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HomeMy WebLinkAboutC-1083(A) - Fiscal Year 1966-1967 Combined Street Improvements - Intersection of Santiago and NottinghamMINUTES OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA 0 March 21, 1967 IN RE: RELEASE OF MORTGAGE On motion of Supervisor carried by Board members presen --, authorized to sign the Relea--a 'by Pete and Elsie Mari. -.-�z, i -stt_ :., d ,_;7 seconded and unanimously e C : �'rrr.an v.:d the Clerk are 4 tga:.a made to the County of Orange IN RE: AGREE_, "'f IRVINE AVENUE AND TUSTIN AVENUE CONSTRUCTION I CITY �F NZIPORT BEACH On motion of Supervisor :Alen, duly seconded and unanimously icarried by Boa -d members present,t:_ Cha -.man and the Clerk are authorizes to sign the Agreement dated Marc:- �.., 1:•67, be ween the County of Orange and the City of Newport Beach, prc ~-ding for the City to construct certain County portions on Irvine renue- Tustin Avenue, from Santa Isabel Avenue to Monte Vista Avenue. IN RE: AGREEMENT 2- ,AFFIC E.:... .L �.f THE INTERSECTIC :' C' RED HILL AVENUE AND LAGU-N . :O. L CI-1 _ OF TUSTIN On motion of Supervisor __irste duly seconded and unanimously carried by Board members present, the C:.ai_ -man and the Clerk are authorized to sign the Agreement e.atled :March 21, !967, between the County of Oran -- and the City of Tustin, providing for a traffic signal at the intersection of Red Hill Avenue and Laguna Road IIN RE: NOT OF COMPLETION CONSTiiU CPION OF THREE WEIR BOXES ON LIN__,_,:v AVENUE SANTA ANA VALLEY IR R_:::'.::•T10N COMPANY, OXr- :,ACTOR i Gn motion of Supervisor H:�rstein, duly . :,eco .d.. and unanimously carried by Board members present, the letter dated Marcia -„ -967, from ;the Road Commissioner and County Surveyor, stating that z_:a Contract for construction of three weir boxes located on Lincoln Avenue, ..ith Santa Ana Valley Irrigation Company, Contractor, is received and ordered filed and the work accepted. The 1:airman and the Clerk are authorized to sign the Notice of Complet oa:. FTC] 3-11.1.t 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17' is 19 20 21 22 23 24 25 26 27 28 29 30 31 1 32 A G R f E M E 14 T LHIS AGRELMY'ANT, silo and entered into this day o:` 1995 7 , BY AND BETWEEN CITY OF NEWPORT BEACH a municipal corporation ,. ereinafter designated as "CITY ", and COUNTY Cu.' ORAJNGE, a political subdivision C: the State of California here .natter desig_ru:::ed WIci L6: ,1 Tii. as "COULTY '. }dffEi;��s a considerable volume of traffic presently exists and is progressively increasing in that portion of Tustin and i : v ne Avenues lyin waitzira CITY and ✓JUN "1'Y bcun6aries between aria .Isabel &ad Monte Vista avenues; and "'al 64 CITY and 1Jk;TY conteuplatet doing improvement IiE work on Tustin and Irvine Avenues between Santa Isabel and Monte vista Avenues, hereinafter referred to as the "Project ", and wish to specify the proporcionate shares Of' the costs that are to be locrne by CITY and O_MNTY; a JMRE€S, the provisions of Title 1, Division 7, Chapter 5, Articl 1, of the California Government Code entitled 1°Jcint Powers Agreemeacs" authorize two or more public agencies to jointly exercise any power cocoon to the contracting parties; NG'vl, THEREFORE, IT IS AGREED by the parties hereto 3s E?il� st 1. CITY shall prepare detailed plans, specifications and cost estimates for the project, which shall include street vide realignment, reccris true tion and curb construction, including the construction of a cul -de -sac on Tustin Avenue appro: .r,atel 579 feet north of Santa Isabel Avenue. 2. CITY is designated as the agent of CMNTY for the purposed, ': adwilnistering, contracting, and constructing the public improvements called for in this agreement and is auchorizerd h;; the C(3AJM to perform all acts necessary oi. required in order 9 1 2 3 4 5 6 7 1.1 9j 10 11 12 13 14 15 i 16' 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 41 zc construct the improvement ia..1acordance with the plans and specifications. On completion of the Plans, specifica- tions ar.d cost estimates for the project, CITY shall trans- mit the same to the apprcprlate COUNTY department for approval. rfLcr viatten approval has been obtained from the COUNTY CITY shall proceed to award a contract for the fro- ject pursuant to the public bid requirements of the CITY Charter. 3. Fur and in coasit,eratior, of rhe covenants and conditions agreed to be performed by CITY, COUNTY agrees to reimburse the CITY within thirty (:;J) days upon receipt of are itemized statement settia, ,forth the GOUNT'i's share of the Project construction costs and en4ineering costs on the following basis: (a) For any necessary street widening and improvement work, the COUNTY will reimburse the CITY for the work done within the COUNTY territory as that ter - r3.tory existed at the time of the award of the con struction contract. (b) COUNTY's share of design, engineeria ::,, and inspec- tion costs shall be based upon a percentage equiv- alent to the ratio which COUNTY's share of the pro jest construction costs bears to the total con- struction costs and shall include a charge not to exceed fifteen percent (15 %) to cover CITY's over- head cost. she estimated cost for the entire Project is $489000 and the total cost to COUNTY is estimated at $13,500 The actual amount of COUNTY's share shall be determined afte completion of the worn covered by the construction contract. 4. It is um tually understood and agreed: (a) That neither COUNTY nor any officer or employee 2. I' 1 2 3 4 l 5 6 7 $i i 9 10 11 it 121 I 13� 14 15 16, 17 18 19 20 21 22 23! 24 ! 25 26 27 28 29 30 31 32 Pe • %11 - a, thereof shall be -responsible for any damage or lia- bility occurring 'by reason of anything done or omitted to be done by CITY under or in connection with any work, authority or jurisdiction delegate: to CITY under this agreement. It is also understro and agreed that, pursuant to Governwent Code Sec - tion 895.4, CITY shall -fully indemnify and hold COUE i har.aless ;.rom any liability imposed for injury (as defined by Government Code Section 810. occurrinb by reaGor, of anything done or omitted to be done by CITY tinder or in connection with any work; authority or jurisdiction delegated to CITY under this agreement. (b) That neither CITY nor any officer or employee thereof is responsible for any damage or liability occurring by reason of anything, done or omitted to be done by 'COUNTY under or in connection with any work, authority or jurisdiction not delegated tc CITY under this agreement. It is also understood and agreed that, pursuant to Government Code Sec- tion 895.4, COUNTY shall fully indemnify and hold CITY harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occur ring by reason of anything done or omitted to be done by COUNTY under or in connection with any work authority or jurisdiction not delegated to ZITY under this agreement. IN WITNESS WHEREOF, CITY has caused this agreement to be executed by its Mayor and attested by its Clerk and COUNTY has caused this agreement to be executed by the Chairman of its Board of Supervisors and attested by its Clerk, all thereunto duly authorized by resolution of the CI1"Y Council and minute order of 3. I .. j� • is (' Z 2 31 4 5 6 7 8 9 10 11i 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 the Board of Supervisors, respectively, on the date written opposite their signatures. ted: CITY OF NEWPORT liucat a municipal corporation 1967 Ey- yz.. nyor APPROVED AS TO FORM: City At rney COUNTY OF OiWCE, a political subdivision of the State of California r; 1967 By ..'� 3� c�Q `zil leio�' Chairman, Boar�Tc of Supervisors W. E. Si JOW County Clerk and ex- officio Clerk of the Board vjL Supervisors Deputy APPROVED AS TO FOR14: ADRIAN &UYFER, COUNTY COUNSEL ORANGE COUNTY, CALIFORNIA By 4, MARCH 13, 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: IMPROVEMENT OF IRVINE - TUSTIN AVENUE BETWEEN SANTA ISABEL AVENUE AND MONTE VISTA AVENUE RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE A COOPERATIVE FINANCING AGREEMENT WITH THE COUNTY OF ORANGE FOR THE SUBJECT IMPROVEMENT. DISCUSSION: THE CURRENT BUDGET INCLUDES A PROJECT FOR THE REALIGNMENT AND IMPROVEMENT OF IRVINE AVENUE BETWEEN SANTA ISABEL AVENUE AND MONTE VISTA AVENUE. INCLUDED IN THE PROJECT IS CONSTRUCTION OF A CUL -DE -SAC ON EX- ISTING TUSTIN AVENUE SOUTHERLY OF THE MERGING POINT BETWEEN THE NEW ROAD- WAY AND TUSTIN AVENUE, AND PAVING AND CURB WORK ON TUSTIN AVENUE WESTERLY OF THE CITY LIMITS. ALL CONSTRUCTION IN THE UNINCORPORATED AREA WILL BE FINANCED BY THE COUNTY BY MEANS OF THE COOPERATIVE FINANCING AGREEMENT. THE COUNTY'S ESTIMATED SHARE OF THE COST IS $16,000. FINAL DESIGNS) PLANS, SPECIFICATIONSy AND COST ESTIMATES ARE CURRENTLY BEING PREPARED; AND SHOULD BE READY FOR COUNCIL CONSIDERATION SHORTLY. OSEPH DEVLIN UBLIC O KS DIRECTOR BBN:JR .3-1 y-6 7 [in March 1, 1967 Mr. J. Wylie Carlyle County Recorder P. O. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: Enclosed for recordation is Grant of Easement from Newport -Mesa Unified School District of Orange County. Acceptance of said Easement was authorized by the Council at its meeting on February 27, 1967 by the adoption of Resolution No. 6517. dg Encl. Very truly yours, Laura Lagios City Clerk City of Newport Beach '/ . . To: From: CITY OF NEWPORT BEACH CITY ATTORNEY DEPARTMENT City Clerk City Attorney I February 20, 1967 Subject: Resolution accepting a Grant of Easement Transmitted are the following: 1. The original and one copy of a grant of easement from Newport -Mesa Unified School District of Orange County dated February 7, 1967 by which an easement is granted to the City for street and highway purposes for a portion of 16th Street between Irvine Avenue and Dover Drive. 2. A resolution accepting said document and authorizing its recording. These are for City Council consideration at their meeting on February 27. t� Z/. S, owl TuTull ll H. Se y ur City Attorney THS:aem Attachs. cc - City tianager Public Works Director COUNCIL: V_� -2 -�I-- / ,l .. . t I M 0011 2 3 4 5 6 7 IS 9 A 13 14 15 16 17 18 19 20 21 22 23 ; 0) (12) Is 0 -4 --. MOLMON NO. 6517 A aSSOLUMN 09 M Afy :n-UNQIL OF THE �Iry G-F mkow BLAOIj E-i .Nrr tit VNEALAO, ',�Zjifjad ... :A-A wi-tiTaL 0i GCWoc 1,ugq, a pUbl,o i,acal,distrinz and cAlx.in, URM W& 26UMLIM 0UZ .1 tip oLWTC -1 041"Mia, AS C�e=" M doll faced to the City Vj a. i. Beaw a icave of Easema= lot M: rt'! puXPOPOS ojeK all naaw ::e3 ;-,a-a land si,- �y j Newport Lunch, ooynty of C gunge , AM WE- KIM :erlylbed [giloqS: A strip ii tanc, bno new in wKIN, leis, a portion A Luc 41 -int Nc. 112f an pax map reworded Sn Book 39, Page 7 of 11''Wellauenus maps in Me 000, ef Uhl 6100: L &MLy zkluwima, and Ala, a purWon w! 16ch street MWL06 pat Mysbanou No 501 ui We Rty K Newport beach, a :A::pj of Mob wan reocrdad =wLer 2, 19C2. in Bock 6269, We 059 K Y"AWI&I jr,ords 61 said :=Q, Cho nortboanterb Kne P" mail 1.00 it, rLAI 0 1W wwnj lar"kibed in iollowi WBngnir, at K AcensesWun ul W iy ALM A way line of 10A 2treet, A,Ou :aat io uiaL", vL,h the SE'ly right of tray line oi lyviue avenue, 00.00 lost in Wlith, an shown on snid man of Tre-I to. 1125; MenLe S 50' if 30" E 1493.91 A. alOU6 said jWly "Itht Vi way line of Wth Street and aio"o We an-Loomy line no said vanaLud puzLian Q 16c" Street LO me z' ly line K the land descriand in the deed to cM WT,;,,:,. ,.a:--bor Union Rnh ashoW Di6lri&, accorded June ?V 1946 in Book 14220 Faaw W 0 Wiciai records of said 14"Pty The `7':'I , �.