of 7 sacks of cement per'cubic yard. Replacement of P.C.C. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hours. Repairs to A.C. pavements shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of A.C. pavement shall equal existing pavement thickness.but not less than 3 ". Rock base will be required if so indicated on the face of the permit or shown on the plans. Structure backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent. Structure backfill outside of slope lines and not beneath any .roadbed shall be compacted to a relative compaction of 40 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30 if the excavation falls within the existing or proposed road- bed. In such areas consolidation by ponding and jetting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and.that foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the upper 4 feet below finished rade is not permitted. when onding and e ng s perm e , ma er a or use as s ruc ure backfill shall be placed and compacted in layers not exceeding 4 feet in thickness. Ponding and jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain.the required compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing equal in thickness to that removed but not less than 3 inches in compacted depth. Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed with score marks matching existing score marks. 'when installation is to be made by boring or jacking under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruc- tion to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' Representative, the Permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, In order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90.degrees from the centerline of the State Highway which the main line traverses. SPECIAL CONDITIONS FOR BORING OPERATIONS TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 766 -E- 765521 All baring operations shall be made without the use of water or air excepting that a minimum amount of water supplied from a container mounted on operator's equipment may be used for bit lubrication only, It approved by and used in the presence of a Division of Highways representative. If considered necessary by the Division of Highways' Representative, the Permittee shall, at his expense, pressure grout from within the casing and/or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. FORM VII- EP -Bor. Rev 2. 2/4/55 less face hereof. POLES, WIRES 28, Location Pok Lines, rte. 0 CABLES AND OVERkMAD STRUCTURES Pole lines shall be located fiom'the property line unless otherwise specified on the NUF 29. Public Utilities Commaaloa Orden. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. 30. Permission from Property Whenever naessary to more permission from abutting property owner, such authority meet be treated by the Permitter prior Nib . 31. Clearance of Trees. Poles mm[ ght u co permit cleraow saver a tea 40 f.lu,heigbt, colors 9uick growing trees are in place. A[ locations when ee are in plate, normal cenetraction rtandard`tnay be followed at the option of the pole line company, with provision to a 40 -foot tree. 32. Gay Wires. No guy wirer are ro treat except on specific authority and in ro event shall they be w attached as on girdle the tree or interfere with its growth. Guy wire shall be kept at a minimum elevation of six feet above the ground whenever so directed. 33. Clearing Around Poles. The Permitter, shall remove and keep class all vegetation from" within a radius of at least five ices of the pole. 34. Painting or Vbfbllity Strips. All poles are to be painted for a distance of six feet above the ground using white lead and oil or aluminum paint or in lieu thereof, when Polo have creaoW house, wool, metal or other approved type of visibility stripe may be placed. Wood strips am to be Donglan fir 1v x 3' -3' long placed tr.een[ert about the Mat of pule and punted with white !ad and oil or aluminum paint. If metal stripe are used such strips may b 'ether vertically or horizontally. Paint is to be renewed a often a may be required to maintain a satisfactory covering. If sot ; when installed or renewed a the grantor may consider natatory, the right is noervd to have this painting done and the Permitter, herby agrees to bear the cost thereof under the tame of this permit. Pala that do at front a pavihle trage beard trill be Siren consideration for etmption from tbuo pr .1. apt trrinen repeat of Penticton aaatpaded by paallwne data a to pole location, dirneves in eletation, ore. The poster's daldos will be final b able nerd. 33. Rancor Old Poles, Guys and Stabs. The entire length of web timbre shall be removed from the ground and the hole backfltd and thoroughly tamped .. PLANTING TREES 36. Location and Species. The location and kind of trees to he planted shall be specified on the face of this permit. 37. Planting and Maintenance Cost. The Permitter must bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted.. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permitter. Land for such plantings shall be secured in fee by the Permitter and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removal of Trees. Wham permit it granted fee removal of a tons us an independent operation or a a part of other work, the entire stump shall be taken oat for a depth of at least two feet blow the ground wrface. 40. Clearing the Site. All timber and debris shall be removed from the right of way. The lack left by the stump shall be backftlled and thoroughly tompd and the site left in • presentable conditions. 41. Trimming of Trees. In general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permitter. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Gradm and Spedficalons. Grad= and types of co struc[ioo &ball be a detailed by plane or stated on the face of this permit. 44. Bor,ro and Waste. Only such borrow and wan will be permitted and within the limits as on forth on the face of this permit. 43. Mitten, Work. Grading down of small books, small ditches, placing of awning&, and other similar minor work shall be governed by the gtmrol provisions and a detailed on the face hereof. Signs 46. Cleorann, of Slgnr. The minimum clearance from the sidewalk shall be twelve fen. Railroad Crossings 47. Safely end Convenleuce. The fowr safety and convenience of the traveling public shall be given every consideration in the location and type of construction. 48. Meet Nigbvey Grdr. The grade and superelevation of the track most conform to the grade of the highway at point of creasing. 49. Wideb of Paving. The crossing shall be planked or paved a may be specified on the face of this permit for the full madway and shoulder width. eaT. M. rem ) -m an. & aW 3 F- L FORM P -202 (REV. 7 -69) To The Irvine Company P. 0. Box 37 Irvine, California RU 07606, EA 512 - -- Permit # A7AT2 OF CALMRNU 66 6 DEPARTMENT OF RMUC VOM No.____7 _.E =- 7_5522 DIVISION OF HIGHWAYS . ENCROACHMENT PERMIT 7 , Permittee J Los Angeles June 17, California .. In compliance with your request of ____________August 16 ,--------- _ ------------- 19_ -65jind subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSION Is HEREBY GRANTED To construct approximately 120' of 72" RCP storm drain, 78' of which shall be jacked and /or bored without the use of water or air from curb line to curb line, and other appurtenant facilities, within the Division of Highways' right of way at Station 125+93.33, Pacific Coast Highway, Ora- 001- 16.78, in accordance with the Plans dated June 13, 1966, Drawing No'. D- 5033 -L, Job No. 65858, Sheet 3 of 5 sheets and Job No..65852, Sheets 2, 10, and 17 of 19 sheets attached to Permit No. 766 -E- 765521. The storm drain along the north side of the Highway, the catch basins, and laterals from Station 126 +50 to Newport Center Drive shall not be constructed as part of this permit. The 6' wide, 230' long drainage channel to be constructed along the north side of the Highway between Station 124 +12 and Station 126 +15 shall be 4" thick A.B.M. and wire mesh. The pilot tunneling methodic not authorized. Traffic shall..b2 maintained in accordance with Sections 7 -1.08 and 7 -1.09 of the Standard Specifications dated July 1964. (CONTINUED ON PAGE 2) This permit is to be strictly construed and no work other than that sbecifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been ltd b August 17, 66, comp e e efore - -- - - - -- -- -- - 07 -Ora- 001 -16.78 JAC:nam cc: JCW RIME MENZIES HUSEBY SUBSTR. DEPT. CITY OF NEWPORT BEACH, City Hall DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS L. HimALHOCH GENERAL PROVISIONS 1. Definition. This permit is issued under Chapter 3 of Division 1 of the S[rtess and Coda The teems ancreach- meet is used in this permit as defined in the said Chapter 3 of said code. Except at otherwise provldatl fec public agencies and franchise holders, this permit is revocable oe five days notice. 2. Acceptance of Provisions. It is understood and *grand by the partial " that the doing of any work under this permit shall constitute an acceptance of the provisions. 3. No Precedent Established. This permit is granted with.:the that this action is not to be considered as establishing any precedent on the question of the expediency of permitting of encroachment to be erected within right of way of State highways. __ 4. Notice Prior to Starting Work. Before starting work on �a an inspector is required, or whenever stated on the face of this permit, the Permitter, shall notify the District Engineer or other designated employee of the district in which the work is to be done. Such notice shall be given at least three days in advance of the date work is to begin. 3. Keep Permit on the Work: This permit shall be kept at the site of the work and must be shown to. my representative of the Grantor or any law enforcement officer on demand. - 6. Permits from Other Agencies. The party or partia to whom this permlit is fseued *hall, whenever the same is required by law, secure the written order or cement to any work hereunder from the Public Utilities Commission of the State of California, or any other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order or consent is obtained. 7. Protection of trafc. Adequate provision ohs!! {!* made for the protection of the traveling public. Barricades shall be placed with red lights at night, also flagman employed, all a ma*Je required by the particular work in progress. S. Minimum Interference With Traffic. All work ahal *'planned *end afried out an that there will be the least possible inconvenience to the traveling public except fm the specific work permitted. 9. Storage of Material. No material shall be scored within eight (8)_fantlfmm the cage of pavement or traveled way car within the shoulder line where the shoulders are wider than eight feet. 10. Clean Up Right of Way. Upon completion of the timber, scrap .end material shall be entirely removed and the right of way left in a presentable condition is before work 06r td. 11. Standards of Contraction. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. All the work shall be dome subject to the supervision of, and to the satisfaction of, the grantor. 13. Puts", Moving' of Installation. It is understood by the Permitter that whenever construction, reconstruction or maintenance work on the, highway' may require, the installation provided for herein shall, upon request of the Grantor, be immediately moved by, and at the sole expense of, the Permitter., 14. Expense of Inspection. On work which requires the Vpresence of an employer of the Grantor' aa inspector, the salary, travel- ing expense and other incidental expense of such inspection. during the'4vork shall be paid by the Permitter upon presentation of a bill therefor. _ .. .. ..'_ ... .. 13. Liability for Damages. The Permitter is responsible for all liability 'for .personal injury or property damage which may arise out of work herein permitted, or which may arise out of failure on the Permifteei part to perform his obligations under this permit . in respect to.maintemance. In the event.any claim of such liability is made ageisist the State of California, or any department, officer, or employee thereof, Permitter shall defend, indemnify and hold them and each of them harmless from ouch claim. This permit shall not be'4cctive for any purpose unless and uritil the above named Permitter files with the - Grantor, asnety bond in the form and amount required by said Grantor, unless specifically' exempted on the face .hereof. The requirement (that a bond ire, filed data not apply in the event the Permittee is a governmental board which derives its revenue by taxation. 16. Making Repairs. If the Grantor shall so elect, repairs tb paving which has bail disturbed shall be made by employees of the Grantor and the expenses thereof shall be borne by the Permitter, who shall purchase and deliver on the road the materials necessary for said work as directed by the Grantor. All payments to laborers, inspectors; etc., employed by said Grantor. for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of, written orders, pay, rolls ot'vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting repairs, in an amount sufficient to cover the estimated cost thereof. The Grantor will give reasonable notice of its election to make such repairs. If-the Grantor does not so elect; the Permitter shall make such repairs promptly. In every case the Permittee shall be responsible for restoring any portion of the highway 'which has been excavated or otherwise disturbed to its former condition as nearly as may be possible except where the Grantor elects to make repairs to paving as above.pruvided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit.' 17. Care of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall be made by the Permitter to provide for it as may be directed by the Grantor. - - - 18. Submit Location Plan. Upon completion of underground or surface work of -consequence, the Permitter shall furnish plan to the Grantor's District Office showing location and details. 19. Maintenance. The Permitter agrees by the acceptance of this permit to exercise reasonable care to maintain properly any encroachment placed by it in the highway and so exercise reasonable care in inspecting for. and immediately repairing and making good any injury to any portion of the highway which occurs as a result of the maintenance of the encroachment in the highway or as a result of the work done under this permit, including any and all injury to the highway which would not have occurred had such work not been done or such encroachment norplaeed therein. .. .. _ ., PIPES, CONDUITS, GAS PUMPS, ETC. 20. Crossing Roadway. Service and other small diameter pipe shall be jacked or otherwise forced undernath pavement without disturbing same. Pavement or roadway shall nor be cut unless specifically permitted an the face hereof. Service pipe will not be permitted inside of metal culvert pipes used as drainage structures. 21. Limit Excavation. No excavation is to be made choice than eight (g) feet from the edge of the pvement except as may be specified. 22. Tunneling. No tunneling will be permitted except an major work as may be specifically act forth on the face hereof. 23. Depth of Pipes. There shall be a minimum of two (2) fat of cover over all pipes or conduits. 24. Backfslling. All backfilling is to be moistened in necessary and thoroughly hand tamped, there being not less than one tamper to each shoveler. Whenever required by the grantor, a trench croaiing, the roadway shall be baekfilled with gravel or crushed rock. 25. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material shall be placed at one side and when backf fling is starred the rock material shall be replaced to its original position. 26. Maintain Sarface. The Permitree shall maintain the surface over structures placed hereunder as long as necessary. 27. Pipes Along Roadway. Pipes and utilities paralleling the pavement slash), he . located at the distance from.travdad way a and at such depth specifically directed on the face her n be hereof. Cutting of true rao will nor permitted. 0 The Irvine Company 766 -E- 765522 0 June 17, 1966 07 -Ora- 001 -16.78 This permit shall be kept at the site of the work and Est be shown to any representative of the Grantor or any law enforcement officer on demand. . Should the Division of Highways' Representative find work in progress prior to his notification, he shall stop said work for a period not less than the remainder of that working day. Special attention is directed to Paragraphs 2, 3, 5 and.6 of the General Provisions printed on this Form. The attached SUBSTRUCTURES and BORE sheets are part of this permit. SPECIAL TERMS AND CONDITIONS (SUBSTRUCTURES) TO BE ATTACHED TO AND MADE A PART OF ENCROACHMENT PERMIT NO. 766 -E- 765522 A. - Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under this permit. State Inspector Rid HuRphg phone 542 -47$9 between between A.07 n ,or if no answer phone - - -- 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 - All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways' Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions: 1 - SAFETY AND TRAFFIC CONTROL: A minimum of all lanes shall be provided for traffic in each direction. In alla—Mon, minimum clearances of two feet ad„acent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. Provision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty - four) hours a day. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be opened at any one time. After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the perimeter of pavement removal will be less than 30 feet, P.C.C. pavement shall be scored to a depth of 12 inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, provide an unfractur•ed pavement joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as the opinion of t1}e State Inspector straight along both sides of trench pavement joint for bonding existing Form VII -SS -Rev. 13 - 11/4/65 per I.C.C. pavement except where in the pavement has been cut neat and to provide an unfractured and level pavement and replacement patch. (OVER) Repairs to P.C.C. pavement shall be ma Portland Cement concrete containing a minimum of 7 sacks of cement pe_ ubic yard. Replacement of P.C.C. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hours. Repairs to A.C. pavegients shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of A.C. pavement shall equal existing pavement thickness but not less than 3 ". Rock base will be required if so indicated on the face of the permit or shown on the plans. Structure backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent. Structure backfill outside of slope lines and not beneath any roadbed shall be compacted to a relative compaction of 0.0 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30 if the excavation falls within the existing or proposed road- bed. In such areas consolidation by ponding and jetting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and that foundation materials will not soften or be, otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the upper 4 feet below finished rode is not permi9tt;a Imien pod nag and e ng s permitted, ma er a or use as s ruc ure ackfill shall be placed and compacted in layers not exceeding 4 feet in thickness. ponding and jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the required compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing equal in thickness to that removed but not less than 3 inches in compacted depth. Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed with score marks matching existing score marks. 'When installation is to be made by boring or jacking under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruc- tion to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' Representative, the Permittee shall, at his-expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90 degrees from the centerline of the State Highway which the main line traverses. SPECIAL CONDITIONS FOR BORING OPERATIONS TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 766 -E- 765522 All boring operations shall be made without the use of water or air excepting that a minimum amount of water supplied from a container mounted on operator's equipment may be used for bit lubrication only, if approved by and used in the presence of a Division of Highways representative. If considered necessary by the Division of Highways' Representative, the Permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. FORM VII- EP -Bor. Rev 2. 2/4/55 s 0 POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 29. Location Pole Lines, eh. Pole lines shall be located one £trot from the property line unless otherwise specified on the face hereof. 29. Public Utilities Commission Orders. All All 0u and type of cot truaion shall be in accordance with the applicable orders of the Public Utilities Commission of the State of Califaaic .i, `.., 30. Permission from Property Ounsers. Whenever t"wy to secure permission from abutting property owness, such authority must be secured by the Permit[a prior to starting 31. Clearance of Treat. Polo must be of such t on to permit clarance over a tree 40 fees in height, where quick growing tree are in place. At locations where slow growing trust we in place, normal construction standard may be followed at tha option of the pole line company, with provision to ultimately clear a 40 -foot tree. 32. Guy Wires. No guy wirer are to be attached to veer except on specific authority and in on event shall they be an attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six fee[ above the ground whenever so directed. 33. Clearing Around Polo. The Permitter shall remove and keep clear all vegetation from within a radius of at last five feet of the polo. 34. Painting or Visibility Strips. All ere to be painted for a distance of six face above the ground using white lad end oil of aluminum pain[ or in lieu thereof, when 11. `e anointed buts, wood, metal or other approved type of visibility script may be placed. Wood strips are to be Douglas fir In x 3 —5' long placed on 6" centers about the base of pole and painted with white lad and oil or aluminum pain[. If metal strips are wed such strips may be plated either vertically or horizontally. Paint is to be renewed as often as may be required in maintain a satisfactory covering. If not painted when installed or renewed as the grantor easy consider necessary, the right is reserved to have this painting time and the Permitter hereby agues ro bar the rest thereof undo the tame of this permit. P.I. [lost do not morns a pm,iblt aagm hamrd will be elves consideration for exmptiaa from that "amt' mm wpm inittea Man of Pwminat sennapanied by Fenian, does u m pole locution, diaerma in donsiiou ere. The wantor's dmidm will b. final in obis eexad. 35. Remote Old Poks, Guys and Stubs. The entire length of such timbers shall be removed from the ground and the holes backflled and thoroughly tamped. PLANTING TREES 36. Location and Species. The location and kind of tree to be planted shall be specified on the face of this permit. 37. Planting and Maintenance Cost. The Permitter muse bear the cost of planting the trees. The arrangement as to maintenance of the tress shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permitter. Land for such plantings shall be secured in fee by the Permittee and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removal of Treat. When permit is granted for removal of a tae u as independent operation or as a put of other weak, the wtre stump shall be taken on[ fee a depth of at least two fat blow the ground surface. 40. Clearing the Site. All timber and debris, shall be removed from the right of way. The bole left by the stump shall be backfilled and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trers. In general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permitter. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grades and SpeciprrAOm. Grades and typo of construction shall be as detailed by plans x stood on the face of this permit. 44. Borrow and Water Only such borrow and waste will be permitted and within the limits as an forth on the face of this permit. 45. Minor Work. Grading down of stroll banks, small ditches, placing of awnings, and other similar minor work than be governed by the general provisions and w detailed on the fax barrel. Signs 46. Clearance of Sign. The misdmam elearwaee from the sidewalk shall be twelve far. Railroad Crossings 47. Safety and Convssalenee. The fume safety and convmaee of the traveling public shall be given every consideration in the location and type of construction. 48. Meet Highway Grade. The grade and superdevation of the track most conform to the grade of the highway at point of crating. 49. Width of Paving. The crossing shall be planked or paved as may be specified on the face of this permit for the full roadway and shoulder width. ear. M. ten s -sa se. A are i To FORM P -2 0 0 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS RIDER To be attached' dnd made a part of Transportation /Encroachment Permit City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California No.__ 766 65521 23 our Complying with ur request of ------- August__17a --- 1965----------------------- ----- ------------ --- -- - - - - -- we are hereby amen ing above numbered permit as follows: Date of completion extended to ------------ -_-- -_---------- All reference to 781 of R.C.P. to be jacked shall be deleted and the jahking limits of the R.C.F. shall be from curb line to curb line. All landscaping destroyed, damaged or removed by reason of this permit shall be replaced and the R,/W shall be replaced to its original condition at no expense to the Division of Highways. Location: pacific Coast Highway, Ora- 001 - 16.78, at Sta. 125 +93.33. Except as amended, all other terms and provisions of the original permit shall remain'..in effect. This rider must be attached to the original permit. R � . MUD Dated at____ Los_. Angeles -------- _- Calif...... August 17,__1•js1 Ora- 001 -16.78 ^ JAC : nm Dr JAORKs cc: JCW RIME MENZIES HUSEBY DIVISION OF HIGHWAYS SUBSTR.DEPT. A. L. HIMELHOCH -------------------- ------------------ - - - - - -- - - - - -- ---- -- Erogi- --- - -- By J.A. C ERT�ASST. Permit Engineer Q .ro FORM P.2 0 0 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS RIDER To he attached to and made a part of Transportation %Encroachment Permit ow x:viar, flN��t J 766M>a7"M Complying with request of ----.-A&-- -------------------- ------ -- --------------- ---- -- we are hereby amending above numbered permit as follows: Date of completion extended to- ___ _ 70 AU s M "0 st lkec*T. M to AbdW G&OU M 04~ 40 US jag"" UNA" st as 16600 emu to ftm owb iift Ia omb 'lift• Ali 3- -0 M l"s "We" oat bw »wawa or Ibis P"awi sued Ili u +AIM a* VV shau t0 s403aMO I* Its otMaia " 69"UsAwt s0 ft i M "W vvftsm of 00"We. I+s"ums >?aame emu* wemw, 80- 4U449700 a aft* 185M.330 R� % t \V ED puG 181966 p,`� 3c WWI Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at__L__wNV f RL F - lis DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS 1 -0 - -- - - - W , DVstr+d Enginrer JB- -_ -_ __ _ _ _ __ . ys. jwrmil Engineer To FORM P -2 0 Ll STATE OF CALIFORNIA DEPAR "PMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS RIDER To be attached to and made a part of /Encroachment Permit No._- ' " I Y0"W at Complying with youVrequest of ------ - - -W- 3--------------------------------- we are hereby amending above numbered permit as follows: Date of completion extended to ------------ &NO-low- --- 31168_________ ____ _______ ___ __________- _ -___. fts""t" ii AAY+t a1 6 60 putb= UN 1#0i61 efogV4 i"a t81E! wo Am"t" s ,iii ems at aw> ft"64" ias X9= by we ftylaulk of Now"* LViMt1.= YK V=1 ftao UI +9)0330 ftea" comb swfs Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at---- - - - --- adl"_Anal --------- Calif.,__mil!_16* --- 1"6 07460" DEPARTMENT OF PUBLIC WORKS jntu DIVISION OF HIGHWAYS Oa i 3E"M a= man= uwwm J* A. L. NDULAM b %V'' mr Signed J. CO Da Permit z� CC UNDERGROUND CONDUCTORS CORPORATION E N G I N E E R I N G C O N T R A C T O R S 3007 ENTERPRISE STREET, COSTA MESA, CALIFORNIA June 7, 1966 Mr. Benjamin B. Nolan City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport- Beach, Calif. Subject: Construction of the E1 Paseo Storm Drain, Park 1033 Dear Mr. Nolan, F The following list of Sub - Contractors is being submitted 1 for your approval for the construction of the El Paseo Drive, Irvine Terrace Park Storm Drain: 1. J.E. Young Pipeline Construction Co. 650 Berry St., Brea, California Jack 751' R.C.P. under Pacific Coast Highway. 2. Hane Gunite Co., Inc. 2400 E. 70th Street, Long Beach, California Sand fill existing storm drains, construct bulkheads. 3. Trautwein Bros. 2410 Newport Blvd., Newport Beach, Calif. Install concrete sheet piles, strong back & temporary shoring at seawall. 