� I "I W 11 * �'I .—�. -1 WAW KAO ;t. ol laid ehAll A pro- W"Ie( Wly no cEryinace on said Ply iize of tne land irs. soyd An 00 weed to tun Newpvr"� A-at!i)-c':: *�Mian Agh School jiscriat 241 farce B 25 26 27 28 29 30 31 32 Th, 00YOWR on IML 4, Tract AQ. 105 as per map recozded in took 19, Faie 7 of Miwollzuier- r ',t the c--t'.Eice of the Qount7 Aecorder we Qran; e 62wazy, ie5a1'i5ed as zoilows: Ug,innin;,, at ti-Ic interFccn�:_- a: obe al% ri6h, of waa line K 16th Street, 60.00 feet in viLzh wlih the Ally rQhL A wAy linq of Irvine Avenna, W.0 Tco rn in shown or. ,aid ma at Tract No. 1125; tAwnoe i 39* 43' )'Sa W S.00 feet al6w Wd WT; nalc 07 AMY if C! QVW Mras to a pokul on a line Darahlei with and V.00 fesL Wly, measured at Aghl a"ZQw, from z j V�Q; vC,L I Yny line cT M& Street saW poinc bela, Ite Traz Wint W tits thence S 50* 10 05, ginnin,; 3 4 61 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 32 1 0 0 -t. _ anc A. 45.0O feet aI*% said parallel line to a point of cusp wi 49 t8n6ent curve QOWAve sourherly, having ,a-- _ a radius of 25.01 wmatp a radial li*6 'iof said curve to said point bears N 39 4S-# 55" E; thence W44terly 39.27 feet along said curve to �Ile POint Of CJU'6eucY-wiz!i a line parallel with an%I sully 2-Z"O feet, Measured at right angles, from said SElly right Q� --AY line of Irvine Avenue a radial line of said curve to Said point bears N 500 16, 05" W; thence 50 e N 4 161 05" w 20,0') 0') feet aloe.," said radial line to saitj �SE'ly right of way line of Irvine Avenue; thence N 39* 43' 55II 4 25.00 feet along said -;EllY right of .way line ::o the True Point of Beginning; -,LA 6a it is to the interest Of the City to accept said G,-wLc �;,. Easement; r. XVT-L - T : BE IT RESGUEI) that said C.ranv. o1c' Ease- �'it; Clerk Is autkori%ed and dir. cert.L-:ate -:ate of a--ceptance to its recordirLpr. and to I:e%!Lr' 11 0, ffaid 6outwient in the 27th dav Q r February 1 0 1967. 7 Hr. yo, II 3 4 61 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 32 1 0 0 -t. _ anc A. 45.0O feet aI*% said parallel line to a point of cusp wi 49 t8n6ent curve QOWAve sourherly, having ,a-- _ a radius of 25.01 wmatp a radial li*6 'iof said curve to said point bears N 39 4S-# 55" E; thence W44terly 39.27 feet along said curve to �Ile POint Of CJU'6eucY-wiz!i a line parallel with an%I sully 2-Z"O feet, Measured at right angles, from said SElly right Q� --AY line of Irvine Avenue a radial line of said curve to Said point bears N 500 16, 05" W; thence 50 e N 4 161 05" w 20,0') 0') feet aloe.," said radial line to saitj �SE'ly right of way line of Irvine Avenue; thence N 39* 43' 55II 4 25.00 feet along said -;EllY right of .way line ::o the True Point of Beginning; -,LA 6a it is to the interest Of the City to accept said G,-wLc �;,. Easement; r. XVT-L - T : BE IT RESGUEI) that said C.ranv. o1c' Ease- �'it; Clerk Is autkori%ed and dir. cert.L-:ate -:ate of a--ceptance to its recordirLpr. and to I:e%!Lr' 11 0, ffaid 6outwient in the 27th dav Q r February 1 0 1967. 7 Hr. yo, TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR iFEBRUARY 27, 1967 SUBJECT: GRANT OF EASEMENT - 16TH STREET FROM IRVINE AVENUE TO SEA GULL LANE RECOMMENDATIONS: 1. ADOPT A RESOLUTION ACCEPTING THE SUBJECT EASEMENT FOR STREET AND HIGHWAY PURPOSES. 2. AUTHORIZE THE CITY CLERK TO RECORD THE EASEMENT. DISCUSSION: SIXTEENTH STREET IS DESIGNATED ON THE CITY MASTER STREET AND HIGHWAY PLAN AS A SECONDARY STREET FOUR LANE, UNDIVIDED). AT THE PRESENT TIME RIGHT -OF -MAY FOR TWO LANES IS AVAILABLE. THE GRANT OF EASEMENT UNDER CONSIDERATION WILL ALLOW WIDENING THE SOUTHERLY ONE - HALF OF 16TH STREET TO SECONDARY STANDARDS; TWO LANES PLUS PARKING. THE APPROVED BUDGET FOR FISCAL YEAR 1966 -67 INCLUDES A PROJECT TO RECONSTRUCT THE TWO EXISTING LANE'S ON 16TH STREET. THE - SCHOOL DISTRICT HAS EXPRESSED THE INTENTION, THROUGH D- ISCUSSIONS WITH ITS STAFF, OF FINANCING FULL IMPROVEMENTS BETWEEN THE WORK TO BE DONE BY THE CITY AND THE NEW RIGHT -OF -WAY LINE. THIS CONSTRUCTION.WILL BE SCHEDULED AS FUNDS BECOME AVAILABLE. r PH • EVLIN IC S DIRECTOR :NAJ a -io kg,. GD :aem 124 8/66_ (7) 1 CONTRACT FOR ENGINEERING SERVICES (Extension of.Irvine Avenue) 2 3 THIS AGREEMENT is made and entered into this 29 day 4 of DECEMBER , 1966, by and between the CITY OF 5 NEWPORT BEACH, a municipal corporation, herein referred to as 6 "City ", and RAUB, BEIN, FROST & ASSOCIATES, a licensed engineering 7 firm, herein referred to as "Engineer ". 8 RECITALS: 9 City proposes to extend Irvine Avenue from Santa Isabel 10 Avenue to Tustin Avenue, and to construct a cul -de -sac at the pro - 11 posed dead end of existing Tustin Avenue; and 12 Engineer has submitted a proposal to perform the neces- 13 sary engineering services in connection with said project. 14 AGREEMENT 15 1. City engages Engineer to furnish the services here - 16 inafter mentioned, at and for the compensation herein stipulated, 17 and Engineer accepts said engagement upon the terms hereinafter se 18 forth. 19) 2. The Engineer shall: 20 (a) Undertake a preliminary investigation of the 21 overall project, including discussions and negotiations with 22 all agencies involved in the project. 23 (b) Prepare a field topographic location and ele- 24 vation survey with sufficient cross- sections to provide the 25 necessary field data for design. Enough field data will be 26 compiled to tie the proposed street into the existing per - 27 manent improvements which influence the design, including an 28 evaluation of the drainage requirements. The survey will 29 extend 300 feet past the beginning and end of the project. 30 (c) Prepare street improvement plans in accordance 31 with the standard requirements of the City for approximately 32 1400 feet on both sides of the extension of Irvine Avenue 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 between Santa Isabel Avenue and Monte Vista Avenue and for the cul -de -sac from Riviera Street northerly to the proposed dead end of existing Tustin Avenue, for the construction of curb, gutter, sidewalk, paving and driveways. The plans will be prepared on standard City of Newport Beach plan and pro- file sheets with the plan view scale to the satisfaction of the city engineer. (d) Prepare construction bid proposals and detailed plans and specifications for the improvements out- lined above suitable for use by the City in calling for competitive bids. (e) Prepare one legal description and sketch for each of the parcels involved in the acquisition of the right of way required for the project. (f) Prepare a field survey to set the centerline monuments shown on the approved plans for the new alignment in accordance with the City standards. Engineer will mark monuments to be set by others. (g) Prepare one quantity estimate and related cost estimate for the improvements outlined above. (h) Provide assistance in analyzing the bids. (i) Be available for field trips, consultations and advice during the construction period of the project, (j) Check the required shop drawings. (k) Make revisions of the plans and specifications as necessary in order to accommodate unknown conditions dis- covered during construction. (1) Be available for consultations with the Public Works Director and his staff regarding interpretation of the plans and specifications. 3. Original drawings, reports, notes, maps and other documents shall become the property of the City and may be 2. 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 reproduced as deemed necessary by the.Public Works Director 4. City reserves the right to terminate this contr. y-� at any time by giving Engineer three (3) days' prior written notice in the United States mails, postage prepaid, addressed to any of Engineers business offices. In the event that City shall terminate this contract, it shall reimburse Engineer on.tlie basis of its standard fee schedule contained in its proposal dated, October 24, 1966. 5. All plans, specifications and other documents for the project shall be submitted to the Public Works Director of City for first review within thirty -five (35) calendar days fol- lowing the execution of this agreement by the City. All final plans, specifications and other documents for the project shall be to the satisfaction of the Public Works Director and shall be sub- mitted to him within seven (7) calendar days after completion of review by City and submittal of comments to Engineer. 6. In consideration of the performance of the above described engineering services, City agrees to pay Engineer an amount based upon the standard fee schedule contained in Engineer's proposal dated October 24, 1966, but in no event shall said amount be greater than $5000. The amount to be paid to Engineer shall be payable as follows: (a) Monthly partial payments, each payment to be the amount earned as determined by the fee schedule. The sum of the monthly partial payments shall not exceed ninety per- cent (90 %) of the above maximum fee. (b) The balance of the total amount to be paid upon acceptance of the construction work by the City Council, but in any event not later than eighteen (18) months after the signing of the plans by the Public Works Director. In addition, City shall reimburse Engineer for the ac cost of reproduction of copies of said plans, specifications 3. 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 reproduced as deemed necessary by the.Public Works Director 4. City reserves the right to terminate this contr. y-� at any time by giving Engineer three (3) days' prior written notice in the United States mails, postage prepaid, addressed to any of Engineers business offices. In the event that City shall terminate this contract, it shall reimburse Engineer on.tlie basis of its standard fee schedule contained in its proposal dated, October 24, 1966. 5. All plans, specifications and other documents for the project shall be submitted to the Public Works Director of City for first review within thirty -five (35) calendar days fol- lowing the execution of this agreement by the City. All final plans, specifications and other documents for the project shall be to the satisfaction of the Public Works Director and shall be sub- mitted to him within seven (7) calendar days after completion of review by City and submittal of comments to Engineer. 6. In consideration of the performance of the above described engineering services, City agrees to pay Engineer an amount based upon the standard fee schedule contained in Engineer's proposal dated October 24, 1966, but in no event shall said amount be greater than $5000. The amount to be paid to Engineer shall be payable as follows: (a) Monthly partial payments, each payment to be the amount earned as determined by the fee schedule. The sum of the monthly partial payments shall not exceed ninety per- cent (90 %) of the above maximum fee. (b) The balance of the total amount to be paid upon acceptance of the construction work by the City Council, but in any event not later than eighteen (18) months after the signing of the plans by the Public Works Director. In addition, City shall reimburse Engineer for the ac cost of reproduction of copies of said plans, specifications 3. 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 gad related docume, and filing fees, checking fees and other related costs authorized by the Public Works Director and advanced by Engineer, 7. Engineer shall assume the defense of and indemnify and save harmless the City, and its officers and employees, from all claims, loss, damagg4 injury and'.liability of every kind, nature and description, directly or indirectly arising from Engineer's performance of this contract and of the engineering work and services herein provided. IN WITNESS WHEREOF, the parties have executed this con- tract as of the day and year first above written. CITY OF NEWPORT BEACH APPROVED AS TO FORM: Y ... N. �J B y Z, i -city manager Tu7lxJH. Seyw6k, City Attorney CITY r,AUBJ1 • ; ��� By ENGINEER (Execution of this agreement by the City Manager authorized by Resolution No. 6421 adopted August 8, 1966.) 4: 1 2 3 4 5 .1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2- 22 23 24 25 26 27 28 29 30 31 32 Kitt �ls} A "IF TU L-TY WUMIL Of TWZ' C,I'LT 04i Ka '11"MT BUcil AL"M XILZIWA TW 4ATT W"a& TO aXIM' rok LSAT OF tW4 c1re 1, 1"j'A's 0 At Its p2*t,&ft4 an JUA4 24, 1956 , the cLqv rcVort boo the 6°4o4.34; S;kmt tit stali b,- to ;e-,Mt.0 fee kor a-"h far,,rj�,Qz pxlov appra,,*si 'by the City LoLa„ >zj wbure Uw prol-'"r. far vhj.c h auch Aft;:ViL:9s are C* be aasn -a arprow : beg et and AM46 alra available, anti further Thal: tbe -ourw.11 by resolution autharjy4 the Lity e4=4.er J:o owaj;Uts a4reemn" ths city; ane W)Mvuv�, a r :On3i,4crstinl 0! Kepurt tAG City _0j�QUMMfj*4d prQC4Wures t;hx-� the, &doptllM "�f th*, I vould resuit in aubatanz al Aavinfis lr. ti. W -"d O-Uportso t� the City, would iNPx*VQ ChO Officleacy of the Public Oar ks ao"rtmac, Oftr I WMId UMkbl.,* tho caps'"'ll l"pvoVWMUC program to be acciA*UshO4 bvith fej�-jc6r Jaya; anjS �4 "_ , , % I Uk, 471 city k,,R .-tar proviAes By Og .,-&An47kj May LQ Ot, Without 4 written coatract.. iz;rr the Oj acq.,u- � 7t ,si,>n , S. the appvW?0C by raw airy 6 t aa4 twy impzVoi a M4useLsvy I�Lvkir. upon NWO TRWA.�Lroi�F� a),, iT I.- The (,Ity neAniuist.voti*.o GtAff 18 SUl:h*riZ@Cl to I :0"'OttiOn with PublIC vtlr'ea P,COJm;cg •,lithouv. prior �t:iw _"tY 11-au4cil VhCO tht ft;v .r It �arvices dtoaos &wt re rt�aei 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 ,321 & 0 the Oroject ia lualuved ft, approwe tm4pt., sail -fun'da 'AVC. Lable. The Ly .1i'mater a alithorized to satAm- =rArJ f0r s fi ellaAwt-1--ing services on beholf of :-°4 Uty. AWM�',, rche -s 8th day of Lulu�-t. 966. Z/ 2. 17- is CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. H -1 DATE CONTRACT NO. 1083 -H PURCHASE ORDER NO. - CONTRACTOR'S NAME Griffith Company PROJECT NAME AND N0. Underdrain - Santiago at Nottinqham ACTION: APPROVAL: November 8, 1967 BUDGET NO. 02- 3397 -146 During construction, it was found that the soft subarFde .r_a to be excavated extended beyond the centerline monument nn Nottingham approximately 30 feet westerly of Santiago. r- sulted in the destruction of the monument. Replace tr.s - ment utilizing ties set by the City's survey crew. The cost of replacing the monument is $48.30. e a ETA naineer y �,7, T Department Head Date cc: Purchasing CONTRACTOR: GRIFFITH COHPANY BY ` �1. F. Griffith DATE November 13, 1967 PuBL1C WoRRs ALSO SENT TO P#BL Ri POLICL DIPT6V AND FIRC DEPT#) GENERAL SERVICts DEPARTIItNT PUBLIC WORKS DEPARTMENT STRCtT PROJECT + C011/INto PROJECT 19667 /,mj // w►r.Mo.1967 HEREWtTN, FOR [OUR INPORNATION+ PLEASE FINC,ONE SET OF. PRINTS OF THE SUBJECT STREET INPROYCNCNTS• WORK ON TNESt PROJQCTS 1S EII►tCTED TO Kam ABOUT THE FIRST OF JULY,, 1967. IF YOU NAY[ ANY QUESTIONS REGARDtNO POSSIBLE CONFLICTS BETWEEN THIS CONY STRUCTION AND YOUR OPCHATION$j, PLEASE CONTACT PAT DUHIOANa OUR FIELD ENGINEER. DEREK He WHITE DESIGN ENBIN[tR DwIJR CCI PAT DUNISAN loll I > ..� lei AIL V1. HIM 1!� i 1! Ali ik I %1*7 Tit E.L. MNITC COWART DAL9 CASADA R.M. MCCN.cLLAN CURD CONSTRUCTION 4 CITY OF NEWPORT BEACII CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 6732110 FEBRUARY 10, 1967 SUBJECT: CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTHINGHAM ROAD (INFORMAL BID) - GENTLEMEN: AT 10:30 A.M. ON FEBRUARY 3, 1967, FOUR INFORMAL BIDS FOR THE SUBJECT PROJECT WERE OPENED BY THE PURCHASING AGENT. ALL BIDS EXCEEDED THE $52000 LIMIT IMPOSED ON THE PUBLIC WORKS DEPARTMENT „ BY THE CITY CHARTER. CONTRACTS CANNOT EXCEED THIS AMOUNT WITHOUT. - USING THE FORMAL BIDDING PROCEDURES THEREFORE, ALL BIDS ARE REJECTED AT THIS TIME. - - IT HAS NOT BEEN DETERMINED AT THIS TIME WHETHER TO ADVERTISE FOR FORMAL BIDS FOR THE PROJECTS OR TO REDUCE THE SCOPE OF THE WORK IN AN EFFORT TO STAY WITHIN THE $5,000 LIMIT. YOU WILL BE KEPT NOTIFIED OF ANY DECISION MADE. - THE PUBLIC WORKS DEPARTMENT APPRECIATES YOUR INTEREST IN SUB- MITTING A BID. - VERY TRULY YOURSO _ r J SEPHLT. DEVLIN P BLIC WO KS DIRECTOR ULVI ALSO SENT TO! CARD CONSTRUCT 060. DALE CASADA MCCLELLAN GALLAGHER JANwRY 25* 1967 E.L. WHITE COMPANY 12311 CHAPMAN AVtNuE GARDEN GRoYE* CALIrORN1A SUBJECTI WORMAL BID ran THE CONSTRUCTION or UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD GENTLEMEN! YOU ARE INVITED TO SUBMIT AN INrORNAL RID ON THE ATTACHED PROPOSAL roam roll THE CONSTRUCTION Or AN ASBEiTOi CEMENT PtproRATED UNDERORAIN SYSTEM AT SANTIAGO DRIVE AND NOTTINGHAM ROAD* IN THE CITY Or NEWPORT BEACH* AS SHOWN ON THE ATTACHED ORAWINO* NO. D- 50311 —So SEALED PROPOSALS WILL Rt RECEIVED AT THE OrrICE Or THE PURCHASING AGENT* CITY HALL* NEWPORT BEACH* CALIroRmiA* UNTIL 10130 A.N. ON THE 3RD DAY Or FEBRUARY* 1967• NO BIDOCK'S BOND WILL Rt REQUIRED. LAM AND MATERIAL BONDS AND FAITHrUL PERrOMS1ANCE BONDS WILL BE REQUIRED AS S►ECIrIto IN SECTION 3 -03 Or THE STANDARD SPCCIrICAT10HS, THE CONTRACTOR AND ALL am- CONTRACTORS MUST POSSESS VALID CITY BUSINESS LICCNBES. THE CONTRACTOR MUST PROVIDE INSURANCE AS PROVIDED IN THE STANDARD SPECIrICATIONi. FOR rURTNtR IN►ORMATION* PLEASE CDNTAoT KENNETH L. PERRY AT 673 -2110, EXTCNSION 26. VERY TRULY YOURS* JoiEPH T. DEVLIN PUBLIC WORKS DIRECTOR KLPSNAJ £NCLS1 r� CITE' EACH < MALIC. WENS :OP tIlm WHAT -n.- -- I M"X' CT Sr QEE7- lMPROVCl'CJ-rS TO CLIF-F Df2tVE DIVISION E u ci ti . DATE 4- A, 7 By G P. P. r3 PRELIMINARY d FINAL ND. ITEM 4UOTITf• UNIT PRICE A40M -800 SAWLVT.4 REMOVE CONC2ErE PAVEMEi�1T (500 S'F •6() 4c�o 801 SAWCU'r RcE ovE. Cio-s tl G A PAvEtnChf'r 3,000 S.F. ./0 .300 p SAWCVr �c.. FEMOVE EXiSrlr G or c"6 O' 1 B L'F• 1,50 803 PLACE' 611 AGGREGATE- SASE /25 TONS 5.00 G25 804 Zu«v o E Tom. 81 2 $05' ExLAVA,c Faa Ex,.c G DeA ti 'PIPE RC. OVAL L.S. /000. Oo / oov 80(0 qea e'iu Po.p Con. �c C-r PLACE ig " C. M F, D2A,Ll AQ1, Ak4 Ca LP- WALL U L. F, /2.00 X060 80'7 Cousreoc-r L.A C.t= C b. CATCH BAS,Q 'LGG 2 1 EA /000.00 / 000 (608 COWST2ULT TYPE 1!{ Curza ANO GUTTE2 v C.F 410 820' 809 C.- �ST2ucT TYPE Cuau Arlo Go/u E2 �� °C F 55 L. F. 2.00 / 'a /Q `0 IQ ST 2 VLT GUTT EpQ 0 Lv 6r-ASV I) /qr/ L. F. 2,00 /O1. J80 !( CONSTQV0.T SPc CIAL U 7HiL4 CROSS GVTTEZ 700 S•F. /.00 700 812. ,PL-ACE 2" Arms AST CcQcrecrc FAvl t.iG 300 7-co) ws 800 2,400 '161,?. 'C0IUST2ULT STAWLATZD ALLEY APPrLOACN .I EA 225,00 225 814. Co xi S- rzuC.T Rja QAP L.INEL C4 5 TNS 20.00 .1'00 IS, b1USr M I�HOL. To G QADE 1 Cif 100 00 /OU ,1 T07 A L /0 0(00 i j' PtALIC WOW i° TOM PHILLIPS Dents wmin NARcN 23, 1967 WATER LINE bAIDVFM[M • CLIFF DRIVE AT KACON STREii ATTACRtD ARC TWO ►R1RTO or ma GUOJCCT ►O*Ag?,, PLAN TNC GTRCCT IN►ROVtN1NTO an " t1C PART or TOOK COWINCD CONTRACTS CONRTRUCTION TO 990111 DURING FIRST PART Or MAY 196T, IF YOU WILL NAYC ANY PROBLCN COWLCTING YOUR WORK OC /019 THAT TIRL ON RAMC ANY /URTNIR RCQUIRIIKMTOp ►LLAOC DROP Gv. DCRCK Ho MNITt Dtt+1GN ERG1NctR DWt NAJ Am i PUBLIC MONKS MARCH 3, 1967 UTILITIES SUPER IMMIOgR DESIGN SECTION CLIFF DRIVE I PROVEIENTS (C•1063L) ATTACHED IS ONE PRINT 0/ A RASE MAP IOR THE .SUBJECT PROJECT* As YOU CAN SEES THERE ARE APPARENTLY THREE TERNIANL WATER LINES or VARIOUS SIZES IN THIS AREA• WILL YOU NAVE SOMEONE CNECR THE ACCURACY OP THIS LAYOUT IN THE PIELD• PLEASE INDICATE ON THIS PRINT WHAT LINES YOU WISH TO CONNECT AND NOWT 1► YOU NAYS A PREPERENCE, AND RETURN TO US. WE WILL THEN PRE PARE A REPROOUCIOLE CONSTRUCTION DRAWING /OR YOUR USE. DEREK He WNITe DESIRN ENRINEeR DMI NAJ ATT I l T ��// �S. G✓6%` Gym•^ �! .TG1^oS i•• LrrS JUSTIN M. KENNEDY DIVISION MgNPGER SOUTHERN COUNTIES COMPANY ORANGE COUNTY DIVISION • P.O. BOX 1319 • SANTA ANA. CALIF. 92702 January 18, 1967 City of Newport Beach 3300 'West Newport Boulevard Newport Beach, California ATTENITION: Mr. William Borrego, Principal Engineering Aide Dear Mr. Borrego: Here is a print of our atlas map in the area of your proposed improvements on Cliff Drive. As you can see, the only possible point of conflict would be at the very end of our 211 main easterly of Santa Ana Avenue, and it is unlikely any interference would be encountered there. That 211 main is encased in an older abandoned 3" main and should be in good condition. We have no plans for future work in the area of your improve- ment. Sincerely L. M. 'EacMillan Section Supervisor JAN 2b IN? \ PUBUC WORKS Dtetq C- 1083(A) See Contract File for Cliff Drive Plan MAIL TO Laura Iagios, City C 13139 3300 W. Newport Blvd. Newport Beach, California 92660 NOTICE OF COMPLETION PUBLIC WORKS no-1'.8470 r,JE613 RECORDED AT REQUEST OF aM of IIEWPORT SEAM IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM DEC 19 1967 L WLIE CARLYLE, Carat) RaWft FREE To All Laborers and Material Men and to Every Other Person Interested: C2 YOU WILL PLEASE TAKE NOTICE that on October 18, 1967 , the Public Works project consisting of Fiscal Year 1966- 7 Combined Street Improvement C -1083) on which Griffith Company was the contractor, and The American Insurance Company was the surety, was completed. CITY OF NEWPORT BEACH Pub Works Director VERIF A ION I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty, of perjury that the foregoing is, true and correct. Executed on December 15, 1967 at Newport Beach, California. I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on December 11, 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 December 15. 1967 at Newport Beach, California. -GIV 'o /�... / f" ii. % \\.% is COU10L: /2 -N —e 7 Di Dsuwn: 1 December11, 1967 FILE: TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF FISCAL YEAR 17966 -67 COMBINED STREET IMPROVEMENTS (C -1083) RECOMMENDATIONS: 1. Accept the work, 2, Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Fiscal Year 1966 -67 Combined Street Improvements has been completed to the satisfaction of the Public Works Department. The bid price was: $179,709.50 Amount of unit price items constructed: 180,228.71 Amount of Change Orders: 4,159,97 Total contract cost: 184,388.68 Engineering, Testing, Inspection: 25,366.72 Total project cost: 209,755.40 Total amount budgeted 239,890.48 This project was composed of six separate parts. The description and financing of each follows: 1083 -A - Improvement of Irvine Avenue from Santa Isabel to southerly of Monte Vista. Engineering was by Raub, Bein, Frost and Associates of Costa Mesa, California. Bid price: Unit price items constructed: Extra work: Total contract Engineering, Inspection, Testing: Total project cost: Financing Bud eted Gas Tax Fund 28,000,00 General Fund 2,972,49 Orange County 13,500,00 Water Fund 6,000.00 A budget amenRmgn� for the Gas Ta:lSpdnd72wi $ 38,061.70 38,226.96 38,226,96 9,438.59 47,665.55 E x ende Balance 28,001d .07 707 2,972.49 - 10,991.99 $2,508.01 5,700.00 300.00 be submitt�d471f 5tkg mid- year$adi tments. 