4. L. B. Penhall Co., Inc. 140$ W. Center St., Anaheim, Calif. Remove: A. E1 Paseo Drive B. Bayside Drive C. Richardson's lot D. Sidewalks E. Curbs F. Gutter G. Portion of Seawall Replace: A. El Paseo Drive B. Bayside Drive C. Richardson's lot D. Sidewalks E. Curbs F. Gutters cunt. V. 5. Tetley Nurseries 844 West 6th St., Corona, Calif. 0 All Landscaping and replacement of trees, ect. 6. Pipe to be supplied by American Pipe and Construction Company. If there is any further question in regards to these Sub- Contractors, please inform us at your earliest convience. Sincerely, 9141amHoy Secretary - Treasurer WLH %lr cc: Margery Schrouder, City Clerk Mr. Michael Anderson, Associate Civil Engineer Mir. Joseph T. Devilin, Public Works Director RECFIVE9 Ms an TMs lawsm CwAMT P.®. M 37 ww Ajo #06 ATTiMT1Mll IM. "�sirsrl MwN ---- ---- swwsaTl TwG CANiTt# vto M vo FL PAm ftrvt +. Aww'"Ok tsauu l� Din Win man%* Awl *vom AtT TrK C Cum*s wrist& CrTT Mltyr., MIi1I WT 9900 AT MM 4606# KIN M% i FOR "it twMRCT rl QiM IWA�s�V.ti ,� • ACT. TMs LOIN 1111x" It � CHAP M w CMTA ok" AT TNt A mm w 44% ► AV""* Am TINT com w Tm.. "Olu nr M as" no Tow Iw'walfflin Alp PISAIW TMs nLLSW1M to A, K m AArg11MI m can ilwalwim }}N A69011MA& lit VIVID f �MrN! N 1MArNrfM mss. Comm Mr► 0fi36 `att ATTAOwta alWtiDO1N1�t Wm Pm Mk A COLLtCTMI Flot .t MMLST Toffal howlel 0 TWAL : A f TMs FADE /4 1NrM ftpMMltW li W$MMillMfn "No T# Ta IAoL MWAM CMW$ M& CSWWWlolb A----WILL ML oMNItKAK! AT "W CaMtL MMtTNMt K MANwI►T NiMRN M Y ,o I%& MM &$so&"" WIT* To ArillolMM►1M" rIM M NS ALMA PASM MM g� or vow avers or Tow sompso aT m Mln, t ovT P nmou Dt�. 3 i4 & -66 Marge Cooper, City Attorney's secy., called and said Amendment No. 1 to Ground Lease should not be sent in with Grant of Casement for recordation. lcl When Rec:✓r&! -:'. ; ..r tl To: THEy u Irvine. :.•n8Ce a.:.1 0 L ?Y .sr Rmordervs use only f1eFXDMUXT N. 1 To i4�.JyiD wtlz ah.'a.__* AMXt ;iMT NO. 1 TO GROUND MUSE made as o.f.. this day of Lay, '966, by and between TIS iX'diRE COMMAM9 a West V,"rZinIA cur ration, with ''.. *..s -principal office I cated aL TVVL� +�, Califor la, herein- after referred to as "Lessor,:' and TPV DLL. a widow, whose Principe! address is fk i Malabar Drive , Newport Beach, California, hereinafter ref. tied to as %essee,'° REC1T I The parties Loreto are respectively Lessor and Lease* u e'ar that ee-1 .ain Gi:otmb d Lease dated December , 1961 recordev-; +-n !�4y 17, 1962 in Book 6100 pa a 1150 and re- recordeA on July 5 1962 in €ook 6168. Pak;e 2�6 o official Records of ?range rantnty, Cal? forma, by and between the Lessor heieinabove named an Alfred C. Nic *ol€ as :al Winifred 1, Nichols, hubband and wl.fe, and Ivan L. &girt atd Judith F. ;3v:art, husband axed wl. Ll_, Laesses, and axasigned to Hoe Thaden the Lessee herein- above by Assist dated October H. 1965, to that .arta:i_n parcel of land situated in tha County of Orange, State of Calif arnia, more particularly described in said Ground Lea=s dated 3ecer:.ber 1, 1961. fs t1.sz en:t;nal desire of the part�ea to ar,;u :.d the 1. i- round tease of 9aemaber 1 1961 by substitution of a new pn>r .rty description for tie dC; -Am. • • effeez. AiF the p:;< t_ :,0 1 Y G'tt+ 4:ia*iSt d£}(e�d`L:Led this Amondment Nin. I L.% Ground € 8se, fi:e Lessor by its officers thv rmto duly authorised and its corporate seal n,,; of the day and year first ab"n written. re dTe—mn t� 4\NE C0tij i "Lessor,e STA11M OF CALIFORNIA SEAL ) ) "I.e6ses :� on ma , 1965, befura rae, t ":e rsndersi�c�e�do a >'.�e:ary i }uilic in and dP id County and State, personally apgea�n is. VI &Soli r; =own to ve to be the Vice President, acid F. i. known to me to 1,e the Assistant secretary of THE 1:MzfC MM. "X-1y, the cot rporation that executed the within instruraa zt, knom to me to be the persona who executed the within instruczer. na b3ehali of t"a corporatioa thareia. named, and aekx'icoiledg;ad to re that Succh corporation execrated the within instruetend pursuant co its y -:mss or a resolution of its Board of Diractorr. .� ial PHYLLIS A. BRUNS Notary Public State of Calitarnie 4 Principal Office In Orangetl County ; STATE OF CliLIMNIA Ct3 MY OF 0 tvC R +ten }:M Molic UA and THADEN, known to the within ." S.aLue �g• , 1966, bu for said C:s-.asty to me to be the instrument, sad sealo' tart':' in anor.�� said County and State, PHYLLIS A. BRUNS My Commission Expires Dec. 6, 1969 More me, the undersigned, a Notary and State, personally appeared HDPR person whose name is subscribed ackrjowledged to tie that she er 3ci.:t+eu' WITM- S my hand and o_ficial EL VA L. CARRO' L cl :..,....,,.. .:...:..... ......:. ,,:..,.:., ....... s -2- seal. N@ o t Public in dad--for said County and Staten. GRANT OF EASEMENT THE IRVINE COMPANY, a West Virginia corporhereby GRANT, a to the CITY OF NEWPORT BEACH, a municipal cq Ta:tion, an easel ment €or the construction, maintenance: and. rep dr - of -:;a -'storm draLnd appurtenances in, under andlonE; hint cein real property s_tuated in the City of Newport Beach,'_ Y Orange,ate of California,tescribed as - follows: _ - ±.. strip of.:.land, 15.00 feet in width a53r that ortion of Lot 93, Tract No. 01, as p8:map recorded in Book 52, Pages 9 s�10 of Seggel laneous Maps, in the office o. Count ucorder, of said County., the centerlin f'said „st -i�p, being= ., described as follows: Commencing at the Easterly corner of that cert = =. adiition to Lot 92 of s %d tract, as= sfihown in a cument recorded in Bank 4570, Paga;-388 of Offic records; thence South 4 17' 40” Wekt 133 60 feet to the True Point of Be►nning; them South 41' 00" West 57:83 feet to e Southwest' y line -' said Lot 93. SUBJECT TO easements and rights of i, of recot -Cor apparent. DATED THIS .ZY if' DAY OF � r TRVTNR-- 70MFANY Secretary _i 0 STATE OF CALIFORNIA) ) as COUNTY OF ORANGE On MAY L iybb , before me the undersigned,--4 in and for said County and State, personally appeareo known to me to be the ;. — ... :ary Public W I - -- I.- ano known to me to be the of THE IRVINE COMPANY, the corporation that executed the withiA instrument, and known to me to be the persons who executed J-'Owithin instrument on behalf of the said corporation, and acknowled -- to me y that such corporation executed the same pursuant to its b or a resolution of its board of directors. WITNESS my hand and official seal. Notary Public in an�&.Jor said County and State car /z yc 5 -4 -66 • LEGAL DESCRIPTION FOR HOPE THADEN AMENDMENT TO GROUND LEASE That portion of Lot 93, Tract No. 1701 in the City of Newport - Beach, County of Orange, State of California as per map recorded in Book 52, Pages 9 and 10 of Miscellaneous Maps in the office of the County Recorder of said County, described as follows: Beginning at the easterly corner of that certain addition to Lot 92, of said Tract as shown in a document recorded in Book 4570, Page 388, Official. Records; thence South 45° 17' 40" West, 106.17 feet to the true point of beginning; thence con- tinuing South 45° 17' 40" West 67.00 feet to a point in the northerly right of way line of E1 Paseo Drive, the same being Seadrift Drive, as shown on a map of Tract No. 2813, recorded in Book 94, Page 45 of Miscellaneous Maps; thence North 69° 26' 05" West 37.00 feet along said.northerly right of way line to the beginning of a curve, concave northeasterly having a radius of 80.00 feet; thence northwesterly 119.90 feet along said curve through a central angle of 85° 52' 24" to the beginning of a curve, concave easterly having a radius of 271.00 feet; thence northerly 19.18 feet along said curve and along the easterly right of way line of Malabar Drive, as shown on said map of Tract 1701, through an angle of 4° 03' 18 "; thence South 56° 49' 34" East 149.12 feet to the true point of beginning. RESERVING therefrom a non - exclusive easement, fifteen (15) feet in width, for storm drain purposes, being 7.50 feet on each side of the following described centerline: Beginning at said easterly corner of that certain addition to Lot 92 described here - inabove; thence South 45° 17' 40" West 138.60 feet to the true point of beginning; thence South 77° 41' 00" Vest 57.83 feet to the Southwesterly line of said Lot 93. No structure shall be erected on the above easement, and the height of all structures and plants shall not be in excess of elevation one hundred seventy (170) feet, City of Newport Beach Datum. SUBJECT TO covenants, conditions, restrictions, reservations, rights, rights of way and easements of record. EXHIBIT "A" 4P�4X=Xlff ---CPA? rAve P. a a'. I-A '.3%- M, ClrY CITY OF NEWPORT BEACH DRAWN .4—AA4. DATE 5-75- 69; PUBLIC WORKS DEPARTMENT APPROVED L----A9Sr.PU6L(C WORKS DIREMIL /5 -* smpw .- DR411v r,4s4rAi&vr ILE No �- 10V 0-c Wr 93 rRWrM04701.: DRAWING NC-RIW- SO 94,- 4, I I - I is To City Clerk From:... City Attorney Subject: Resolution No. 6368 Attached is ..the subject resold ien.-which, include the langgage that -thd. award of tb construction of t El Pageo Dr ve Zr Drain be subject to tt►e issuance by the ;S ways of -an encroachment permit fob :`ec portion of the sigi*-drain croaaia4g,;Z'ac f r- .. SEPTEMBER 120 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: IRVINE TERRACE - EL PASEO DRIVE STORM DRAIN (C -1033) j Ll RECOMMENDATION: CONFIRM PUBLIC WORKS DIRECTOR'S APPROVAL OF CHANGE ORDER NUMBER P. DISCUSSION: SECTION 4 -03 OF THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC WORKS IN THE CITY OF NEWPORT BEACH REQUIRES COUNCIL APPROVAL OF EXTRA WORK AMOUNTING TO 500.0(} OR OVER. AT THE TIME THE SUBJECT CONTRACT WAS AWARDED., A STATE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT HAD BEEN OBTAINED FOR THAT PORTION OF THE DRAIN WITHIN THE PACIFIC COAST HIGHWAY RIGHT -OF -MAY. THIS PERMIT ALLOWED AN OPEN CUT ACROSS THE PAVED SHOULDER UP TO THE TRAVELED WAY., AND REQUIRED THE PIPE TO BE JACKED UNDER THE REMAINDER OF THE HIGHWAY. THE DAY BEFORE THE JACKING OPERATION WAS TO BEGINS AN AMENDMENT TO THE PERMIT WAS RECEIVED FROM THE STATE REQUIRING THAT THE PIPE BE JACKED UNDER THE ENTIRE IMPROVED WIDTH OF THE COAST HIGHWAY. THIS ENTAILED 10 FEET OF ADDITIONAL JACKING. DUE TO CERTAIN FIXED COSTS HAVING BEEN ALREADY APPLIED TO THE CONTRACT PRICE FOR THE JACKED PIPE., THE CONTRACTOR WAS ABLE TO SUBMIT A VERY FAVORABLE PRICE FOR THE ADDITIONAL 10 FEET. CHANGE ORDER NUMBER Z IN THE AMOUNT OF $757.40 WAS ISSUED TO THE CONTRACTOR ON AUGUST 30, 1966. THE COST OF THE CHANGE ORDER WILL BE PAID 46% BY THE CITY AND 54% BY THE IRVINE COMPANY UNDER THE TERMS OF THE PRIOR AGREEMENT FOR CONSTRUCTION OF THE DRAIN. THE DOLLAR VALUE OF THE CITY'S SHARE WILL BE $348.40. FSLSEPH . DEVLIN .333 IC KS DIRECTOR //��/ GPD:Joc JULY 11, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR O n SUBJECT: THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. 