1083 -B - Improvement of 16th Street from Irvine Avenue to Sea Gull Lane. Engineering was by Williamson and Schmid of Santa Ana, California. Bid price: $ 72,717.00 Unit price items constructed: 71,355.64 Extra work: 28.39 Total contract 71,384.03 Engineering, Inspection, Testing: 7,794.63 Total project cost: 79,178.66 0 December 11, 1967 - City Council Subject: Acceptance of Fiscal Year 1966 -67 Combined Street Improvements (C -1083) Page 2 Financing Gas Tax Fund General Fund Budgeted $25,000.00 42,106.30 Ex ended $17,895.05 29,132.01 Balance 3-7-,M.95 12,974.29 Costa Mesa 14,000.00 11,589.13 2,410.87 School District 23,000.00 19,441.47 3,558.53 Water Fund 1,120.00 1,120.00 Totals $105,106.30 $79,178.66 $26,048,64 The item of extra work was /coonstruction of additional sidewalk adjacent to the School District Stadium, 1083 -C - Improvement of Placentia Avenue at Production Place. Engineering was by the Public Works Department. Financing Bid price: Unit price items constructed: Extra work: Total contract: Engineering, Inspection, Testing: Total project cost: Gas Tax Fund General Fund Orange County Private Party Totals Budgeted ,988.50 2,204.09 11,500.00 500.00 $26,:19259 $18,090,00 17,828.76 158.27 17,987.03 4,699.42 $22,686.45 Ex ended 9,939,53 2,204.09 10,084,19 458.64 $22,686.45 Balance 2,0 8.97 1,415.81 41..36 $3,506.14 The extra work was for reconstruction of Production Place at the Placentia Avenue intersection to obtain a better riding grade. 1083 -G - Reconstruction of the streets in Anniversary Estates. Engineering was by Donald C. Simpson, 1083 -H - Construction of an under drain at the intersection of Santiago Drive and Nottingham Road. Engineering was by the Public Works Department. 1083 -I - Improvement of Cliff Drive westerly of San Bernardino Avenue. Engineering was by the Public Works Department. The above three projects were financed under one General Fund appropriation. Total costs are shown for the three. Bid price: $50,840.80 Unit price items constructed: 52,817,34 Extra work: 3,973.31 Total contract: 56,790.65 Engineering, Testing: 3,609.43 Total Project Cost $60,400.08 0 December 11, 1967 - City Council Subject: Acceptance of Fiscal Year 1966 -67 Combined Street Improvements (C -1083) Page 3 Financing Budgeted Expended Balance General Fund $75,000.00 $60,400.08 $14,599.92 The extra work involved correcting soft spongy areas and importing fill to bring the roadway up to the planned grade in Anniversary Estates. The two Change Orders were approved by the Council on October 23, 1967. Construction was by the Griffith Company of Costa Mesa, California. The Contract date of completion was October 24, 1967. All work was completed by October 18, 1967. 4 J seph Devlin P blic rks Director PO /ldg OERTIFICATE OF INSURANC16 TO: Name and Address of Insured City of Newport Beach GRIFFITH COMPANY City Hall 611 SOUTH SHATTO PLACE 3300 West Newport Boulevard LOS ANGELES, CALIFORNIA 90005 Newport Beach, California COVERAGE COMPANY AND POLICY * EXPIRATION DATE LIMITS OF LIABILITY Workmen's Compensation Pacific Indemnit 7 -1 -68 WC- Statutory Employers Liability PEC 52500 EL- unlimited in California Bodily Injury Property Damage acific Indemnit 7 -1 -69 Comprehensive General Liability AC 177900 $500,000 per Occurrence - Each Person Each Accident Combined Single Limit for Aggregate Bodily Injury and Property Damage 7 -1 -69 Comprehensive Automobile Liability Insurance Each Perron " Each Accident Excess Liability r1arbor Ins. Co. 7 -1 -69 $1,500,000 per Occurrence - Insurance Combined Single Limit for 03904 Bodily Injury and Property Damage, excess over Pacific Indemnity Policy LAC 177900 THE CITY OF NE ORT BEACH is recognized as an Additional Insured but only as respec s work performed by GRIFFITH COMPANY. (Endorsement No. 3 under Pacific Indemnity Policy LAC 1779 0) "It is hereby understood and agreed that the Policy to which this Certificate re ers may not be c nceled, materially changed, not the amount of coveracre thereof red lice allowed to lapse until ten (10) days after recei t by the City Clerk of the City of Newport Beach, City Hall, Newpo t Beach, California, of a registered written notice of such cancella ion or reduction in coverage." APPROVED AS TO FORM Date: Z 4 — G 7 CITY AT1J3Rhj5Y-- Location: L � ....... ...... ALL OPERATIONS OF THE INSURED Notice of Cancelation—In the event of cancelation or change in the above certified Coverages,4tl'a *1tMffi* Dkthe undersigned to givexl6days written notice of cancelation or change to: will 30 See Above (See reverse side for additional provisions) FRED. S & JAMES CO This is to certify Coverage under the above policies. 6- 21 -67 /ak . INSURANCE BROKERS 625CSo th Kingsley Drive, Los Angeles 5, Calif. By e L yA r w be1it11.(�L. CONTRACT NO. 1083 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS COUNC I APR M 2 1967 �Q d of C! e1.EB.i i .t,-s LAURA LAGiOS, C Y CLERK r` . • PAGE I -A �;. (SHEET I OF 2) s CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS WILL BE RECEIVED'AT THE OFFICE OF THE CITY'CLERKj CITY HALL, NEWPORT BEACH,. CALIFORNIA, UNTIL 11:00 A.M., ON THE FIFTH DAY OF .TUNE, 19670 AT WHICH TIME THEY WILL BE OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL -FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR BIDDER S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE THE FOLLOWING: I. - PROPOSAL 2. PAGE - DESIGNATION OF SUB- CONTRACTORS >PAGE - BIDDER's BOND PAGE 9 - NON - COLLUSION AFFIDAVIT 5. PAGE IO - CONTRACTORS FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS SIGNING ON BEHALF OF THE BIDDER., FOR CORPORATIONSy THE SIGNATURES OF THE PRESIDENT OR VICE PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY ARE REQUIRED AND THE CORPORATE SEAL SHALL BE AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIP, THE SIGNATURE OF AT LEAST ONE GENERAL PARTNER IS REQUIRED. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE. THE ESTIMATED QUANTITIES ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS. NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS, CODE. THE CON- TRACTOR SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL. PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA, AT NO COST TO LICENSED CONTRACTORS. A NON- REFUNDABLE CHARGE OF 2.00 WILL BE REQUIRED FOR EACH SET OF PLANSy SPECIAL PRO- VISIONS, AND CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT IS REQUESTED THAT THE PLANS AND SPECIAL PROVISIONS BE RETURNED WITHIN 2 WEEKS AFTER THE BID OPENING. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH STANDARD SPECIFICATIONS. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AN IS SET FORTH IN RESOLUTION N0. 6519. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. . 1B THE FOLLOWING IS THE SCHEDULE OF PREVAILING WAGE RATES, 1966 -67, FOR A SELECTIVE LIST OF CLASSIFICATIONS. TOGETHER WITH THE INFORMATION INCLUDED IN RESOLUTION NO. 6519 D THIS SCHEDULE IS TO BE CONSIDERED A PART OF THESE CONTRACT SPECIFICATIONS. PREVAILING WAGE RATES - 1966 -67 CLASSIFICATION (SELECTIVE LISTING). 1 66 1 6 CARPENTERS 4.83 CEMENT MASON JOURNEYMAN 4.60 4.84 LABORERS GENERAL OR CONSTRUCTION 3.70 3.85 ASPHALT RAKER & IRONER 3.91 4.06 FLAGMAN 3.70 3.85 GUINEA CHASER 78 9 LAYING OF ALL NON - METALLIC PIPE.01.1 TUNNEL CLASSIFICATIONS VIBRATORMANI JACK HAMMER, PNEUMATIC TOOLS, (EXCEPT DRILLER) 4. 15 4.4445 OPERATING ENGINEERS- (• 1 66 1 6 OILER AND SIGNALMAN (GROUP 1) 3 53 SKIPLOADER (LESS 3/4 YD.) GROUP 2) 4.62 4.77 RODMAN AND CHAINMAN (GROUP-3) 4.86 5.01 INSTRUMENTMAN (GROUP 4) 4.9'yj 5.12 GRADE CHECKER GROUP 5? 5.10 5.31 PAVEMENT- BREAKER OPERATOR SSGROUP 5) 5.16 5. 1 GRADE -ALL OPERATOR (GROUP 0) 5.26 5. 1 TEAMSTERS (5/1/66) 1 67) DUMP TRUCK DRIVER (LESS THAN 4 YDS) • 35 x.50 WATER TRUCK DRIVER (250Q GAL. TO 4000 GAL.) 4.53 4.68 BUILDING AND CONSTRUCTION TRADES (5/1/66) tF 1 6 BRICKLAYER & STONE MASON 15 5.15 ELECTRICIAN 1 66 7/1/67) JOURNEYMAN WIREMAN 11 6-55 (4/28/66) LATHER 5 PAINTERS 7166 i 6 ) JOURNEYMAN - SPRAY 5.22 5.33 PIPE TRADES PLUMBER 5.55 5.64 ANY CLASSIFICATION OMITTED HEREIN SHALL BE THE PREVAILING CRAFT RATE. OVERTIME, SUNDAY AND HOLIDAY RATES ARE AT PREVAILING CRAFT RATES. CITY OF NEWPORT BEACH, CALIFORNIA LAURA LAGIOS, CITY CLERK CITY OF NEWPORT BEACH FISCAL YEAR 1966-67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 PROPOSAL TO THE CITY COUNCIL CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA GENTLEMEN: THE UNDERSIGNED DECLARES THAT HE HAS "CAREFULLY EXAMINED THE LOCATIONS OF THE WORK, HAS EXAMINED THE PLANS AND SPECIFICATIONS, HAS READ THE INFORMATION FOR BIDDERS AND _ HEREBY AGREES TO FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND SERVICES TO DO ALL THE WORK REQUIRED TO COMPLETE CONTRACT 10530 FISCAL YEAR 1966 -67, COMBINED STREET IMPROVEMENTS, WHICH INCLUDES: - 1. PROJECT 1083A - IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTA ISABEL AVENUE TO MONTE VISTA AVENUE. 2. PROJECT I083B - IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE. 3. PROJECT I083C - IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE. 4. PROJECT I083G - RECONSTRUCTION OF STREETS IN TRACT 3068, ANNIVERSARY ESTATES. 