1033) RECOMMENDATION: APPROVE A CHANGE ORDER IN THE APPROXIMATE AMOUNT OF $3,000.00 FOR THE CHANGE IN THE CONSTRUCTION OF THE STATE HIGHWAY CROSSING AS REQUIRED BY THE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT. DISCUSSION: AT THE COUNCIL MEETING OF MAY 23, 1966, THE CITY COUNCIL AWARDED THE ABOVE CONTRACT TO UNDERGROUND CONDUCTORS, INC., SUBJECT TO THE ISSUANCE OF AN ENCROACHMENT PERMIT FROM THE DIVISION OF HIGHWAYS FOR THE WORK IN THE PACIFIC COAST HIGHWAY. THE DIVISION OF HIGHWAYS, AS A CONDITION OF PERMIT APPROVAL, RE- QUIRED THE DESIGN OF THE DRAIN TO BE MODIFIED TO ACCOMMODATE FLOWS FROM THE NEWPORT CENTER DEVELOPMENT., THE GRADE OF THE PIPE CROSSING THE STATE HIGHWAY AND IN THE UPPER SECTION OF THE PARK WAS LOWERED AS A RESULT OF FURTHER INVESTIGATION OF THE DESIGN OF THE UPSTREAM FACILITIES. THE ESTIMATED COST OF THIS CHANGE IN GRADE IS $3,000.00. AN EXACT AMOUNT WILL BE DETERMINED FROM THE CONTRACTOR UPON APPROVAL OF THE CHANGE ORDER. BECAUSE THIS CHANGE IN THE PLANS 15 BASICALLY AN INCREASE IN THE PIPE CAPACITY, THE IRVINE COMPANY HAS AGREED TO FINANCE THE TOTAL AMOUNT OF THIS EXTRA WORK. THE JOINT FINANCING AGREEMENT BETWEEN THE CITY AND THE IRVINE COMPANY STIPULATES THAT THE COMPANY PAY FOR ANY INCREASE IN THE CAPACITY OF THE EXISTING DRAIN. ADDITIONALLY, THE STATE HAS REQUESTED. THAT AN EXISTING BASIN BE CON- NECTED ON THE SOUTH SIDE OF THE HIGHWAY TO THE NEW DRAIN. THE COST FOR THIS CHANGE ORDER IS ESTIMATED AT $450.00 AND WILL BE SHARED BETWEEN THE CITY AND THE IRVINE COMPANY, BASED-ON THE FORMULA IN THE AGREEMENT. SUFFICIENT FUNDS ARE AVAILABLE IN ACCOUNT No. 02- 4197 -130 TO FINANCE THE CHANGE ORDERS. I✓' -T. EPH DEVL IN L I C KS DIRECTOR `40WA: V R . ;;F;f5. 0 0 MAY 23y 1966 TO. CITY COUNCIL FROM, PUBLIC WORKS DIRECTOR SUBJECT, EL P.ASEO.DRIVE - IRVINE TERRACE PARK STORM DRAIN, JOINT POdERS AGREEMENT FOR ABANDONMENT OF ORANGE COUNTY FLOOD CONTROL DISTRICT FACILITIES RECOMMENDATION, ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE SUBJECT AGREEMENT. DISCUSSION, THE ORANGE COUNTY FLOOD CONTROL. DISTRICT PRESENTLY OPERATES A SMALL DAM AND RETARDING BASIN NORTHERLY OF PACIFIC COAST HIGHWAY IN THE NATURAL DRAINAGE COURSE TRIBUTARY TO THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN. THE DISTRICT ALSO HOLDS EASEMENTS FOR THE DAM AND RETARDING BASINy AND FOR A STORM DRAIN EXTENDING FROM THE OUTLET AT THE BAY UPSTREAM FOR APPROXIMATELY 500 FEET INTO EL PASEO DRIVE. THE LATTER FACILITY WAS EVIDENTLY ABANDONED WHEN THE EXISTING DRAIN IN EL PASEO DRIVE WAS CONSTRUCTED AS A PART OF THE IRVINE TERRACE IMPROVEMENTS. A JOINT POWERS AGREEMENT HAS BEEN PREPARED BY THE FLOOD CONTROL DISTRICT SETTING FORTH THE CONDITIONS UNDER WHICH THEY WILL ABANDON THEIR FACILITIES AND INTERESTS1 AND WILL PERMIT THE DAM AND RETARDING BASIN TO BE REMOVED. THE AGREEMENT GENERALLY PROVIDES THAT UPON SATISFACTORY COMPLETION OF THE JOINT CITY - IRVINE COMPANY STORM DRAIN PROJECTy THE DISTRICT WILL RELINQUISH ITS INTERESTS. INASMUCH AS THE IRVINE -CITY PROJECT WILL PROVIDE A DRAIN OF ADEQUATE CAPACITY EXTENDING FROM COAST HIGHWAY TO THE BAYS THERE WILL NO LONGER BE A NEED FOR THE FLOOD CONTROL FACILITIES TO EXIST, UPON COMPLETION OF THE PROJECT THE CITY WILL MAINTAIN THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN FACILITIES iN THE SAME FASHION AS OTHER LOCAL DRAINAGE FACILITIES LOCATED IN PUBLIC RIGHTS OF WAY AND EASEMENTS. BBN.VR 1. U# g (12) 1 nsatm" iii. 6.63375 2 A LUTIOw ACH OF I* CITTrYt WIL OF PTO CUT 0. WANT Of We AMT 3 - 4 WHW=Sq the Irvine City, a West yg nia corporatiaa, 5 has adeautad and delivered he %W City of Newport beach a maant of 6 iiassmaut, wbieh grants to the Cif asseamt for the construction, 7 aaistacsance aced repair of a storm drain and apes in, 8 cnadsr sped elaag that eortstis real property situs"A in, the City, of 9 "art $each, Comty of +6 Mga, State of CaliforNIS, describ" air 10 follow: 11 ♦ strip of lard 15.0{3 feet in width, over that rtiaa of tats S and 9, Tract No. 3232 as per 12 ; & rissorded is Book 99? Pages 49 and 50 of hiaeellanows Mpg in office of the County 13 Recorder of said Coamlyv the center line of said strip being describes° a3 foll4m;. 14 $sg inning at s point in the Northeasterly line of 15 ;;Id Lot 8 which is distant Northwesterly 66.14 bat as woasured a1 yang said Linc from the Easterly 16 corner of said lot, said point being on a curve concave Soutivoes,:.eri and iav~-ft", a radius of 975.00 17 feat, a radial to sa 4 -Point bears worth 360 31" 39" fast rheack, r3oui;h 34 .5' u9`° test 13.31 feet to 18 the I of a eacrves concave Northwesterly and 19 bavix� x ra cos of 45.Oi feet; thence Suuthw�estorly 21.71 t along said curve through an aseale of 77° 38 46"t cheiwe south 62° 33 55" Voss 217.38 zo feet, =me or less, parallel with the Soatboesteerly 21 proloagation O the Canter li of fl pass* Ivive as shows as the map of said tract to the South - 22 westerly line of said tract. 23 �SU ZCT TO easements and rights of way of record or apparanti 24 and 25 VROXASO it is to the interest of the City to accept 26 said Grant of Rasemeat for such purposes= 27 VOW, , BE IT RSSMVZD that said Grano of Bma*- 28 mat is hereby accepted surd the City Cleric is authorized weed dir^ 29 ected to execute and attach thereto a certificate of acceptaaee 30 and consent to its recording and to record said document is t1n 31 ,County iteeorde res office. 32 AHOPM this __.. g1th_ day of m2g 1%6. ATTEaii - ice LY�tu� �<GCS�g - De u }'� cif ;}w• ,..: .. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ;seec 7/66 (10) 14 11 0 RFSdLDTIO�i NO. 6368 A RESOLUTION OF ' CITY COTMIL OF TM CITY OF NSWPORT .BEACH AWARDING A CONTRACT FOR THE CONSTRUCTION OF TIRE 11, PASF.O tiRITE -oIRYINE TERRACE PARR STORM DRAIN (CONTRACT W, 1033) pursuant to the notice inviting bids for work co-asistlag of the constructions of the El Faseo Drive - Irvine Terrace Park Stores CraSn in the City of Newport 3e4ch, in aeoor- dance iktth the plans and specifications heretofore adapted, bids were received on the 17th day of M.ay, 1464, and publicly opened and declared; and WHEREAS, it appears that the lowest responsible bidder therefor is Ub dergrourd Conductors Corporation; t3;r4, THEREFORr,, BE IT "MOI.M that the bid of tinder- ground Conductors Corporation ir. the amount of $104,268.15 be accepted and that the contract for the construction work be awarded to said bidder, subject to the issuance by the State Division of Highmys of an encroachment permit for the construction of that portion of the storm drain crossing Pacific Coast Highway. BE Ii FTJRTt9?T RESOLMM that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Reach, and that the City -Clerk be directed to furnish an executed copy to the successful bidder. ATTEST: ADOPTED this 23rd day of May, 1966. Zl C* mayor Deputy City C � rk MAY 23, 1966 TO: CITY COUNCIL /9 /o FROM: PUBLIC WORKS DIRECTOR / SUBJECT: THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT'NO. 1033) RECOMMENDATIONS: 1. ADOPT A RESOLUTION ACCEPTING NEW STORM DRAIN EASEMENTS FOR SUBJECT CONSTRUCTION. 2. ADOPT A RESOLUTION AWARDING THE CONTRACT TO UNDERGROUND CONDUCTORS CORPORATION FOR $104,268.15 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: THIRTEEN BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:00 A.M. ON MAY 17, 1966. B IDDER UNDERGROUND CONDUCTORS CORPORATION COSTA MESA FAR WESTERN PIPELINE ANAHEIM FAMCO CONSTRUCTION COMPANY SANTA ANA EDMUND J. VADNAIS ETIWANDA K. E. C. COMPANY ARTESIA ECCO CONSTRUCTION COMPANY GARDEN GROVE JOHN J. BILICH ROLLING HILLS LOMAR CORPORATION HUNTINGTON BEACH DRUMMOND & BRONNEK SANTA MONICA STRECKER CONSTRUCTION SANTA FE SPRINGS ORANGE COUNTY PIPELINE SANTA ANA TOTAL $1o4,268.15 115,900.10 120,151.65 119,860.00 121,66o.00 122,345.00 123,543.00 125,200.00 127,928.68 132,612.00 141, 362.00 145,395.85 COUNCIL: 636 -7 FILE: I, -636 F-, * THE CORRECTED AMOUNT UPON EXAMINATION OF PROPOSALS AFTER OPENING OF BIDS. 0 TO: CITY COUNCIL SUBJ: CONTRACT 1033 - 2. BIDDER WAL -CON CONSTRUCTION COMPANY SHERMAN OAKS WILLIAM SHRIVER, .JR. COSTA MESA TOTAL $1500697.00 199,196.00 5 -23 -66 THE LOW BID IS 2.9% ABOVE THE ENGINEERS ESTIMATE OF $101,3OO.00 PRE- PARED BY THE CONSULTING ENGINEERING FIRM OF QUINTON ENGINEERS, LTD. THE DISTRIBUTION OF COSTS BASED ON THE JOINT FINANCING AGREEMENT BETWEEN THE CITY AND THE IRVINE COMPANY, APPROVED BY THE COUNCIL ON APRIL 25, 1966, ARE AS FOLLOWS: THE IRVINE COMPANY HAS BEEN REQUESTED TO DEPOSIT THEIR SHARE-OF THE CON- STRUCTION COST IN ACCORDANCE WITH THE*COOPERATIVE FINANCING AGREEMENT, CONTRACT NO. 1036. UPON COMPLETION OF THE WORK, A FINAL ACCOUNTING WILL BE MADE, OF ALL COSTS, AND THE IRVINE COMPANY WILL PAY THE BALANCE OF THEIR SHARE OF THE*TOTAL COSTS. THE' AMOUNT BUDGETED_FOR THIS PROJECT IN ACCOUNT NO. 02- 4197 -130 IS $1261300.00. THIS PROJECT WILL PROVIDE FOR CONSTRUCTION OF A NEW DRAIN