5. PROJECT I083H - CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD. 6. PROJECT '10531 - STREET IMPROVEMENTS IN CLIFF DRIVE. IN ALL STRICT CONFORMITY WITH THE PLANS AND SPECIFICATIONS AT THE FOLLOWING PRICES, TO WIT: PROPOSAL FOR PROJECT 1083A THE IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTA ISABEL AVENUE TO MONTE VISTA AVENUE ESTIMATED ITEM DESCRIPTION ITEM QUANTITY UNIT PRICE WRITTEN IN UNIT TOTAL NO. AND UNIT WORDS PRICE PRICE I LUMP SUM EXCAVATION AND REMOVAL IN- CLUDING OFFSITE DISPOSAL OF EXCESS EARTH FIVE THOUSAND DOLLARS AND NO CENTS L.S. 5,0OO•OO LUMP SUM 2 440 LF TYPE "A" CURB AND GUTTER (6" CURB FACE) ONE DOLLARS AND SIXTY -FIVE CENTS t 1.65 726.00 PER LINEAL FOOT 3 0040 LF TYPE "An CURB AND GUTTER /4n CURB FACE) 1� ONE DOLLARS AND EIGHTY CENTS 1.80 p 1.872.00 PER LINEAL FOOT 5 975 LF CURB AND GUTTER (6" CURB FACE & 12" GUTTER) Q ONE DOLLARS AND FIFTY CENTS ,{{ y+ 1.50 11462.50 PER LINEAL FOOT PROPOSAL - I OF 20 ESTIMATED ITEM DESCRIPTION ITEM QUANTITY UNIT PRICE WRITTEN IN UNIT TOTAL NO. AND UNIT WORDS PRICE PRICE 7 855 TONS ASPHALTIC CONCRETE, INCLUDING PRIMES TACK COATS AND SEAL COAT @ SIX DOLLARS AND FORTY CENTS $ 6.40 $50472.00 PER TON 8 1966 TONS AGGREGATE BASE Q TWO DOLLARS AND SEVENTY CENTS $ 2.70 $ 52308.20 PER TON 9 314o sY LIME TREATED SUB -BASE (71 Q Nn DOLLARS AND FnRTY CENTS $ 0.40 $ 1-256.00 PER SQUARE YARD 9.1 30 TONS GRANULATED QUICKLIME °C TVFNTY -EIGHT DOLLARS AND Nn CENTS $ 28_00 $840.00 PER TON 10 625 SF P.C.C. RESIDENTIAL DRIVEWAY APPROACH (61 @ Nn DOLLARS AND FIFTY CENTS $ 0.50 $312.50 PER SQUARE FOOT PROPOSAL - 2 OF 20 ESTIMATED ITEM DESCRIPTION - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 11 19,750 SF REMOVAL AND DISPOSAL OF EXISTING ASPHALT PAVING NO DOLLARS AND THREE CENTS $ 0.03 $ 592.50 PER SQUARE FOOT 13 1 EACH W -21 -R REFLECTOR PADDLES ® TWENTY DOLLARS AND NO CENTS $ 20.00 $ 20.00 PER EACH 20 2 EACH L.A.C.F.C.D. STD. #1 REIN- FORCED CONCRETE CURB INLET CATCH BASIN (W =3.5') SIX HUNDRED DOLLARS AND NO CENTS $ 600.00 $ 1,200.00 PER EACH 21 2 EACH L.A.C.F.C.D. STD. #3 REIN- FORCED CONCRETE CURB INLET CATCH BASIN (W =4.0' AND W =5.0') FIVE HUNDRED DOLLARS AND NO CENTS $ 500.00 $ 1,000.00 PER EACH 22 2 EACH STORM.DRAIN REINFORCED CON- CRETE JUNCTION CHAMBER . FIVE HUNDRED FIFTY DOLLARS AND NO CENTS $ 550.00 $ 1,100.00 PER EACH 23 120 LF CONSTRUCTION OF "GRADE TO DRAIN DITCH SIX DOLLARS AND NO CENTS $ 6.00 $720.00 PER LINEAL FOOT PROPOSAL, -3 OF 20 0A 04, ESTIMATED ITEM DESCRIPTION - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 24 70 LF 15" REINFORCED CONCRETE PIPE 1200 D TEN DOLLARS AND NO CENTS s__!0.00 $ 700.00 PER LINEAL FOOT 25 70 LF 15" REINFORCED CONCRETE PIPE 2000 D TEN DOLLARS AND No CENTS $ 10.00 $ 700.00 PER LINEAL FOOT 26 110 LF 18^ REINFORCED CONCRETE PIPE 1000 D ELEVEN DOLLARS AND No CENTS $ 11.00 $ 1,210.00 PER LINEAL FOOT 27 235 LF 21" REINFORCED CONCRETE PIPE 1000 D TWELVE DOLLARS AND NO CENTS $ 12.00 $ 2,$20.00 PER LINEAL F00T 30,31 LUMP SUM INSTALLATION OF ALL WATER & 32 SYSTEM IMPROVEMENTS" FIVE THOUSAND SEVEN DOLLARS HUNDRED AND NO CENTS $ L.S. $ 5,700.00 LUMP SUM 4O 1 EACH ADJUSTMENT OF EXISTING SEWER MANHOLES TO PROPER FINISHED. STREET GRADE FIFTY DOLLARS AND NO CENTS $ 50.00 $ 50.00 PER EACH SUB - TOTAL, ITEMS 1 THIRTY -EIGHT THOUSAND THROUGH 40 SIXTY -ONE DOLLARS AND p - SEVENTY CENTS $ 38,061.70 PROPOSAL - 4 OF 20 • ,i PROPOSAL FOR PROJECT 1083B SIXTEENTH STREET IRVINE AVENUE TO DOVER DRIVE Q SIX DOLLARS AND TWENTY -FIVE CENTS $ 6.25 $ II.156.25 PER TON 107 786 LF REMOVE AND REPLACE CHAIN LINK FENCE Q° ONE DOLLARS AND FORTY CENTS $ 1.40 $I.IOO.4O PER LINEAL FOOT 188 LUMP SUM RELOCATE EXISTING FIRE HYDRANT SIX HUNDRED DOLLARS AND NO CENTS $I'_ LUMP SUM PROPOSAL - 5 OF 20 ESTIMATED ITEM DESCRIPTION- - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRLCE PRICE 101 LUMP SUM CLEARING AND GRUBBING ON 1.6TH STREET FROM IRVINE AVENUE TO DOVER DRIVE SIX HUNDRED DOLLARS NO AND CENTS $ L.S. $ 600.00 LUMP SUM 3o42 102 3636 CY ExCAVATION ONE DOLLARS FIFTY AND CENTS $ 1.50 $ 4,563.00 PER CUBIC YARD 3o64 103 3N4 TONS AGGREGATE BASE TWO DOLLARS FIFTY AND CENTS $ 2.50 $ f,, 766o.0o PER TON 1785 104 X1"q TONS ASPHALT CONCRETE, INCLUDING PRIME, TACK, AND SEAL COATS Q SIX DOLLARS AND TWENTY -FIVE CENTS $ 6.25 $ II.156.25 PER TON 107 786 LF REMOVE AND REPLACE CHAIN LINK FENCE Q° ONE DOLLARS AND FORTY CENTS $ 1.40 $I.IOO.4O PER LINEAL FOOT 188 LUMP SUM RELOCATE EXISTING FIRE HYDRANT SIX HUNDRED DOLLARS AND NO CENTS $I'_ LUMP SUM PROPOSAL - 5 OF 20 ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 1O9 4x9x4A RELOCATE EXISTING STREET LIGHT DELETE @ NO DOLLARS AND NO CENTS $ NO NO PER EACH 110 1 EACH ADJUST EXISTING MANHOLE FRAME AND COVER @ FIFTY DOLLARS AND NO CENTS $ 550.00 $ 50.00 PER EACH 111 5 EACH ADJUST WATER MAIN GATE VALVE FRAME AND COVER @ THIRTY DOLLARS AND NO CENTS $ 30.00 $ 150.00 1534 PAR EACH 112 X *95* LF CONCRETE CURB AND GUTTER (8" CURB FACE) @ ONE DOLLARS AND F_irHTY CENTS $ 1.80 $ 2,761.20 PER LINEAL FOOT 113 76 LF CONCRETE CURB AND GUTTER (6" CURB FACE) @ ONE DOLLARS AND Q p EIGHTY CENTS $ 1.80 $ 136.8o 98 PER LINEAL FOOT 114 ggkT SF CONCRETE SIDEWALK M NO DOLLARS AND THIRTY -FIVE CENTS $ 0.35 $ 3,179.05 PER SQUARE FOOT 711 115 936 SF CONCRETE DRIVE APPROACH @ No DOLLARS AND FIFTY CENTS $ 0.50 $ 355.50 PROPOSAL - 6 OF 20 •-i11G �+ ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 116 1525 LF 36" REINFORCED CONCRETE PIPE 1050 D SIXTEEN DOLLARS AND NO CENTS $ 16.00 $ 24,400.00 PER LINEAL FOOT 117 PodA DELETE 30" REINFORCED CONCRETE PIPE 1100 D NO DOLLARS AND NO CENTS $ NO NO PER LINEAL FOOT 118 24 LF 24" REINFORCED CONCRETE PIPE 1500 D @° THIRTEEN DOLLARS AND NO CENTS $ 13.00 $112.00 PER LINEAL FOOT 119 117 LF 18" REINFORCED CONCRETE PIPE 1800 D ELEVEN DOLLARS AND NO CENTS $ 11.00 $ I.287.00 PER LINEAL FOOT 120 2 EACH CONCRETE COLLAR, 18" RCP TO 36" RCP ONE HUNDRED DOLLARS AND NO CENTS $ 100.00 $ 200.00 PER EACH 121 1 EACH CONCRETE COLLAR, 36" RCP TO 42" RCP @_ ONE HUNDRED FORTY DOLLARS AND NO CENTS $ 140.00 $ 140.00 PER EACH PROPOSAL - 7 OF 20 ESTIMATED ITEM DESCRIPTION- ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 122 1 EACH CATCH BASIN (L.A.C.F.C.D. 2D -163) WITH LOCAL DEPRESSION (OR.CO.STD. 307) W =21' TWENTY THREE HUNDRED DOLLARS AND NO CENTS $ 2,300.00 $ 2,300.00 PER EACH 123 1 EACH CATCH BASIN (L.A.C.F.C.D. 2D -163) WITH LOCAL DEPRESSION (OR.CO.STD. 307) W. =14' SEVENTEEN HUNDRED DOLLARS AND NO CENTS $ 1,700.00 $ 1,700.00 PER EACH 124 1 EACH CATCH BASIN (L.A.C.F:C.D. 2D -163) WITH LOCAL DEPRESSION (OR.CO.STD. 307)W=7' ® ONE THOUSAND DOLLARS AND NO CENTS $ I,000.00 $1,000.00 PER EACH 125 lKeAM DELETE CATCH BASIN (L.A.C.F.C.D. 2D -163) WITH LOCAL DEPRESSION (CITY OF N.B. STD. 301 -L) W =10' NO DOLLARS AND NO CENTS $ NO $ NO PER EACH 126 4 EACH JUNCTION CHAMBER (L.A.C.F.C.D. 2D-102) 0 SIX HUNDRED NO ER EACH DOLLARS AND CENTS 127 LUMP SUN CONCRETE COLLAR AND 18" CMP 8 LF $ 600.00 $ 21+00.00 TWO HUNDRED DOLLARS AND NO CENTS $ 200.00 LUHP SUM PROPOSAL - 8 OF 20 M,22211 129 130 ONE DOLLARS AND NO CENTS $ 1.00 PER LINEAL FOOT LUMP SUM 24 LF OF 12" VITRIFIED CLAY PIPE WITH PLUGGED ENDS SIX HUNDRED DOLLARS AND NO CENTS LUMP SUM LUMP SUM 12" GATE VALVE, 12 " -45* CAST IRON ELBOW, 12" CAP ANDA51 -6" OF CLASS 150 -12" ABESTOS CEMENT PIPE 131 &Nxsy 7863 SY 48.7 132 11159 TONS SUB -TOTAL ITEMS 101 THROUGH 132 ONE THOUSAND DOLLARS AND NO CENTS $ L.S. LUMP SUM LIME TREATED SUB -BASE (6" THICK) NO DOLLARS AND FORTY CENTS $ 0.40 PER SQUARE YARD GRANULATED QUICKLIME $ 357.00 � $ 1 ..000.00 $ 3,145.20 TWENTY -EIGHT DOLLARS AND NO CENTS $ 28,00 $ 1,363.60 PER TON SEVENTY -TWO THOUSAND SEVEN HUNDRED SEVENTEEN NO DOLLARS AND CENTS PROPOSAL - 9 OF 20 $ 72,717.00 oj�l ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 128 357 LF CONSTRUCT ASPHALTIC CONCRETE BERN 129 130 ONE DOLLARS AND NO CENTS $ 1.00 PER LINEAL FOOT LUMP SUM 24 LF OF 12" VITRIFIED CLAY PIPE WITH PLUGGED ENDS SIX HUNDRED DOLLARS AND NO CENTS LUMP SUM LUMP SUM 12" GATE VALVE, 12 " -45* CAST IRON ELBOW, 12" CAP ANDA51 -6" OF CLASS 150 -12" ABESTOS CEMENT PIPE 131 &Nxsy 7863 SY 48.7 132 11159 TONS SUB -TOTAL ITEMS 101 THROUGH 132 ONE THOUSAND DOLLARS AND NO CENTS $ L.S. LUMP SUM LIME TREATED SUB -BASE (6" THICK) NO DOLLARS AND FORTY CENTS $ 0.40 PER SQUARE YARD GRANULATED QUICKLIME $ 357.00 � $ 1 ..000.00 $ 3,145.20 TWENTY -EIGHT DOLLARS AND NO CENTS $ 28,00 $ 1,363.60 PER TON SEVENTY -TWO THOUSAND SEVEN HUNDRED SEVENTEEN NO DOLLARS AND CENTS PROPOSAL - 9 OF 20 $ 72,717.00 0,i PROPOSAL FOR PROJECT 1083C IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE ESTIMATED ITEM QUANTITY NO. AND UNIT ITEM DESCRIPTION- UNIT PRICE WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 201 LUNP SUM EXCAVATION AND GRADING Q� 20 INCLUDED ® TWENTY E I GHT IJ/ww ep DOLLARS f� AND 205 LUNP Sum RELOCATE STREET LIGHT AND NO CENTS $ L.S. o 2,800.00 Lump Sum CONDUIT 202 INCLUDED IN BID ITEM NO. 201 2,4 0,13. INCLUDED IN BID ITEM N0. 201 20 INCLUDED IN BID ITEM N0. 201 205 LUNP Sum RELOCATE STREET LIGHT AND CONDUIT TWELVE HUNDRED DOLLARS AND NO CENTS $ L.S. $ 10200.00 LUNP SUM 206 LUMP Sum RELOCATE MISCELLANEOUS STRUCTURES FOUR HUNDRED EIGHTY DOLLARS NO AND CENTS $ 1480.00 $ 480.00 LUMP Sum 207 4 EACH ADJUST MANHOLES TO GRADE FIFTY DOLLARS AND NO CENTS $ 50.00 $ 200.00 PER EACH 208 450 LF CONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER ONE DOLLARS EIGHTY AND CENTS p 1.80 $ 810.00 PER LINEAL FOOT PROPOSAL - 10 OF 20 -,� 00 ESTIMATED ITEM DESCRIPTION - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 209 2250 TONS CONSTRUCT AGGREGATE BASE THREE DOLLARS AND k NO CENTS 3.00 6.750.00 PER TON 210 700 TONS CONSTRUCT ASPHALTIC CON- CRETE PAVEMENT SIR DOLLARS AND FIFTY CENTS $ 6.50 $ 4,550.00 PER TON 211 LUMP SUN CONSTRUCT CROSS GUTTER, SPANDRELSy CURB RETURNS AND SIDEWALK SECTIONS SEVEN HUNDRED. DOLLARS AND NO CENTS L.S. 700.00 LUNP SUM 212 INCLUDED IN BID ITEM ND. 211 213 2 EACH CONSTRUCT DRIVEWAY APPROACH (35' IN WIDTH) ONE HUNDRED FIFTY DOLLARS AND NO CENTS $ 150.00 $ 300.00 PER EACH 214 1 EACH CONSTRUCT DRIVEWAY APPROACH (201 IN WIDTH) 215 @ ONE HUNDRED DOLLARS AND 6 NO CENTS `.p 100.00 PER EACH LUMP SUM INSTALL STREET BARRICADE AND REFLECTORS •TWO HUNDRED DOLLARS AND NO CENTS 'LUNP SUN SUB- TOTALO ITEMS EIGHTEEN THOUSAND 201 THROUGH 215 AND NINETY DOLLARS AND Nn CENTS $ 100.00 $ 200.00 $ 200.00 PROPOSAL - 11 OF 20 0 ,4 PROPOSAL in PROJECT 1083G ANNIVERSARY ESTATES STREET RECONSTRUCTION ESTIMATED ITEM DESCRIPTION- ITEM QUANITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 601 LUMP SUM EXCAVATION TWENTY EIGHT HUNDRED DOLLARS AND No CENTS $ l.S. $ 2,800.00 LUMP SUM 602 125 TONS GRANULATED QUICKLIME TWENTY EIGHT DOLLARS AND NO CENTS $ 28.00 $ 1,500.00 PER TON 603 10,600 SY LIME -TREAT SOIL (6" THICK) ® NO DOLLARS AND FORTY CENTS $ 0.40 $ 1+,240.00 PER SQUARE YARD 604 2800 SY LIME -TREAT SOIL (8° THICK) NO DOLLARS AND FORTY CENTS $ 0.40 1,120.00 PER SQUARE YARD 605 714 LF REMOVE AND REPLACE CONCRETE CURB AND GUTTER THREE DOLLARS AND NO CENTS $ 3.00 $ 2,142.00 PER LINEAL FOOT 6D6 2300 SF REMOVE AND REPLACE 4° CONCRETE SLABS Q NO DOLLARS AND O1. EIGHTY CENTS $ 0.80 $ 1,840.00 PER SQUARE FOOT PROPOSAL -12 OF 20 ® EIGHT HUNDRED DOLLARS AND NO CENTS $ 800.00 $ 800.00 PER EACH 608 1 EACH CONSTRUCT DRAINAGE CATCH - BASIN No. 1 Q TWO THOUSAND THREE DOLLARS HUNDRED AND NO CENTS $ 21300.00 $ 2,300.00 PER EACH 6o9 1 EACH CONSTRUCT DRAINAGE CATCH - BASIN No. 2 TWO THOUSAND ® TWO HUNDRED DOLLARS AND NO CENTS $ 2,200.00 $ 2,200.00 PER EACH 61O 2130 TONS CONSTRUCT ASPHALT CONCRETE PAVEMENT (3" THICK) @ FIVE DOLLARS p,, AND EIGHTY CENTS $ 5•W $ 12,354.00 PER TON 611 96 TONS CONSTRUCT ASPHALT CONCRETE OVERLAY (1° THICK) 8 FIVE DOLLARS AND EIGHTY CENTS $ 5.8 $ 556•8o PER TON 612 U EACH ADJUST MANHOLE COVERS FIFTY DOLLARS AND NO CENTS $ 50.00 $ 400.00 PER EACH PROPOSAL -13 OF 20 �t' / ESTIMATED ITEM DESCRIPTION— ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL. NO. AND UNIT IN WORDS PRICE PRICE 607 1 EACH REMOVE AND REPLACE CONCRETE CROSS- GUTTER ® EIGHT HUNDRED DOLLARS AND NO CENTS $ 800.00 $ 800.00 PER EACH 608 1 EACH CONSTRUCT DRAINAGE CATCH - BASIN No. 1 Q TWO THOUSAND THREE DOLLARS HUNDRED AND NO CENTS $ 21300.00 $ 2,300.00 PER EACH 6o9 1 EACH CONSTRUCT DRAINAGE CATCH - BASIN No. 2 TWO THOUSAND ® TWO HUNDRED DOLLARS AND NO CENTS $ 2,200.00 $ 2,200.00 PER EACH 61O 2130 TONS CONSTRUCT ASPHALT CONCRETE PAVEMENT (3" THICK) @ FIVE DOLLARS p,, AND EIGHTY CENTS $ 5•W $ 12,354.00 PER TON 611 96 TONS CONSTRUCT ASPHALT CONCRETE OVERLAY (1° THICK) 8 FIVE DOLLARS AND EIGHTY CENTS $ 5.8 $ 556•8o PER TON 612 U EACH ADJUST MANHOLE COVERS FIFTY DOLLARS AND NO CENTS $ 50.00 $ 400.00 PER EACH PROPOSAL -13 OF 20 ITEM NO. 613 