OF 75 -INCH AND 66 -INCH DIAMETER THROUGH THE PARKS THE EXISTING DRAIN WILL BE FILLED WITH SAND. IN EL PASEO DRIVE A NEW DRAIN OF 54 -INCH AND 48 -INCH DIAMETER WILL BE CONSTRUCTED PARALLEL TO THE EXISTING DRAIN. THIS PARALLEL DRAIN WILL DISCHARGE TO THE BAY THROUGH AN EASEMENT TO BE PROVIDED THROUGH THE RICHARDSON YACHT LANDING. THE EXIST- ING DRAIN THROUGH THE PARK ALSO PASSES THROUGH A PRIVATE EASEMENT IN A RESIDENTIAL LOT IMMEDIATELY NORTH OF SEADRIFT DRIVE. THAT PORTION OF THE DRAIN IS BEING REALIGNED THROUGH A NEW EASEMENT WHICH IS FURTHER AWAY FROM THE HOUSE. NEW EASEMENTS THROUGH THE RESIDENTIAL PROPERTY AND RICHARDSON'S YACHT LANDING.HAVE BEEN PREPARED BY THE IRVINE COMPANY AND ARE BEING PRESENTED TO COUNCIL FOR ACCEPTANCE. '4 A ...1 - CITY IRVINE TOTAL UPPER PORTION "An $28,114.17 $33,003.65 $ 61,117.82 CONNECTOR PIPE AND INLET 1,754.90 - 1,754.90 LOWER PORTION "B" - 411395.43 41,395.43 TOTAL CONSTRUCTION COST $29,869.07 $74,399.08 $ io4,268.15 ENGINEERING (CITY SHARE 28.64 %) 3,150.04 7,849.96 11.,000.00 SURVEYS, SOILS REPORTS, 1,231.52 3,068.48 4,300.00 STAKE -OUT INSPECTION (CITY FORCES) 930.08 2,319.92 32250.00 TOTAL PROJECT COST $35,180.71 $87,637.44 $ 122,818.15 THE IRVINE COMPANY HAS BEEN REQUESTED TO DEPOSIT THEIR SHARE-OF THE CON- STRUCTION COST IN ACCORDANCE WITH THE*COOPERATIVE FINANCING AGREEMENT, CONTRACT NO. 1036. UPON COMPLETION OF THE WORK, A FINAL ACCOUNTING WILL BE MADE, OF ALL COSTS, AND THE IRVINE COMPANY WILL PAY THE BALANCE OF THEIR SHARE OF THE*TOTAL COSTS. THE' AMOUNT BUDGETED_FOR THIS PROJECT IN ACCOUNT NO. 02- 4197 -130 IS $1261300.00. THIS PROJECT WILL PROVIDE FOR CONSTRUCTION OF A NEW DRAIN OF 75 -INCH AND 66 -INCH DIAMETER THROUGH THE PARKS THE EXISTING DRAIN WILL BE FILLED WITH SAND. IN EL PASEO DRIVE A NEW DRAIN OF 54 -INCH AND 48 -INCH DIAMETER WILL BE CONSTRUCTED PARALLEL TO THE EXISTING DRAIN. THIS PARALLEL DRAIN WILL DISCHARGE TO THE BAY THROUGH AN EASEMENT TO BE PROVIDED THROUGH THE RICHARDSON YACHT LANDING. THE EXIST- ING DRAIN THROUGH THE PARK ALSO PASSES THROUGH A PRIVATE EASEMENT IN A RESIDENTIAL LOT IMMEDIATELY NORTH OF SEADRIFT DRIVE. THAT PORTION OF THE DRAIN IS BEING REALIGNED THROUGH A NEW EASEMENT WHICH IS FURTHER AWAY FROM THE HOUSE. NEW EASEMENTS THROUGH THE RESIDENTIAL PROPERTY AND RICHARDSON'S YACHT LANDING.HAVE BEEN PREPARED BY THE IRVINE COMPANY AND ARE BEING PRESENTED TO COUNCIL FOR ACCEPTANCE. '4 A ...1 - TO: CITY COUNCIL 5 -23 -66 SUBJ: CONTRACT N0. 1033 - 3• THE NEW DRAIN IN EL PASEO WILL BE LOCATED IN THE EASTERLY SIDE OF THE DIVIDED ROADWAY, THUS NECESSITATING THE CLOSING OF THAT SIDE OF THE ROAD DURING A PORTION OF THE CONSTRUCTION PERIOD. THE SPECIFICATIONS PROVIDE THAT ONE LANE IN EACH DIRECTION SHALL REMAIN OPEN ON BAYSIDE DRIVE. THE PORTION OF THE DRAIN CROSSING COAST HIGHWAY WILL BE JACKED UNDER THE SURFACE AND WILL NOT INTERFERE WITH TRAFFIC. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 10 1966. IT IS HOPED TO BE ABLE TO COMPLETE THE WORK IN BAYSIDE DRIVE AND IN THE RICHARDSON YACHT LANDING PARKING LOT PRIOR TO .JULY 1 IN ORDER TO REDUCE INTERFERENCE WITH SUMMER TRAFFIC AND ALSO TO COMPLETE ALL OF THE WORK PRIOR TO ANY RAINS NEXT FALL. SEPH DEVLIN BLIC RKS DIRECTOR VR ATTEST TO OPENING OF BIDS: 6 • APRIL 25, 1966 TO: CITY COUNCIL to FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. 1033) RECOMMENDATIONS: DISCUSSION: 1. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A COOPERATIVE FINANCING - AGREEMENT WITH THE IRVINE COMPANY FOR THE SUBJECT CONSTRUCTION. 2. APPROVE THE PLANS AND SPECIFICATIONS. 3. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:00 A.M. ON MAY 17, 1966. AT THE MEETING OF AUGUST 23, 1965, THE COUNCIL AUTHORIZED CITY PARTICIPA- TION IN THE COST OF CORRECTING THE INADEQUATE STRUC'T'MRAL CONDITION OF THE STORM DRAIN THROUGH IRVINE TERRACE PARK. THE FORMULA APPROVED PROVIDED THAT THE IRVINE COMPANY AND THE CITY WOULD SHARE EQUALLY IN THE COST'OF CORRECTING THE STRUCTURAL DEFICIENCY, AND THAT THE IRVINE COMPANY WOULD PAY THE COST OF INCREASING THE CAPACITY OF THE DRAIN IN ORDER TO ACCOMMODATE DEVELOPMENT UPSTREAM. THE IRVINE COMPANY IS ALSO PROVIDING AN ADDITIONAL PARALLEL DRAIN IN EL PASEO DRIVE FROM THE PARK TO THE BAY IN ORDER TO PROVIDE ADEQUATE CAPACITY IN THAT SECTION. UNDER THE FORMULA THE CITY WILL PAY 46% OF THE COST OF THE DRAIN ACROSS THE COAST HIGHWAY AND THROUGH THE PARK, AND THE IRVINE COMPANY WILL PAY 54 %. THE CITY SHARE OF THE TOTAL COST OF THE PROJECT IS ABOUT 26 %, AND THE IRVINE COMPANY SHARE IS ABOUT 74 %. ALTHOUGH THE PORTION OF THE EXISTING DRAIN UNDER THE HIGHWAY IS STRUCTUR- ALLY SOUND, IT WOULD BE UNECONOMICAL TO CONSTRUCT A NEW DRAIN IN THE PARK ATTEMPTING TO UTILIZE THE EXISTING CULVERT UNDER THE HIGHWAY. BASED ON THE CURRENT ESTIMATES AND THE FINDINGS OF AN ENGINEERING STUDY OF THE DRAIN IN JULY, 1964, BY THE ENGIN- EERING FIRM OF KOEBIG & KOEBIG, INC., THE COST OF A DRAIN AT A LOWER ELEVATION WOULD BE TWICE AS MUCH. THEREFORE, BY SHARING IN THE COST OF A NEW HIGHWAY CROSSING AT THE SAME RATIO AS THE PARK AREA, A LARGE SAVINGS IN TOTAL CONSTRUCTION COST WOULD ACCRUE TO BOTH THE CITY AND THE IRVINE COMPANY. THE ESTIMATED COSTS OF CONSTRUCTION AND THE DISTRIBUTION OF COSTS BASED ON THE PROPOSED AGREEMENT ARE AS FOLLOWS: CONTRACT COST CONTINGENCIES ENGINEERING SURVEYS, SOILS REPORT AND STAKEOUT APPROVED WLtITY COUNCIL DATE` u.J 2� 196 CITY IRVINE CO. TOTAL $ 26,400 $ 74,9oo $ 101,300 2,600 7,100 9,700 2,900 8,loo 11,000 11100 3,200 4,3oo 33,E 93,300 $ 126000 T07 CITY COUNCIL , SUBJ: CONTRACT NO. 10f to 4 -25 -66 THE IRVINE COMPANY WILL ALSO REIMBURSE THE CITY FOR THEIR PROPORTIONATE SHARE OF THE INSPECTION FEES. INASMUCH AS THE CITY SHARE OF THE COST 15 OVER $3,000, IT IS NECESSARY THAT THE CONSTRUCTION BE ACCOMPLISHED BY A PUBLIC.WORKS CONTRACT ADMINISTERED BY THE CITY. A COOPERATIVE FINANCING AGREEMENT FOR THE PROJECT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. IT IS PROPOSED TO RETURN $35yOOO OF THE $38,000 APPROPRIATED IN THE CURRENT BUDGET FOR THE RIVERSIDE STORM DRAIN TO SURPLUS AND TO FINANCE THE CITY SHARE OF THE COST OF THIS PROJECT WITH THOSE FUNDS. THE BALANCE WILL BE PROVIDED BY THE IRVINE COMPANY. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. THIS PROJECT WILL PROVIDE FOR CONSTRUCTION OF A NEW DRAIN OF 75 -INCH AND 66 -INCH DIAMETER THROUGH THE PARK; THE EXISTING DRAIN WILL BE FILLED WITH SAND. IN EL PASEO DRIVE A NEW DRAIN OF 54 -INCH AND 48 -INCH DIAMETER WILL BE CONSTRUCTED PARAL- LEL TO THE EXISTING DRAIN. THIS PARALLEL DRAIN WILL DISCHARGE TO THE BAY THROUGH AN EASEMENT TO BE PROVIDED THROUGH THE RICHARDSON YACHT LANDING. THE EXISTING DRAIN THROUGH THE PARK ALSO PASSES THROUGH A PRIVATE EASEMENT IN A RESIDENTIAL LOT IMMEDI- ATELY NORTH OF SEADRIFT DRIVE. THAT PORTION OF THE DRAIN IS BEING REALIGNED THROUGH A NEW EASEMENT WHICH IS FURTHER AWAY FROM THE HOUSE. DOCUMENTS DEDICATING THE NEW EASEMENTS WILL BE PRESENTED TO THE COUNCIL AT THE TIME AWARD OF CONTRACT IS CON- SIDERED. . THE NEW DRAIN IN EL PASEO WILL BE LOCATED IN THE EASTERLY SIDE OF THE DI- VIDED ROADWAY, THUS NECESSITATING THE CLOSING OF THAT SIDE OF THE ROAD DURING A PORTION OE THE CONSTRUCTION PERIOD. THE SPECIFICATIONS PROVIDE THAT ONE LANE IN EACH DIRECTION SHALL'REMAIN OPEN ON BAYSIDE DRIVE. THE PORTION OF THE DRAIN CROSSING COAST HIGHWAY WILL BE JACKED UNDER THE SURFACE AND WILL NOT INTERFERE WITH TRAFFIC. 'THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 1, 1966. BY ADVERTISING THE CONTRACT IAT THIS TIME IT IS HOPED TO BE ABLE TO COMPLETE THE WORK IN BAYSIDE DRIVE AND IN THE 'RICHARDSON YACHT LANDING PARKING LOT PRIOR TO JULY 1 IN ORDER TO REDUCE INTERFERENCE WITH SUMMER TRAFFIC; AND ALSO TO COMPLETE ALL OF THE WORK PRIOR TO ANY RAINS NEXT FALL. EP DEVLIN L I C RKS DIRECTOR 7VR • y DRAFT` b�l AUGUST-11, 196 TO: CITY MANAGER FROM: PUBLIC WORKS DIRECTOR SUBJECT: CHRONOLOGICAL HISTORY OF IRVINE TERRACE PARK STORM DRAIN 1. NOVEMBER 15, 1944. THE IRVINE COMPANY GRANTED TO THE ORANGE uCOQ.G v" COUNTY FLOOD CONTROL DISTRICT BY DEED AIN BOOK 1291, PAGE 37 OF OFFICIAL RECORDS, A PERPETUAL EASEMENT FOR FLOOD CONTROL PURPOSES AND THE RIGHT TO CONSTRUCT, RECON- STRUCT, OPERATE,AND MAINTAIN THE FLOOD CONTROL DAM, RETARDING BASINS, SPILLWAY, AND APPURTENANT STRUCTURE FOR FLOOD CONTROL PURPOSES OVER A PORTION OF IRVINE COMPANY LAND NORTH OF COAST HIGHWAY NNORMOMPNOEME IRVINE TERRACE PARK. %){d'" "Il)C-UVOQrp 2. APRIL 23, 1953, DATE OF ANNEXATION N0. 23 F C1d� W &71I .4". loL> nlr- W W?-T IS U'pn> 6041•-)o IRVINE TERRACE PARK PROPERTY LINE. 0041 3. JUNE 18, 1953, TRACT MAP NO. 1701 (IRVINE TERRACE NO. 2) WAS vlES f eu."P WunTVA-) Pp,G.�L FILED. THIS TRACT MAP COVERED THE III MRS& OF IRVINE TERRACE F TTf!'�L9RR+Ri'4 PR iPF I! I T i R • (.L p P) 4. NOVEMBER 14, 1955, DATE OF ANNEXATION NO. 33 WHICH INCLUDED THE PORTION OF IRVINE TERRACE PARK THAT LIES EASTERLY OF THE IRVINE TERRACE STORM DRAIN. 5. JANUARY 31, 1957, TRACT MAP NO. 2813 IRVINE TERRACE N0. 3) WAS FILED. THIS TRACT MAP INCLUDED THE PORTION OF IRVINE TERRACE PARK THAT LIES EASTERLY OF THE IRVINE TERRACE STORM DRAIN. 6. NOVEMBER 13, 1955, MR. WILLIAM SPURGEON, REPRESENTING THE IRVINE \ COMPANY, ADDRESSED THE CITY COUNCIL AND STATED THAT THE IRVINE COMPANY PLANNED TO DEED TO THE CITY OF NEWPORT BEACH A PARK OF APPROXIMATELY 9 ACRES IN TRACT 2813 ON OR ABOUT APRIL 1957• r INDICATES THAT THE EXISTING STORM DRAIN TO Ilt 'TERRACE PARK DOES NOT HAVE SUFFICIENT CAPACITY TO HANDLE THE RUN -0611- PROPOSED DEVELOPMENTS NORTH OF COAST HIGHWAY, AND THE ACCEPTANCE OF' DRAINAGE EASEMENT BY THE CITY WOULD NOT BE RECOMMENDED AT THIS TIME. 14. DECEMBER, 1961, MASTER DRAINAGE FCAN FOR THE CITY OF NEWPORT BEACH WAS COMPLETED BY JAMES M. MONGTOMERY ANY. THIS REPORT INDICATED THAT IT WOULD BE NECESSARY TO CONSTRUCT AIC�ADDITIONAL 42^ DRAIN PARALLELING THE EXISTING DRAIN BETWEEN STATE HIGHWAY AND NEWPORT BAY. 15. APRIL 44) 1964, THE CITY OF NEWPORT CH RECEIVED A LETTER FROM THE IRVINE COMPANY STATING THAT A RECENT FIELD INVEST1"GATION HAD SHOWN THAT THE EXISTING STORM DRAIN WAS IN A DAMAGED CONDIT1W,FAND INDICATED THAT IT WOULD BE EXPEDIENT TO HAVE THE DAMAGE CORRECTED PRIOR TO.NEXT WINTERS RAINS. THEY ALSO STATED THAT THEY ASSUMED THE WORK WAS DONE IN CONNECTION WITH IRVINE TERRACE SUBDIVISION AND THAT THE CITY HAD THESE DRAWINGS ON FILE TOGETHER -t- 'P•v. D - "s 1 "D . WITH THE INSPECTION REPORTS FOR THE DRAIN. 