r ESTIMATED ITEM DESCRIPTION - QUANTITY UNIT PRICE WRITTEN UNIT AND UNIT IN WORDS PRIC 3 EACH ADJUST CLEANOUT COVERS C THIRTY DOLLARS AND NO CENTS PER EACH SUB- TOTAL,ITEMS THIRTY FOUR THOUSAND 60t THROUGH 613 THREE HUNDRED FOURTY TWO DOLLARS AND EIGHTY CENTS TOTAL PRICE $ 30.00 $ 90.00 PROPOSAL - 14 OF 20 $ 34,342.80 04 PROPOSAL FOR PROJECT 1083H CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD ESTIMATED ITEM DESCRIPTION- ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 700 418 LF CONSTRUCTION 8^ PERFORATED DRAIN COMPLETE IN PLACE A SEVEN DOLLARS AND NO CENTS $ 7.00 $ 2,926.00 PER LINEAL FOOT 701 338 Toms CONSTRUCTION CLASS 1 AGGREGATE PERMEABLE BACKFILL EIGHT DOLLARS AND NO CENTS $ $.00 $ 2,704.00 PER TON 702 1220 SF CONSTRUCT 6" THICK TYPE B ASPHALTIC CONCRETE PAVEMENT NO DOLLARS AND FIRTY -FIVE CENTS $ 0.55 $ 671.00 PER SQUARE FOOT 703 460 SF CONSTRUCTION 3° THICK TYPE B ASPHALTIC CONCRETE PAVEMENT OVER 4° A.B. ® NO DOLLARS AND FIFTY FIVE CENTS 0.55 $ 253.00 PER SQUARE FOOT 7o+ 52 SF REMOVE AND REPLACE 8" P.C.C. PAVEMENT FOUR DOLLARS AND NO CENTS $ 4.00 $ 20$.00 PER SQUARE FOOT PROPOSAL - 15 OF 20 ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS I PRICE PRICE 705 25 LF RE -LAY EXISTING SUBDRAIN PIPE IN New PERMEABLE MATERIAL ® NINE DOLLARS AND NO CENTS $ 9.00 $ 22G_ PER LINEAL FOOT 706 3 EACH CONSTRUCT TERMINAL CLEANOUT ONE HUNDRED.THIRTY DOLLARS AND NO CENTS 130.00 390.00 PER EACH 707 1 EACH ADJUST WATER VALVE COVER TO GRADE THIRTY DOLLARS AND NO CENTS 30.00 $ 30.00 PER EACH SUB - TOTAL, ITEMS SEVEN THOUSAND 700 THROUGH 707 FOUR HUNDRED AND SEVEN DOLLARS AND NO CENTS PROPOSAL - 16 OF 20 $7,407.0o PROPOSAL FOR PROJECT 1083 -I ESTIMATED ITEM DESCRIPTION— ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE WV 1500 SF SAWCUT AND REMOVE CONCRETE PAVEMENT NO DOLLARS AND THIRTY CENTS PER SQUARE FOOT 801 3000 SF SAWCUT AND REMOVE EXISTING A.C. PAVEMENT No DOLLARS AND THIRTY CENTS PER SQUARE FOOT 802 80 LF SAWCUT AND REMOVE EXISTING CURB AND GUTTER OR CURB ONLY No DOLLARS AND SEVENTY -FIVE CENTS PER LINEAL FOOT 803 125 TONS PLACE 6" AGGREGATE BASE SEVEN DOLLARS AND No CENTS PER TON 804 INCLUDED IN BID ITEM NO. 812 805 LUMP SUN EXCAVATE TRENCH FOR EXISTING DRAIN PIPE REMOVALS BACKFILL, AND COMPACT Q SIX HUNDRED DOLLARS AND NO CENTS LUMP SUM AN • • • •• • • mo •• $ 0.75 $ 60.00 $ 7.00 $ 875.00 PROPOSAL -17 .OF 20 L.S. $ 600.00 • ., 0,jiII . ESTIMATED ITEM DESCRIPTION ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 806 90 LF PLACE 18^ C.M.P. DRAIN AND ANCHOR WALL Q TWELVE DOLLARS AND NO CENTS $ 12.00 $ 1,080.00 PER LINEAL FOOT 807 1 EACH CONSTRUCT L.A.C.F.C.D. CATCH #2 BASIN NINE HUNDRED DOLLARS AND NO CENTS $ 9OO•o $ 900.00 PER EACH 808 410 LF CONSTRUCT TYPE °A° CURB AND GUTTER (8" CURB FACE) Two DOLLARS AND NO CENTS $ 2.00 820.00 PER LINEAL FOOT 809 55 LF CONSTRUCT TYPE "A" CURB AND GUTTER (6" CURB FACE) ® Two DOLLARS AND NO CENTS $ 2.00 110.00 PER LINEAL FOOT 810 190 LF CONSTRUCT GUTTER ONLY (CASE 1) ONE DOLLARS AND FORTY CENTS $ 1.40 PER LINEAL FOOT 811 700 SF CONSTRUCT SPECIAL 8^ THICK CROSS GUTTER ONE DOLLARS AND NO CENTS $ 1.00 PER SQUARE FOOT 812 300 TONS PLACE 2" ASPHALT CONCRETE PAVING Six DOLLARS AND NO CENTS $ 6•oo PROPOSAL - 18 .OF 20 $ 266.00 $ 700.00 i�� •0 THREE HUNDRED DOLLARS AND .NO CENTS 300.00 300.00 PER EACH 814 15 TONS CONSTRUCT RIP RAP LINED CHANNEL TWELVE DOLLARS AND NO CENTS $ 12.00 $ 180.00 PER TON 815 1 EACH ADJUST MANHOLE TO GRADE FIFTY DOLLARS AND NO CENTS $ 50.00 $ 50.00 PER EACH SUB - TOTAL, ITEMS NINE THOUSAND 800 THROUGH 815 NINETY -ONE DOLLARS AND NO CENTS GRAND TOTAL SUM OF BID, ITEMS I THROUGH 815 • ,.• �. SEVEN HUNDRED NINE DOLLARS AND $ 9,091.00 CENTS $d 179, 0 0 + WORDS FIGURES + THE TOTAL AMOUNT FOR THE GRAND TOTAL SUM OF 131D WAS NOT INDICATED ON THE ORIGINAL COPY. PROPOSAL - 19 OF 20 ESTIMATED ITEM DESCRIPTION- ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 813 1 EACH CONSTRUCT STANDARD ALLEY APPROACH THREE HUNDRED DOLLARS AND .NO CENTS 300.00 300.00 PER EACH 814 15 TONS CONSTRUCT RIP RAP LINED CHANNEL TWELVE DOLLARS AND NO CENTS $ 12.00 $ 180.00 PER TON 815 1 EACH ADJUST MANHOLE TO GRADE FIFTY DOLLARS AND NO CENTS $ 50.00 $ 50.00 PER EACH SUB - TOTAL, ITEMS NINE THOUSAND 800 THROUGH 815 NINETY -ONE DOLLARS AND NO CENTS GRAND TOTAL SUM OF BID, ITEMS I THROUGH 815 • ,.• �. SEVEN HUNDRED NINE DOLLARS AND $ 9,091.00 CENTS $d 179, 0 0 + WORDS FIGURES + THE TOTAL AMOUNT FOR THE GRAND TOTAL SUM OF 131D WAS NOT INDICATED ON THE ORIGINAL COPY. PROPOSAL - 19 OF 20 •0 ALL SIDS 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 G;V'EN SOLELY AS A BASIS FOR COMPARISON OF BIDS. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT ?HE '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 15 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 �OpF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS, LICENSE N0. 32168 ACCOMPANYING THIS PROPOSAL 15 B DDER °S BOND CdSH, CERTIFIED CHECK, CASHIER'S CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID.PRICE. K 9 -2291 GRIFFITH CObfPA PHONE NUMBER 1DDER °S NAME (SEAL) JUNE 5, 1967 DATE P.O. Box 395 COSTA MESA., CALIFORNIA BIDDER 'S ADDRESS (S) BEN P. GRIFFITH AUTHORIZED SIGNATURE BEN P. GRIFFITH, PRESIDENT (S) F.C. RODENBROCK AUTHORIZED SIGNATURE F.C. RODENBROCK, ASS °T. SECRETARY 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: BEN P. GRIFFITH, PRESIDENT 1001 LINDA FLORA DR., LOS ANGELES, CALIFORNIA 90049 W.R. MIRAMS� VICE PRESIDENT & SECRETARY 2141 VIA GENOAO NEWPORT BEACH, CAL. 92660 C.F. Rrts�-VmCEPRE SIDENT & IREASURER, 204 N. HILLCREST BLVD. INGLEWOOD CALIF 90301 J.F. PORCHER� VICE PRESIDENT - CONSTRUCTION 2921 ILLINOIS AVE, SOUTH GATE, CALIF. 90250 THELMA M. BARNES ASSISTANT TO PRESIDENTS 401 S. BURNSIDE-AVE.,, L.A.0 CALIF. 90036 W.I. GREGORY, JR., CONTRACT OFFICER -ASST SECY 14535 CARPENTER AVER N_`HSLYWOen. cA1iF91 Fir77 F.C. RODE NBROCK ASST. SECRETARY 512 S. HOBART BLVD. L.A., CALIF. 90005 L.W. BUNCH, ASSISTANT TREASURER, 411 OSBORN. WEST COVINA, CALIF. 9I79O 0 jo 0?6 PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUBCONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB - CONTRACTOR ADDRESS I• PIPE CASADA ANAHEIM 2• CONCRETE jE20SK1 AND MARKEL SANTA ANA 3. ELECTRICAL STEINY AND MITCHEL LDC ANC.rIrS 4. 5 7• 8. 9• lo. II. 12. GRIFFITH COMPANY BIDDER'S NAME (S) BEN P. GRIFFITH AUTHORIZED SIGNATURE BEN P. GRIFFITH, PRESIDENT CORPORATION TYPE OF ORGANIZATION INDIVIDUAL, COPARTNERSHIP OR CORPORATION) P.O. Box 395 COSTA -MESA, CALIFORNIA, 92627 ADDRESS p PAGE 4 (FOR ORIGINAL, SEE CITY CLERK'S OFFICE) BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WE, GRIFFITH COMPANY , AS PRINCIPAL, AND THE AMERICAN INSURANCE COMPANY , AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OFTEN PERCENT OF THE TOTAL AMOUNT BID IN DOLLARS ($ 10% OF BID ), 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 FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS; CONTRACT 1083 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 EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS ­5TH DAY OF JUNE , 1967. CORPORATE SEAL (IF CORPORATION) GRIFFITH COMPANY PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF (S)BEN P. GRIFFITH ATTORNEY IN FACT) EN F. GRIFFITH PRESIDENT THE AMERICAN INSURANCE COMPANY SURETY BY (S) B.J. BOLTON TITLE ATTORNEY -IN -FACT op I - PAGE 5 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED TO GRIFFITH COMPANY y HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS G'C, ks-FL A, -r- 10433 IN THE CITY" OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH. NOW, THEREFORE, WE GRIFFITH COMPANY AS PRINCIPAL) HEREINAFTER DESIGNATED AS THE CONTRACTOR AND THE AMERICAN INSURANCE COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Eighty- Nine - Thousand Eight-Hundred- Fifty-Four & - - - - - - - - - - 75/100 -DOLLARS ($ 89.85(L.75 ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT) FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS) SUCCESSORS OR ASSIGNS) JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS., FAIL TO PAY FOR ANY MATERIALS) PROVISIONS, PROVENDER) OR OTHER SUPPLIES) OR TEAMS, USED IN) UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE) OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR., THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND) AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEYS FEE) TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. n J 00 i;s PAGE 6 (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND. AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 23rd DAY OF June , 1961_, GRIFFITH COMPANY (SEAL) ( /l /n. ,VAS / n 1 (SEAL) BEN P. GRIFFITH PRESIDENT (SEAL) CONTRACTOR 4tU,:eC: ru: :x:i vi:r.«J•I,,.eiuUl:':. TK AMICA! INMAM QQNR JSE AL) (SEAL/ (SEAL) APPR S T FORMo SURETY - CI Y ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST. CITY CLERK �t State of California) t County of JOB Age 8ss: On June 23, 1967 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared B. J. Belton known to me to be Attorney -in -Fact of M M RISURANCC CIX TANT "the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. J IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. OFFICIAL SEAL My Commission Expires JAN 14 1968 M. S. BYBEE Noro;R PRINCIPAL OFFICE crramrl Notary Public PRINCIPAL OFFICE �IN j 380212 -8-88 LOS ANGELES COUNTY 00 PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE 12, 1967 HAS AWARDED TO GRIFFITH COMPANY HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS t;,p>Ljr2&C-r 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 THE TERMS THEREOF REQUIRE THE FURNISHING SAID CONTRACT; OR IS ABOUT TO EXECUTE SAID CONTRACT AND BOND FOR THE FAITHFUL PERFORMANCE OF NOW, THEREFORE, WE, GRIFFITH COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND THE AMERICAN INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Eif�hhty- Nine - Thousand Fii`ty -Four & - - - - Eight- Hundre - - - - - - 75100 - DOLLARS 4 89,851.75 ), 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. 1 J1 _4 I PAGE H (PERFORMANCE BOND — CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 23rd DAY OF June , 1962-• APPROVED TO FORMD CITY ATTORNEY GRIFFITH COMPANY (SEAL) C�(SEAL) BEN P. GRIFFITH PRESIDENT (SEAL) ONTRACTOR TK AWICA,N INMA .E rwcM (SEAL) (SEAL) w J. tZ T R V State of C45liforni 1 County olp8 Angel a'R ss' On June 23, 1967 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared B. J. B01t01n known to me to be Attorney -in -Fact of IV FM MCAN MMANC +COMPA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the'said instrument in behalf of the said Corporation, and he duly acknowledged to me that such corporation executed the same. r R: 'NITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. ,.. ..................... OFFICIAL SEAL —mm� ��� 14 1968 M. S. Byfa My Commission Expires - / /•.!/. ��Ail/(M -C/ NOTARY PUBLIC - CALIFORNIA = Notary Public PRINCIPAL OFFICE IN 360212 -6-845 LOS ANGELES COUNTY n . ............................. ......................... ........ •p 00 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 AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AF- FiANTS OR EITHER*OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID. HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL — MAN WHICH IS NOT PROCESSED THROUGH SAID BID. DEPOSITORY, OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIOS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFERED, PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER, WITH ANY PERSON WHOMSOEVER TO PAY, DELIVER TO, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. GRIFFITH COMPANY (S) BEN P. GRIFFITH PRESIDENT (S) F.C. RODENBROCK ASST. SECRETARY SUBSCRIBED AND SWORN TO BEFORE ME BY BEN P. GRIFFITH F.C. RODENBROCK THIS 5TH DAY OF JUNE s 1967 . MY COMMISSION EXPIRES: MY COMMISSION EXPIRES SEPT. 10$ 1967 (S) BRUCE E. FULLER NOTARY PUBLIC BRUCE E. FULLER PAGE IO (FOR ORIGINALS SEE CITY CLERK'S FILE) BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY, 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. SEE CITY CLERK'S FILE GRIFFITH COMPANY (S) BEN P. GRIFFITH SIGNED BEN P. GRIFFITH., PRESIDENT •0 *0 PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF� , 1962_, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINA ER DEPT SIGN ATED AS THE CITY, PARTY OF THE FIRST PART, AND HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH* THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF FISCAL YEAR 1966 -61 COMBINED STREET IMPROVEMENTS ' ( 0A.IT'QAfj_ 1083 AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. 2. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORKS ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE- MENT. op 00 PAGE IF (CONTRACT - CONTINUED) 5. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, 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. CITY OF NEWPORT rB\EAMCH,_ CA(LIFO�RNNIIA By VQjZ9Q� l�`1 \`L9.i om) VICE- MAYOR ATTEST: 4- �1 CITY CLERK GRIFFITH COMPANY CONTRACTOR ,JJ-- �f (SEAL) BY: ` ^^BY: ^^� n�BEN P. GRIFFITH. GRIFFITH PRESIDENT TITLE B F. C. RODENBROCK ASST. SECRETARY TITLE APPROVED AS TO FORM: -����� CITY ATTORNEY FISCAL YEAR 196E ®67 G COMBINED STREET IMPROVEMENTS INDEX TO SPECIAL PROVISIONS PAGE I SCOPE OF WORK 1 11 CONDUCT OF WORK I III COMPLETION OF WORK 2 IV SCHEDULE OF WORK 2 V CONSTRUCTION SURVEYS 2 VI PAYMENT 2 V11 UNFORESEEN DIFFICULTIES 3 VIII GUARANTEE 3 Ix PROTECTION OF EXISTING UTILITIES 3 x TRAFFIC CONTROL 3 x1 PROTECTION OF IMPROVEMENT 4 x11 SPECIFIC PROJECT REQUIREMENTS 5 A. PROJECT 1083A 5 B. PROJECT 1083B 11 C. PROJECT 10830 14 D. PROJECT 10836 15 E. PROJECT 1083H 18 F. PROJECT 10831 19 �' v • SP 1 OF 21 CITY OF NEWPORT BEACH PUBLIC WORKS DEPART�IENT SPECIAL PROVISIONS FOR FISCAL YEAR 1566 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 I. SCOPE OF WORK THE WORK TO BE DONE UNDER THIS CONTRACT CONSISTS OF SIX SEPARATE PROJECTS. A. PROJECT 1083A — IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTA ISASEL AVENUE TO MONTE VOS`s'A AVENUE; DRAWING ND. R- 5o84 -s, SHEETS I-^4. B. PROJECT 1O83B — IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO Q DOVER DRIVE; DRAWING NO. R- .5089 -Sy SHEETS 1 -6. C. PROJECT 1083C — IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCi6CN PLACE; pp DRAWING NO. R- 5043 -3y SHEETS 1 -3. p D. PROJECT 105yo — RECONSTRUCTION OF STREETS IN TRACT 3068; ANNIVERSARY ESTATES; DRAWING NO. R- 5098 —Sy SHEETS 1 -3. E. PROJECT 8083H — CONSTRUCTIONS OF UNDERDRAIN AT SAN78AGo DRIVE AND ,,p NOTTINGHAM ROAD; DRAWING ND. 0- 5034 -5, SHEET I OF I. F. PROJECT 10831 — CONSTRU!'T ION CIF STREET IMPROVEMENTS 1N CLIFF DROVE ;; DRAWING No. R- 5099 -3y SHEETS 1 -3. THE WORK REQUIRES FURNISHING ALL LABOR, MATERIALS,, AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS OF THE COTY OF NEWPORT BEACH; AND THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS OF THE ST ATE OF CALIFORNVAy DEPARTMENT OF PaIBLIC Ws:-.R KSD CATER vaILYp 164; THAT ARE INCLUDED BY REFERENCE ONLY. PRCJECiS I083D, I0�`83E, AND 10'�3F ARE NOT A PART OF THIS CONTRACT. 6 8. C()ir&"CT OF WORK THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. ANY EXCESS SPOIL AND DEBRIS SHALL BE IMMEDIATELY REMOVED FROM THE JOB SITE. BACKFILLING AND CLEANUP SHALL FOLLOW IMMEDIATE',": BEHIND PIPE LAYING EXCEPT AS REQUIRED FOR CHLORINATVON AND TESTING. • • SP2OF21 III. COMPLETION OF THE WORK THE CONTRACTOR SHALL COMPLETE ALL WORK ON THE CONTRACT WITHIN 120 CALENDAR DAYS AFTER THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. COMPLETION TIMES FOR INDIVIDUAL PROJECTS ARE AS FOLLOWS: 108,3A: SIXTY (60) CALENDAR DAYS AFTER THE DATE OF EXECUTION OF THE IV. SCHEDULE OF WORK A COMPLETE SCHEDULE, SHOWING THE CONTRACTORS PROPOSED PLAN OF CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO THE CITY WITHIN TEN (10) DAYS AFTER AWARD °,'F THE CONTRACT. NO WORK SHALL BE COMMENCED ON ANY OF THE PROJECTS UNTIL THE ENTIRE SCHEDULE IS APPROVED IN WRITING BY THE CITY. V. CONSTRUCTION SURVEYS ALL F1Ei -D STAKING FOR THE CONTROL OF CONSTRUCTION SHALL BE THE RESPONS!BILITY OF THE CONTRACTOR AND SHALL BE PERFORMED UNDER THE SUPERVISION OF A CIVIL ENGINEER OR LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA. PAYMENT FOR ALL STAKING SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE COMPENSATION WILL BE MADE THEREFOR. V1. PK MENT THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL, UNLESS OTHERWISE STATED, INCLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR CCN- STRUCTION OF THE ITEMS COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN.THE PRICE BID FOR OTHER ITEMS OF WORK. CONTRACT BY THE CITY. IO836: SIXTY (60) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. WORK SHALL NOT BEGIN PRIOR TO JUNE 169 1967., AND SHALL BE COMPLETED NO LATER THAN SEPTEMBER 169 1967- 1083C: THIRTY (30) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. IOF3G: SIXTY (60) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. NEW ASPHALT CONCRETE PAVEMENT SHALL BE PLACED WITHIN TWENTY (20) CALENDAR DAYS AFTER THE EXISTING PAVEMENT IS REMOVED. 1083H: FORTY- FIVE_(45) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. 10831: FORTY -FIVE (45) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. IV. SCHEDULE OF WORK A COMPLETE SCHEDULE, SHOWING THE CONTRACTORS PROPOSED PLAN OF CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO THE CITY WITHIN TEN (10) DAYS AFTER AWARD °,'F THE CONTRACT. NO WORK SHALL BE COMMENCED ON ANY OF THE PROJECTS UNTIL THE ENTIRE SCHEDULE IS APPROVED IN WRITING BY THE CITY. V. CONSTRUCTION SURVEYS ALL F1Ei -D STAKING FOR THE CONTROL OF CONSTRUCTION SHALL BE THE RESPONS!BILITY OF THE CONTRACTOR AND SHALL BE PERFORMED UNDER THE SUPERVISION OF A CIVIL ENGINEER OR LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA. PAYMENT FOR ALL STAKING SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE COMPENSATION WILL BE MADE THEREFOR. V1. PK MENT THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL, UNLESS OTHERWISE STATED, INCLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR CCN- STRUCTION OF THE ITEMS COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN.THE PRICE BID FOR OTHER ITEMS OF WORK. VII. UNFORESEEN DIFFICULTIES SHOULD UNKNOWN CONDITIONS, SUBSURFACE OR OTHERWISE, BE DISCOVERED DURING THE PROGRESS OF THE WORK, THE CITY SHALL BE NOTIFIED IMMEDIATELY. THE CITY WILL THEN MAKE A DETERMINATION AS TO WHETHER THESE CONDITIONS CON- STITUTE EXTRA WORK AND SO NOTIFY THE CONTRACTOR IN WRITING. VIII. GUARANTEE THE CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE OF THE WORK BY THE CITY COUNCIL, ALL MATERIALS AND ANY DEFECTS WHATSOEVER, INCLUDING SETTLEMENT OF PA AND ANY SUCH DEFECTS SHALL BE IMMEDIATELY REPAIRED EXPENSE. IX. PROTECTION OF EXISTING UTILITIES YEAR, AFTER ACCEPTANCE WORKMANSHIP AGAINST JEMENT AND EMBANKMENT, AT THE CONTRACTOR'S THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED IN THE FIELD Al TIME OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST EACH UTILITY COMPANY TO LOCATE THEIR UNDERGROUND LINES PRIOR TO COMMENCING WORK. THE CITY DOES NOT GUARANTEE THE PRESENCE OR ABSENCE OF UTILITIES IN ANY LOCATION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND UNCOVER THE EXISTING UTILITY LINES SUFFICIENTLY IN ADVANCE OF THE WORK TO DETERMINE THEIR LOCATION AND TO WORK AROUND THE UTILITIES AT HIS OWN EXPENSE. X. TRAFFIC CONTROL THE CONTRACTOR SHALL SUBMIT TO THE CITY, IN WRITING, A PLAN OF THE PROPCSED METHOD OF TRAFFIC CONTROL, FOR APPROVAL,PRIOR TO START OF THE WORK. NO WORK MAY BEGIN PRIOR TO RECEIPT OF SAID APPROVAL. FULL COMPENSATION FOR TRAFFIC CONTROL SHALL BE CONSIDERED AS INCLUDED ON THE PRICES PAID FOR THE VARIOUS CONTRACT ITEMS OF WORK AND NO ADDITIONAL COMPENSATION WILL BE PAID THEREFOR. INGRESS AND EGRESS TO ALL PRIVATE DRIVEWAYS ADJOINING THE WORK SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE SPECIFIED HEREIN. THE CONTRACTOR SHALL PROVIDE CONTINUOUS DUST CONTROL ON ALL UNPAVED AREAS OPEN TO TRAFFIC. THE FOLLOWING PROVISIONS FOR HANDLING TRAFFIC SHALL BE PROVIDED: PROJECT 1083A: A MINIMUM OF ONE 10 -FOOT LANE IN EACH DIRECTION WITH A SMOOTH OILED SURFACE, SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES ALONG IRVINE AVENUES TUSTIN AVENUE AND SANTA ISABEL AVENUE, TO PERMIT PUBLIC TRAFFIC TO PRO- CEED PAST THE CONSTRUCTION PROJECT.. XI. X11. SP 4 OF 21 PROJECT IO83B: SIXTEENTH STREET BETWEEN IRVINE AVENUE AND SEA GULL LANE MAY BE CLOSED TO THROUGH TRAFFIC FOR THE PERIOD OF CONSTRUCTION OF THE PROJECT, PROVIDED ACCESS IS MAINTAINED FOR TRAFFIC TO THE OFFICES OF THE SCHOOL DISTRICT; EXCEPT WHEN ALLOWING TRAFFIC TO PASS WOULD NOT MATERIALLY INTERFERE WITH THE WORK. PROJECT I083C: ONE 10 -FOOT LANE SHALL BE KEPT OPEN IN EACH DIRECTION OF TRAVEL ALONG PLACENTIA AVENUE. TRAFFIC SHALL BE ALLOWED TO TRAVEL IN EACH DIRECTION AT ALL TIMES THROUGH THE INTERSECTION WITH PRODUCTION PLACE. ,,p PROJECT 108IG: PAPER LANE, SILVER LANE, GOLDEN CIRCLE, AND ANNIVERSARY LANE EASTERLY OF THE EASTERLY INTERSECTION WITH GOLDEN CIRCLE MAY BE CLOSED TO TRAFFIC BETWEEN 8:30 A.M. AND 4:30 P.M. DURING LIME - TREATING OPERATIONS PROVIDED THAT RESIDENTS LIVING ON THESE STREETS ARE GIVEN AT LEAST 24 -HOURS WRITTEN NOTICE IN ADVANCE OF SUCH CLOSURE. AT LEAST ONE 10 -FOOT LANE ON ANNIVERSARY LANE BETWEEN TUSTIN AVENUE AND THE EASTERLY INTERSECTION WITH GOLDEN CIRCLE MUST REMAIN OPEN TO TRAFFIC AT ALL TIMES. PROJECT IO83I: ONE 10 -FOOT LANE SHALL BE KEPT OPEN THROUGH THE CON- STRUCTION AREA ALONG CLIFF DRIVE, EXCEPT DURING THE TIME OF RESURFACINGSWHEN THE STREET MAY BE CLOSED TO THROUGH TRAFFIC. RESIDENTS LIVING IN THE AREA AFFECTED SHALL BE GIVEN 24 -HOURS WRITTEN NOTICE IN ADVANCE OF SUCH CLOSURE. PROTECTION OF IMPROVEMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL IMPROVEMENTS ADJACENT TO THE WORK, SUCH AS SPRINKLER SYSTEMS, LAWNS, PLANTINGS, MASONRY WORK' FENCES, ETC., LOCATED ON EITHER PUBLIC OR PRIVATE PROPERTY. IF IN THE CONSTRUCTION OF THE WORK ANY IMPROVEMENTS ARE REMOVED OR DAMAGED, OTHER THAN THOSE DESIGNATED ON THE DRAWINGS, THEN SUCH IMPROVEMENTS SHALL BE RE- PLACED IN KIND AT THE CONTRACTOR'S EXPENSE'. SPECIAL PROJECT REQUIREMENTS THE COMMENTS LISTED BELOW CORRESPOND TO ITEMS AS LISTED IN THE PROPOSAL FOR EACH PROJECT. A. PROJECT IO83A: IMPROVEMENT AND EXTENSION OF IRVINE AND TUSTIN AVENUE FROM SANTA ISABEL TO MONTE VISTA AVENUE 1. EXCAVATION - EXCAVATION SHALL INCLUDE WITHOUT CLASSIFICATION, THE REMOVAL OF ALL MATERIALS OF WHATEVER NATURE ENCOUNTERED, EXCEPT ASPHALT PAVING, INCLUDING ALL OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE REMOVAL OF SAID MATERIALS SHALL CONFORM TO THE LINES AND GRADES SHOWN. • SP 5 OF 21 7. ASPHALTIC CONCRETE - THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. 