0 RECORD OF THE CITY HAVING J HESE 02 D DRAWINGS ON FILE FOR - INSPECTING THIS WORK.) - 16. SEPTEMBER 2, 19640 THE CITY RECEIVED A REPORT. PREPARED BY.-. KOEBIG AND KOEBIG, INC., FOR THE IRVINE COMPANY ON THE IRVINE TERRACE STORM DRAIN. .,. THIS REPORT INDICATED THAT THE EXISTING DRAIN WAS i INADEQUATE TO CONVEY THE ANTICIPATED 10 -YEAR RUN -OFF AND THE ARCH SECTION WAS STRUCTURALLY DETERIORATED. PAGE 2. 7. AOGOST, 1956, PLANS WERE PREPARED BY THE IRVINE COMPANY FOR A GUNITE STORM DRAIN THROUGH IRVINE TERRACE PARK FROM EL PASEo DRIVE TO PACIFIC C COAST HIGHWAY. THERE IS IS NO EVIDENCE OF THESE PLANS HAVING BEEN APPROVED BY THE CITY. g.' 'P V) '� • lS� ! 8p p .�) . JULY;28, 1958, THE PLANS OF THE IRVINE COMPANY REGARDING THE DEVELOPMENT AND CONVEYANCE OF IRVINE TERRACE PARK WERE PRESENTED TO THE COUNCIL. MARK INGELKE, VICE CHAIRMAN OF THE PARKS, BEACHES, AND RECREATION COMMISSION, SPOKE FROM THE AUDIENCE, STATING THAT THE COMMISSION HAD APPROVED THE PROPOSAL FROM THE IRVINE COMPANY. THE PROPOSED TERMS AND CONDITIONS FOR THE DEVELOPMENT AND CONVEYANCE OF IRVINE TERRACE PARK.WERE APPROVED. 9. SEPTEMBER 26, 1960, -A RESOLUTION ACCEPTING A DEED FROM THE IRVINE COMPANY TO THE CITY OF NEWPORT BEACH FOR IRVINE TERRACE PARK WAS CONSIDERED AND HELD OVER UNTIL LATER IN THE MEETING FOR THE PROPOSED RE- PHRASING OF THE DEED. 4 (Y A4 k) 10. SEPTEMBER 26, 1960, THE COUNCILQ VI DISCUSSED ArMM THE ACCEPTANCE OF THE DEED FROM THE IRVINE COMPANY TO THE CITY OF NEWPORT BEACH FOR IRVINE TERRACE PARK CONSIDERED EARLIER IN THE MEETING. THE CITY ATTORNEY HAD SUBMITTED 2 DRAFTS OF PROPOSED RE- WORDING OF THE DEED. THE LANGUAGE OF DRAFT NO. 1 WAS APPROVED, AND THE CITY ATTORNEY WAS DIRECTED TO TRANSMIT IT TO THE IRVINE COMPANY. 11. OCTOBER 10, 196o, RESOLUTION N0. 5318 ACCEPTING THE DEED TO IRVINE TERRACE PARK FROM THE IRVINE COMPANY WAS ADOPTED. 12. MARCH 17, 1960, 'RE -SUB NO. 116 WAS APPROVED BY THE PLANNING COMMISSION. THIS RE -SUB PROVIDED FOR THE CREATION OF ONE LARGE BUILDING SITE ALONG MALABAR DRIVE AND A LARGE PARCEL OF LAND THAT WOULD ADJOIN LOT 181 OF TRACT 2813 TO COMPLETE THE 1) Odo AREA 4KNOWN AS IRVINE TERRACE PARK,,, 13. JULY 20, 1961, THE LARGE BUILDING SITE ALONG MALABAR DRIVE WAS II Y DIVIDED INTO PARCELSA AND B.' IN CONNECTION WITH THIS RE -SUB APPLICATION, THE ?O V'C5 �ZONcss- 1&AI 1+ - OF— W 4`l( IRVINE COMPANY WAS REQUESTED TMMT A 15 -FOOT WIDE WAWE FOR A DRAINAGE AT r*ls -noiCz EASEMENT ACROSS PARCELS A AND B. THE IRVINE COMPANY WAS FVIIllrK'h NOTIFIED THAT THE 284 BOOK OF MINUTES TO 3 -10 -58 NOVEMBER 13, 4965- 1 -R- 4567,, AUTHORI2fiN:$ D ;OF Pu@41� 1ipRKS PR¢SENTED, RESOLUTI:QN N0. 4567 -, BE1ac zX" ' ` EXECUTION OP AGREE'- `R'E 'kiJ R9 "1�#.p:THE MAYOR AND ATY CLERK TO EXECUTE AN AGREE i` MENT WITH THE BETWEEN THE IRVINE -CONPA NY AND THE CITY OF NEWPORT BEACH, MML: °REp IN THE IRVINE COMPANY AS IRVINE COMPANY .A..EES,TO CONSTRUCT IMPROVEMENTS IN TRACT No. 2813, TO IMPROVEMENTS IN FURNISHIgG A - ISION IMPROV$MIr,NT BONE IN THE AMOUNT OF $400,000. TRACT NO. 2813. MR. WILLIAM SP` .N¢ T/IIE ARVfi1E COMPANY ADDRESSED THE .. _ MEET1{1G .AND $T;' ' T TINE 4OMPANY PLANNED TO DEED TO THE CITY OF NEWPORT BEACH- F APPROXIMA.0 LY.NIHE'ACRES IN TRACT NO. 2813, ON OR ABOUT APRIL. THE IRVI "N.5tONPANY.PROPQ$ES TO PLANT SAID PARK IN'TREES). GRASS', NO,: S.N RUBBE R'1'# IAAIQ, TO INSTALL;RESTROOM FACIIITHES, ALL TO BE DONE UNDER THE .SUPERVISION'OF A LANDSCAPE ENGINEER. MR. SPURGEON FURTHER STATED T:NAT T ;DEED, TO THE PARK WOULD PROBABLY CARRY f. RESTRICTIONS THAT THE LANDBE Q'USED FOR PARK PURPOSES ONLY. ON MOTION OF COUNCILMAN RIDDE 1' SECONDED BY COUNCILMAN MACKAY AND CARRIED, RESOLUTION N0. 4515fWAS ADO *TED.BY THE FOLLOWING ROLL CALL VOTE, TO WIT: AYES, COUNCILMEN: HART, MACKAY, STODDARD, 'Ni}' RIDDERHOF, HILL NOES, COUNCILMEN: NONE ABSENT, CNCLMEN: NONE ' FINAL MAP OF TR. ON MOTION OF COUNCILMAN STODDARD, SECONDED BY COUNCILMAN HART AND NO. 2813 APPROVED. CARRIED, . THE FINAL MAP OF TRACT No 2813 WAS APPROVED, AND THE CITY CLERK. AUTHORIZED TO SIGN SAID MAP. Igs1 428 SAME BOOK OCTOBER 14, 4967 ' DISCUSSION RE ON MOTION OF COUNCILMAN HART, SECONDED BY COUNCILMAN RIDDERHOE AND CARRIED "IRVINE TERRACE A LETTER WAS ORDERED FILES FROM TOM NORTON,:CHAIRMAN OF THE PARKS, BEACHES' PARK" AND RECREATION COMMISSION, STATING THAT SIAD COMMISSION HAS ACCEPTED-Td(E•:� - RECOMMENDATIONS OF THE PARKS, BEACHES AND RECREATION DIRECTOR REGARDING. THE PROPOSED LANDSCAPING OF THE "IRVINE TERRACE PARK ". THE CITY MANAGER STATED THAT THE DEVELOPMENT OF THE PARK WAS SUBJECT TO A USE PERMIT WHICH'. IS TO BE HEARD BY THE PLANNING COMMISSION ON OCTOBER 17, 1957- COUNCILMAN" STODDARD NOTED THAT THE IMPLICATION IN THE MEMORANDUM REGARDING THE RECOM -.: MENDATIONS OF THE PARKS, BEACHES AND RECREATION DIRECTOR WAS TNAT,9T 141GNT. BE NECESSARY TO PROVIDE ADDITIONAL STAFF TO CARE FOR THE PROPOSED PARK... HE WAS CURIOUS AS TO THE EXTENT THE'GARDENING NECESSARY. MR. WILLI ' SPURGEON SPODE FROM THE AUDIENCE AND STATED THAT THE IRVINE COMPANY WOULD -. .INSTALL A SPRINKLING SYSTEM, RESTROOMS, A FENCED AREA FOR EQUIPMENT, AND . PLANTINGS. HE STATED THAT, AT THIS TIME, 120,000 ICE PLANTS HAD BEEN PLANTED. COUNCILMEN- RIODERHOF AND WILDER, AND MAYOR HILL STATED THAT . THEY WOULD BE GLAD TO APPROVE' THE ADDITIONAL EXPENSE REQUIRED TO MAIN- . TAIN THE PROPOSED PARK. IgSa 471 & 472 SAME BOOK. ,. JANUARY 13,.1 ' MAYOR REQUESTED TO THE CITY MANAGER PRESENTED THE REQUEST OF THE PLANNING COMMISSION FORPHE APPOINT A COMMITTEE COUNCILS ADVIGES REGARDING SUBDIVISION FEES FOR PARK PURPOSES. A DIS- i RE STUDY OF SUB- CUSSION WAS HAD. ON NOTION OF COUNCILMAN STODDARD, SECONDED BY COUNCILMAN" DIVISION FEES FOR HART AND CARRIED, THE MAYOR WAS,REQUESTED TO APPOINT A LIAISON COMMITTEE PARK PURPOSES. TO WORK WITH THE IRVINE COMPANY TO OFFER THE CITYts SERVICES IN ESTAB- LISHING A PLAN, AND IT WAS SUGGESTED THAT THE COMMITTEE INCLUDE REPRESENT -. ATIVES FROM THE COUNCIL, PLANNING COMMISSION, AND THE PARKS, BEACHES AND 1, .- RECREATION COMMISSION AND THE ADMINISTRATIVE OFFICE OF THE CITY. MR. WALTER LONGMOOR SPOKE .FROM'ITNE AUDIENCE AND STATED THAT THE NEGOTIATION ,. OF A PLAN OF THIS NATURE WITH THE .IRVINE COMPANY SEEMED TO BE THE BE'S,:T SOLUTION OF THE PROBLEM INVOLVED,,SINCE MOST OF THE AREA;.TO Bfy.r p4VfDED IS IRVINE PROPERTY, ALREADY ANNEXED OR WHICH WILL 0E,ANNL1 • � c .. � � J x n .9. i � � - �.4 v.ti .�.Ya1�i,XxYsYdi.{ .. y.,ax. ._n_u„,w..'a'::6+ —n:: �. ..,.a:saa — - ,.s• 1........ �, ..., w. �:tx., -4, PAGE 20 - VOLUME 12 PLANS, DEVELOP- MENTi & CONVEY- IRVINE TERRACE PARK. CA-49 PAGE 59 - VOLUME 14 IRVINE TERRACE PARK DEED CA 49 PAGE 62 - VOLUMN 14 IRVINE TERRACE PARK DEED CA 49 PAGE 70 - VOLU14N 14 R 5318 DEED IRVINE TERRACE PARK ADOPTED CA 49 =1 J y 28, 1958 THE PLANS OF-T IRVINE COMPANY REGARDING THE DEVELOPMENT AND CONVEYANCE OF 'I IRVINE TERRACE PAR, WERE PRESENTED. MARK ENGELKE, VICE CHAIRMAN OF THE PARKs, BEACHES AND RECREAT+9N COMMISSION, SPOKE FROM THE AUDIENCE AND STATED THE COMMISSION HAD AP PR PROPOSAL OF THE IRVINE COMPANY. '1! THE PROPOSED TERMS AN ONS Fbit"THE DEVELOPMENT AND CONVEYANCE OF IRVINE TERRACE PARK SEPTEMBER 26, 1960 'fRVINE COMPANY TO THE CITY OF NEWPORT A RESOLUTION, ACCEPTING A DEED FRom,THE: ,BEACH FOR IRVINE TERO *,E.9. PARK WAS CONSIDERED AND HELD OVER UNTIL LATER IN THE MEETING FOR PROPOSZJ�'`Rf,ROADI.MG OF THE. DEED. SEPTEMBER 26, 1966, THE COUNCIL DISCUSSED AGAIN THE ACCEPTANCE OF THE DEED FROM THE .IRVINE COMPANY TO THE CITY OF NEWPORT BEACH FOR IRVINE TEROACXPARK, CONSIDERED EARLIER IN THE MEETING- THE CITY ATTORNEY HAD SUBMITTED j*0 DRAFTS OF PROPOSED REWORDCNG OF THE DEED. THE LANGUAGE OF DRAFT No. I WAS APPROVED, AND THE CITY ATTORNEY WAS DIRECTED TO TRANSMIT IT To THE IRVINE COMPANY. OCTOBER 10, 1960 RESOLUTION No. 5318, ACCEPT I ING A DEED TO IRVINE TERRACE PARK FROM THE IRVINE COMPANY, WAS ADOPTED. MR. JAMESCALLAHAN AND MR. W. ALLEN.GRUBB SPOKE FROM THE AUDIENCE. i CITY OF NEWPORT BEAC OFFICE OF CITY ATTORNEY DATE . TO THIS ISO YOU. Your recommendations Your file Your information Please read and return with comments City Council meeting on Action or remarks: ? r i �- a 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. TO: CITY ATTORNEY FROM: PUBLIC WORKS DIRECTOR SUBJECT: IRVINE TERRACE PARK STORM DRAIN` ENCLOSED ARE THE FOLLOWING: r_- Date MARCH 12, 1965 �.,.,�� ►.3 -v You REPORT DATED JULY, 1964, OREPARED BY KOEBIG AND KOEBIG,� TITLED "IRVINE TERRACE STORM DRAIN STUDY." 2. COPY OF THE RECORDED DEED CONVEYING IRVINE TERRACE PARK TO THE CITY OF NEWPORT BEACH. EARLY THIS YEAR A FIELD INVESTIGATION REVEALED THAT THE EXISTING STORM DRAIN IN IRVINE TERRACE PARK IS IN A POOR STRUCTURAL CONDITION. AS A RESULT OF THIS INVESTIGATION, THE IRVINE COMPANY HIRED THE FIRM OF KOEBIG AND KOEBIG TO PREPARE AN ENGINEERING STUDY ON THE IRVINE TERRACE STORM DRAIN. ACCORDING TO THE BEST INFORMATION THAT WE CAN ASSEMBLE, THIS STORM DRAIN IN IRVINE TERRACE PARK WAS INSTALLED BY THE IRVINE COMPANY DURING THE LATE SUMMER MONTHS OF 1955• BOTH THE ENGINEERING WORK AND THE CONSTRUCTION WORK WERE DONE BY IRVINE COMPANY PERSONNEL. IT IS BELIEVED THAT THE FILL WAS PLACED OVER THE STORM DRAIN INN 1956 BY THE MACCO CORP. IN CONNECTION WITH THE IMPROVEMENTS FOR TRACT 2813. SINCE THIS STORM DRAIN WAS ON PRIVATE PROPERTY AT THIS TIME, THE CITY OF NEWPORT BEACH DID NOT APPROVE THE PLANS NOR DID THE CITY INSPECT THE ACTUAL CONSTRUCTION WORK, THERE IS NO RECORD OF THIS STORM DRAIN HAVING BEEN OFFICIALLY ACCEPTED BY THE CITY. HOWEVER, THE WORDING IN THE ATTACHED DEED INDICATES THAT THE CITY MAY HAVE ACCEPTED THE STORM DRAIN ALONG WITH IRVINE TERRACE PARK- THE EXISTING STRUCTURAL CONDITION AND CAPACITY OF THE STORM DRAIN ARE SUCH THAT IT WILL REQUIRE SOME IMMEDIATE ACTION. THIS IS PARTICULARLY TRUE IN LIGHT OF THE DEVELOPMENTS FOR THE PROPOSED IRVINE CENTER. IT IS SUGGESTED THAT YOU REVIEW THIS INFORMATION AND PERHAPS WE COULD GET TOGETHER AND DECIDE HOW MUCH RESPONSIBILIT I,TY HAS IN CON- NECTION WITH THIS DRAIN. V \X T. DEVLIN TD: Vii TT. 6 ..a CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER April 23, 1964 TO: MAYOR AND CITY COUNCIL FROM: City Manager At a recent meeting of the staff of the City and the staff of the Irvine Company, the matter of future drainage plans for the Newport Center was discussed. The condition of the storm drain running into the Coast Highway through the Irvine Terrace Park.and to the bay was also reviewed. Because of the inter - relation of the two, it was agreed that the first step should be a preliminary study of ground conditions, the existing storm.drain, and the proper methods for disposing of present and future storm water from this drainage area. It was agreed that the Irvine Company would employ a professional engineering firm to make a preliminary study of the problem and point out various courses of action for its solution. No conclusions were reached.as to financial responsibility, except that the Irvine Company recognizes full responsi- bility for any additional drainage problems caused by the developmebt of the Newport Center. I have authorized the Irvine Company, or their representative, to drill test holes for determining soil conditions in the Irvine Terrace Park, with the understanding that.all landscaping will be re- placed in its original condition. I will keep the Council informed as the study progresses. THE IRVINE COMPANY 13042 MYFORD ROAD, POST OFFICE BOX 37, IRVINE, CALIFORNIA, LINCOLN 4 -0120 April 14, 1964 Mr. Donald C. Simpson City of Newport Beach 3300 Newport Boulevard Newport Beach, California Dear Mr. Simpson: Re: Storm Drain through Irvine Terrace Recently the field man for the State Division of Highways called to our attention some indications of cracking in the culvert un- der the State freeway opposite Malabar Drive in Irvine Terrace. Our field people made a survey of the damage in the storm drain from Coast Highway to the bay and the accompanying drawing and pictures show the extent and location of the damage found. We are turning over to you the results of our field survey since the entire damage area falls on City property (Irvine Terrace Park and E1 Paseo Drive). Because of the nature of the damage and its extent, it would seem expedient to have the damage cor- rected prior to next winter's rains. We have not been able to find the design or construction drawings for this storm drain but assume since it was done in connection with the Irvine Ter- race subdivision that the City has these drawings on file, to- gether with the inspection reports for the same. If we can be of any assistance in this matter please call on us. Very trulyy yours, W. R. Mason Vice President WRM:pab Enclosures N Department of Public Works, C1 all 3300 Newport Boulevard -. Newport Beach, Calif. Attention: Mr. Benjamin B`. Nolan Dear Mr. Nolan: -' 50- SEHe✓ARD RD. Corona del Mar, Calif. - June 4, 1962 0R .SDN96 Subject: Resubdivision 140, Nichols & Smart. The Irvine Company has requested that the lessee of Resub- division 140 secure a letter from the City of Newport Beach contain- ing the following information: (1). That the projections of the concrete terrace and shade canopy into the existing storm drain easement (See att. Plot Plan), will not prevent future acceptance by the City of Newport Beach of said easement. The lessee, Nichols & Smart, propose to build a residence as per attached plan, on Parcel A of Resubdivision 140, a Portion of Lot 93, Tract 1701, in Irvine Terrace. Previous correspondence veri- fied the existence of a current easement and storm drain now maintained by the Irvine Company. The Irvine Company anticipates the future dedication of the storm drain and the easement to the City of Newport Beach. ,*pry truly yours, yeli L. Buttermore for Nichols & Smart C -1033 See Contract File for Storm Drain Profile & Storm Drain Plan Tract No. 1701 Z CD O rml m C.) wc zop rn NO rn AN Ie11Nl�� I ��I��I�IIllnllllllllll �AAlnll�flll�llllllllllllllll Z CD O rml m C.) wc zop rn NO rn Z CD O rml IM11 I wc IM11 I r 9 CN 0 f�nmua_aaaea:axaaaxffi O°z zAm M �A m Z mo > -. w a meu a r a a > . v s s i I; 0 a z (n C �D �A i A � x O- I' ' 1 I CM Al 0 '11��■0 IIO�wI■IIY�� 111YInI1n10e�1101� III��III�I�IIII�IONIAI�I' mA-1. '. O°z zAm M �A m Z mo > -. w a a r a a > . v s s I; 0 a z (n C �D �A i A � x O- I' ' 1 I CM D4 m 0 0 APRIL 25, 1966 I. TO: CITY COUNCIL to FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE EL PASEO DRIVE - IRVINE TERRACE PARK STORM DRAIN (CONTRACT NO. 1033) RECOMMENDATIONS: DISCUSSION. 1. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A COOPERATIVE FINANCING AGREEMENT WITH THE IRVINE COMPANY FOR THE SUBJECT CONSTRUCTION. 2. APPROVE THE PLANS AND SPECIFICATIONS. 3. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:00 A.M. ON MAY 17, 1966. AT THE MEETING OF AUGUST 23, 1965, THE COUNCIL AUTHORIZED CITY PARTICIPA- TION IN THE COST OF CORRECTING THE INADEQUATE STRUCTURAL CONDITION OF THE STORM DRAIN THROUGH IRVINE TERRACE PARK. THE FORMULA APPROVED PROVIDED THAT THE IRVINE COMPANY AND THE CITY WOULD SHARE EQUALLY IN THE COST'OF CORRECTING THE STRUCTURAL DEFICIENCY, AND THAT THE IRVINE COMPANY WOULD PAY THE COST OF INCREASING THE CAPACITY OF THE DRAIN IN ORDER TO ACCOMMODATE DEVELOPMENT UPSTREAM. THE IRVINE COMPANY IS ALSO PROVIDING AN ADDITIONAL PARALLEL DRAIN IN EL PASEO DRIVE FROM THE PARK TO THE BAY IN ORDER TO PROVIDE ADEQUATE CAPACITY IN THAT SECTION. CINDER THE FORMULA THE CITY WILL PAY 46% OF THE COST OF THE DRAIN ACROSS THE COAST HIGHWAY AND THROUGH THE PARK, AND THE IRVINE COMPANY WILL PAY 54 %. THE CITY SHARE OF THE TOTAL COST OF THE PROJECT IS ABOUT 26 %, AND THE IRVINE COMPANY SHARE IS ABOUT 74 %. ALTHOUGH THE PORTION OF THE EXISTING DRAIN UNDER THE HIGHWAY IS STRUCTUR- ALLY SOUND, IT WOULD BE UNECONOMICAL TO CONSTRUCT A NEW DRAIN IN THE PARK ATTEMPTING TO UTILIZE THE EXISTING CULVERT UNDER THE HIGHWAY. BASED ON THE CURRENT ESTIMATES AND THE FINDINGS OF AN ENGINEERING STUDY OF THE DRAIN IN JULY, 1964, BY THE ENGIN- EERING FIRM OF KOEBIG & KOEBIG, INC., THE COST OF A DRAIN AT A LOWER ELEVATION WOULD BE TWICE AS MUCH. THEREFORE, BY SHARING IN THE COST OF A -NEW HIGHWAY CROSSING AT THE SAME RATIO AS THE PARK AREA, A LARGE SAVINGS IN TOTAL CONSTRUCTION COST WOULD ACCRUE TO BOTH THE CITY AND THE IRVINE COMPANY. - THE ESTIMATED COSTS OF CONSTRUCTION AND THE DISTRIBUTION OF COSTS BASED ON THE PROPOSED AGREEMENT ARE AS FOLLOWS: CITY IRVINE CO. TOTAL CONTRACT COST $ 26,400 74,900 $ 101,300 CONTINGENCIES _2,600 77,100 91700 ENGINEERING 2,900 8 ,loo 11,000 SURVEYS, SOILS REPORT AND STAKEOUT 1,100 , 4,300 TOTALS $ 33,E $ 93,300 $ 126,300 TO: CITY COUNCIL SUBJ: CONTRACT NO. 10 0 4 -z5 -66 THE IRVINE COMPANY WILL ALSO REIMBURSE THE CITY FOR THEIR PROPORTIONATE SHARE OF THE INSPECTION FEES. INASMUCH AS THE CITY SHARE OF THE COST IS OVER $3,000, IT IS NECESSARY THAT -THE CONSTRUCTION BE ACCOMPLISHED BY A PUBLIC. WORKS CONTRACT ADMINISTERED BY THE CITY. A COOPERATIVE FINANCING AGREEMENT FOR THE PROJECT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. IT IS PROPOSED TO RETURN $35,000 OF THE $38,000 APPROPRIATED IN THE CURRENT BUDGET FOR THE RIVERSIDE STORM DRAIN TO SURPLUS AND TO FINANCE THE CITY SHARE OF THE COST OF THIS PROJECT WITH THOSE FUNDS. THE BALANCE WILL BE PROVIDED BY THE IRVINE COMPANY. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. THIS PROJECT WILL PROVIDE FOR CONSTRUCTION OF A NEW DRAIN OF 75 -INCH AND 66 -INCH DIAMETER THROUGH THE PARK; THE EXISTING DRAIN WILL BE FILLED WITH SAND. IN EL PASEO DRIVE A NEW DRAIN OF 54 -INCH AND -48 -INCH DIAMETER WILL BE CONSTRUCTED PARAL- LEL TO THE EXISTING DRAIN. THIS PARALLEL DRAIN WILL DISCHARGE TO THE BAY THROUGH AN EASEMENT TO BE PROVIDED THROUGH THE RICHARDSON YACHT LANDING. THE EXISTING DRAIN THROUGH THE PARK ALSO PASSES THROUGH A PRIVATE EASEMENT IN A RESIDENTIAL LOT IMMEDI- ATELY NORTH OF SEADRIFT DRIVE. THAT PORTION OF THE DRAIN IS BEING REALIGNED THROUGH A NEW EASEMENT WHICH IS FURTHER AWAY FROM THE HOUSE. DOCUMENTS DEDICATING THE NEW EASEMENTS WILL BE PRESENTED TO THE COUNCIL AT THE TIME AWARD OF CONTRACT IS CON- SIDERED. THE NEW DRAIN IN EL PASEO WILL BE LOCATED IN THE EASTERLY SIDE OF THE DI- VIDED ROADWAY, THUS NECESSITATING THE CLOSING OF THAT SIDE OF THE ROAD DURING A PORTION OF THE CONSTRUCTION PERIOD. THE SPECIFICATIONS PROVIDE THAT ONE LANE IN EACH DIRECTION SHALL REMAIN OPEN ON BAYSIDE DRIVE. THE PORTION OF THE DRAIN CROSSING COAST HIGHWAY WILL BE JACKED UNDER THE SURFACE AND WILL NOT INTERFERE WITH TRAFFIC. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 1, 1966. BY ADVERTISING THE CONTRACT 'AT THIS TIME IT IS HOPED TO BE ABLE TO COMPLETE THE WORK IN BAYSIDE DRIVE AND IN THE RICHARDSON YACHT LANDING PARKING LOT PRIOR TO JULY 1 IN ORDER TO REDUCE INTERFERENCE WITH SUMMER TRAFFIC, AND ALSO TO COMPLETE ALL OF THE WORK PRIOR TO ANY RAINS NEXT FALL. SEPi1 A DEVLIN BLIC W RKS DIRECTOR P10