9. LIME TREAATjD SUB -SASE A. GENERAL - THIS WORK SHALL CONSIST OF BREAKING UP THE NATIVE MATERIAL, MIXING WITH A SPECIFIED PERCENTAGE OF QUICK -LIME CURINGO SPREADING AND COMPACTING THE MIXED MATERIAL TO THE DIMENSIONS SHOWN ON THE TYPICAL SECTION OF LIME- TREATED SOIL. THE SOIL MAY BE MIXED IN PLACE. B. SUBGRADE PREPARATION - AFTER THE REMOVAL OF THE EXISTING ASPHALTIC SURFACING AS NECESSARY2 THE UNDERLYING SOIL SHALL BE SHAPED TO THE SECTION SPECIFIED PRIOR TO SCARIFYING AND TREATMENT. COMPACTION OF THE MATERIAL BELOW THE LIME - TREATED SECTION WILL NOT BE REQUIRED IN AREAS OTHER THAN EMBANKMENT. THE SOIL TO BE TREATED IN PLACE SHALL BE THOROUGHLY BROKEN UP TO OBTAIN A UNIFORM CONDITION OF THE MATERIAL FOR THE FULL WIDTH AND THICKNESS OF THE SPECIFIED SECTION. PRE- CAUTIONS SHALL BE TAKEN TO AVOID FORMING FURROWS OF LOOSENED MATERIAL BELOW THE SUBGRADE PLANE. THE LIME SHALL BE SPREAD UNIFORMLY AT THE RATE SPECIFIED BY THE ENGINEER. EXTREME CARE.SHALL BE TAKEN TO PREVENT ANY HUMAN CONTACT WITH THE QUICK -LIME BEFORE IT IS MIXED WITH THE SOIL. THE QUICK -LIME SHALL BE MIXED INTO THE SOIL AS SOON AS POSSIBLE AFTER SPREADING. THE CONTRACTOR SHALL KEEP UNDER CONTINUAL SURVEILLANCE ALL QUICK -LIME FROM THE TIME IT 15 DELIVERED ON THE JOB SITE UNTIL IT IS MIXED WITH THE SOIL. C. MIXING - WATER SHALL BE ADDED DURING THE MIXING PROCESS UNTIL THE WATER CONTENT OF THE MIXTURE IS APPROXIMATELY 2% ABOVE THE OPTIMUM MOISTURE CONTENT FOR THE SOIL. MIXING OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER AS TO PRODUCE A H'IMOGENEOUS2 UNIFORM MIXTURE OF THE QUICK -LIMES WATER' AND THE MATERIAL BEING TREATED. STREAKS AND POCKETS OF QUICK- LIME SHALL BE CONSIDERED AS EVIDENCE OF INADEQUATE MIXING. THE MIXING SHALL BE ACCOMPLISHED WITH A SELF - PROPELLED ROTARY TRAVELING MIXER APPROVED BY THE ENGINEER2 SUCH AS A BROS MODEL LSPRM -84A. THE MIXING OPERATION SHALL BE SUCH THAT THE VARIATION OF LIME CONTENT IN THE SAMPLES TAKEN FROM THE COMPLETED MIXTURE SPREAD ON THE ROADBED, SHALL NOT HAVE A VARIATION BELOW THE SPECIFIED PERCENT OF THE IN -PLACE MATERIAL OF MORE THAN 0.5 %y BASED ON THE WEIGHT OF THE TREATED MATERIALI AS DETERMINED BY THE • • SP 6 CF 21 CALIFORNIA TEST METHOD NO. 338, ON AT LEAST 5% OF THE TESTS TAKEN. A DEFICIENCY OF MORE THAN 1% OF THE SPECIFIED APPLI- CATION PERCENTAGE IN ANY ONE TEST WILL NOT BE PERMITTED. IN THE EVENT THAT THE MIXTURE OF THE IN -PLACE MATERIAL WITH THE LIME DOES NOT MEET THE ABOVE PERCENTAGE REQUIREMENTS BASED ON THE FIELD DETERMINED APPLICATION RATE, THE MIXTURE SHALL BE REMIXED. D. SPREADING AFTER MIXING, AND COMPACTION - AFTER THE ADDITION OF LIME AND WATER, A PRELIMINARY CURING PERIOD OF NOT LESS THAN 24 HOURS, NOR MORE THAN 72 HOURS, IS REQUIRED BEFORE THE LIME - TREATED SOIL IS SPREAD AND COMPACTED. THE EXACT LENGTH OF TIME SHALL BE DETERMINED BY THE ENGINEER. THE COMPLETED MIXTURE MAY BE SPREAD BY ANY MEANS WHICH WILL PRODUCE A UNIFORM LAYER OF MATERIAL. THE MATERIAL SHALL BE SPREAD TO CONFORM WITH THE PLAN CROSS SECTION AND SHALL CON- TAIN NO CLODS GREATER THAN ONE INCH MAXIMUM DIMENSION EXCEPT FOR PIECES OF ROCK OR ASPHALT PAVEMENT, WHICH SHALL NOT EXCEED 'i" MAXIMUM DIMENSION. ADDITIONAL MIXING AND ,CURING WILL BE REQUIRED FOR ANY CLODS LARGER THAN ONE INCH IN MAXIMUM DI- MENSION. THE RELATIVE COMPACTION OF THE LIME- TREATED SUB -BASE SHALL BE NOT LESS THAN 95%, AS DETERMINED BY CALIFORNIA TEST METHOD ND. 2&E. E. CURING - DURING MIXING AND COMPACTING OPERNTIONSy THE MIXTURE SHALL BE KEPT ABOVE THE OPTIMUM MOISTURE CONTENT. AFTER COM- PACTION THE SURFACE OF THE MIXTURE SHALL BE KEPT CONTINUOUSLY MOIST UNTIL SUCH TIME AS IT IS COVERED WITH THE BASE COURSE OR PRIME COAT. F. MEASUREMENT - BREAKING UP, MIXINGy SPREADING, CURING AND COM- PACTING LIME - TREATED SOIL WILL BE MEASURED ON AN AREA BASIS. THE AREA IN SQUARE YARDS TO BE USED AS A BASIS FOR PAYMENT WILL BE DETERMINED BY HORIZONTAL MEASUREMENT OF THE FINISHED SURFACE OF THE BASE AT THE GRADING PLANE. G. PAYMENT - THE PRICE BID FOR WORK COVERED BY THIS SECTION SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, (EXCEPT QUICK - LIME), TOOLS, EQUIPMENT AND INCIDENTALS FOR COM- PLYING WITH THE ABOVE REQUIREMENTS AND NO ADDITIONAL COMPENSA- TION WILL BE MADE THEREFOR. 9.1 GRANULATED QUICKLIME - LIME TO BE MIXED WITH THE NATIVE SOIL IN PREPARING LIME - TREATED SOIL SHALL BE COMMERCIAL GRANULATED QUICK- LIME CONFORMING TO ASTM C -51- WHEN SAMPLED BY THE ENGINEER AT �/ THE JOB SITE, THE SAMPLE OF LIME SHALL CONTAIN NOT LESS THAN 115% OF CALCIUM HYDROXIDE AFTER HYDRATION, AS DETERMINED BY THE PRO- CEDURE OF HYDRATE OUTLINED IN ASTM C -25. SP 7 of 21 THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH A CERTIFICATE FROM THE MANUFACTURER OF COMPLIANCE TO THIS REQUIREMENT. THE AMOUNT OF GRANULATED QUICK -LIME USED SHALL BE BETWEEN 2-0 AND 3% BY DRY WEIGHT OF THE SOIL. THE EXACT APPLICATION RATE SHALL BE AS SPECIFIED BY THE ENGINEER. PAYMENT FOR THIS ITEM SHALL BE BASED ON THE DRY WEIGHT OF GRANU- LATED QUICK -LIME INCORPORATED IN THE LIME- TREATED SOIL AND USED IN THE STABILIZATION OF WET OR UNSTABLE AREAS. 30 THROUGH 32. ,INSTALLATION OF ALL WATER SYSTEM IMPROVEMENTS A. LOWERING OF THE EXISTING 12" MAIN - THE CONTRACTOR SHALL REMOVE APPROXIMATELY 2b5 FEET OF THE 12'' CC &CL STEEL WATER MAIN WITHIN IRVINE AVENUE WITH THE MINIMUM DAMAGE POSIBLE TO THE SECTIONS OF PIPE SO THAT THE EXISTING PIPE MAY BE RELOCATED IN THE NEW LOCATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE FOLLOWING SPECIAL PROVISIONS. BETWEEN THE LIMITS SHOWN ON THE PLANSS THE EXISTING LINE IS TO BE REMOVED AND - SALVAGED. THE TRENCH IS TO BE DEEPENED AND THE SALVAGED PIPE RE-LAID AT THE REQUIRED DEPTH. 1. RELOCATION OF EXISTING LINE - THE EXISTING WATER LINE WAS INSTALLED IN LATE 19 2. THE CONTRACTOR SHALL CAREFULLY EXCAVATE THE EXISTING WATER LINE TO BE RELOCATED, USING HAND METHODS AS MAY BE NECESSARY FOR THE PROTECTION OF PIPING AND PIPE COATINGS. UPON COMPLETION OF THE EXCAVATION, THE PIPE SHALL BE CAREFULLY SEPARATED AT THE JOINTS, AND THE PIPE LIFTED FROM THE TRENCH AND STORED ON APPROVED BLOCKING. EACH SECTION OF PIPE SHALL BE INSPECTED IN THE PRESENCE OF THE ENGINEER WHO WILL GIVE DIRECTIONS AS TO CLEANINGO REPAIRS TO DAMAGED COATING AND PREPARATION OF JOINTS PRIOR TO RELAYING. IT IS THE INTENT TO RENOVATE THE PIPE AND THE ENDS OF THE PIPE TO NEAR NEW CONDITION.' ALL TRACES OF EXISTING JOINTING, LU5RICANT, EXCESS MORTAR, CAULKING OR OTHER MATERIALS SHALL BE REMOVED. ALL SIGNS OF RUST OR OXIDATION SHALL. BE REMOVED AND THE BARE METAL FINISHED AND PAINTED AS THE MANUFACTURER PRESENTLY DOES FOR NEW PIPE. THE RUN OF PIPE SHALL BE THOROUGHLY CHECKED FOR BROKEN OR CRACKED MORTAR LINING OR COATINGS WHICH SHALL BE TRACED TO THEIR SOURCE AND CHECKED BY THE ENGINEER BEFORE A REPAIR IS MADE. AFTER REPAIR THE WORK WILL AGAIN BE INSPECTED. DAMAGED OR ABRADED PIPE COATINGS OR LININGS FROM WHATEVER CAUSE SHALL BE REPLACED IN KIND AND TO THE SATISFACTION OF THE ENGINEER. BEFORE REPLACEMENT, SUR- FACES SHALL BE PROPERLY CUT BACK OR OTHERWISE PREPARED TO PROVIDE ADEQUATE BOND BETWEEN OLD AND NEW WORK AND TO THE PIPE TO BE COATED. THEREAFTER THE RENOVATED 'PIPE WILL BE USED AS PREVIOUSLY SPECIFIED. BEFORE THE REINSTALLATION OF THE PIPE, NEW JOINT SEALS SHALL BE PROVIDED FOR EACH JOINT. HANDLING OF PIPE, CLEANING OF INTERIOR, INSTALLATION SP8OF21 AND ASSOCIATED WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS HEREIN, UNLESS'OTHER WISE DIRECTED BY THE ENGINEERe 'PIPE DAMAGED THROUGH THE r CONTRACTOR'S NEGLIGENCE SMALL BE REPLACED'IN KIND, OR RE- PAIRED AS DIRECTED. 2. MATERIALS — THE EXISTING PIPELINE IS A CONCRETE CYLINDER PIPE WITH RUBBER GASKETED.JOINTS AS MANUFACTURED BY THE SOUTHERN PIPE AND CASING COMPANY, A2USA, CALIFORNIA; TELE- PHONE NUMBER CUMBERLAND .3 -7111. THE EXIS.TIAG PIPELINE WAS -MANUFACTURED AND. INSTALLED IN ACCORDANCE.,WITH THE SOUTHERN PIPE AND CASING COMPANY DRAWING N0. 53 -1203- 290 -3, SWEETS I THROUGH 7. THE CONTRACTOR SMALL FURNISH ALL.NECESSARY. MATERIALS FOR RELAYING AND RECONNECTING THE EXISTING PIPELINE..' THESE NATiOIALS WILL-INCLUDE NEW GASKETS AND BUTT STRAP CLOSING PIECE. THE GASKETS SHALL MEET THE REQUIREMENTS OF THE SOUTHERN PIPE AND CASING COMPANY, AND SECT' -ON 3.4 OF THE AMERICAN WATER WORKS STANDARD C30I. ANY MATERIAL DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SMALL.SE REPAIRED OR REPLACED WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR. 3. PIPE HANDLING: AND STORAGE DURING EXFAVATION, RECOVERY, STORAGE -, HANDLING AND TRANSPORTIN01 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT INJURY TO THE PIPE: AFTER THE APPLI- CATION OF THE EXTERIOR COATING TO WELDING STEEL OR CON- CRETE CYLINDER PIPE OR UNCOVE,RINEi OF EXISTING PIPE, THE,: PIPE SHALL BE HANDLED ONLY BY MEANS OF FABRIC SLINGS OR OTHER' APPROVED MEANS. PIPE WITH.LENGTHS IN EXCESS OF 20 FEET SHALL BE HANDLED WITH DOUBLE SLINGS EMPLOYING A, SPREADER BAR TO MAINTAIN-A SEPARATIONf OF AT LEAST 10 FEET. ROUND WIRE CABLE OR CHAIN SLINGS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES. 4. PIPE LAY.I.NG. ;AND 'JOINTING A. GENERAL= ALL PIPE SHALL BE LAID TRUE TO LINE AND GRADE, UNLESS OTHERWISE SHOWN OR DIRECTED BY•,THE ENGINEER. EACH PIPE.LENGTH SHALL HAVE A'FIRM BEARING FOR ITS FULL LENGTH EXCEPT AT BELL HOLES FOR FIELD JOINTS. BEFORE ANY LENGTH OF PIPE IS LAID, OR ANY FITTINGS PLACED, IT SHALL BE INSPECTED FOR DEFECTS, AND NO PIPE FITTING OR MATERIAL THAT DOES NOT MEET THE REQUIRE- MENTS OF THIS SPECIFICATION SHALL BE PLACED IN THE PIPE LINE. SP9OF 21 EACH SECTION OF PIPE PRIOR TO PLACING IN THE DITCH., SHALL BE SWABBED OUT WITH A LONGHANDLED SWAB PASSING COMPLETELY THROUGH THE PIPE. ALL PIPE., VALVES AND FITTINGS., AS THEY ARE LAID, SHALL BE CAREFULLY WIPED OUT AND CLEANED OF ANY DIRT OF RUBBISH WHICH MAY HAVE LODGED INSIDE. TRENCH WATER SHALL BE PREVENTED FROM ENTERING THE PIPE OR FITTINGS AT ANY TIME. AT THE CLOSE OF A DAY IS WORK, OR WHENEVER WORKMEN ARE ABSENT FROM THE JOB, THE END OF THE LAST LAID SECTION OF PIPE SHALL BE PLUGGED., CAPPED OR OTHERWISE TIGHTLY CLOSED TO PREVENT THE ENTRY OF FOREIGN MATERIAL OF ANY NATURE. IF THE PIPE LAYING CREW CANNOT PUT THE PIPE INTO THE TRENCH, AND IN PLACES WITHOUT GETTING EARTH INTO IT, THE ENGINEER MAY DIRECT THAT BEFORE LOWERING THE PIPE INTO THE TRENCH A HEAVY, TIGHTLY WOVEN CANVAS BAG OR PLASTIC SHEETING OF SUITABLE S1ZE BE PLACED OVER EACH END OF THE PIPE. B. CONCRETE CYLINDER PIPE LAYING: Io ALL PIPE SHALL BE LIFTED, UNLOADED., HANDLED AND LOWERED ONLY BY MEANS OF SOFT ROPE SLINGS OR FABRIC SLINGS. AT ALL TIMES DURING THE CON- STRUCTION OF THE PIPE LINE, THE CONTRACTOR SHALL USE EVERY PRECAUTION TO PREVENT INJURY TO THE LINING OR COATINGS OF THE PIPE. SHOULD ANY LINING OR COATINGS BE DAMAGED IN ANY WAY THE DAMAGED SECTION OF THE PIPE SHALL BE TAKEN OUT AND REPLACED. 2. IN JOINTING RUBBER GASKET JOINT PIPE, THE GAS- KET SHALL BE PLACED IN THE GROC,-,VE IN THE SPIGOT END BEFORE THE SECTION IS LOWERED INTO THE TRENCH, THE BELL OF THE LAST PIPE SECTION LAID SHALL BE COATED WITH AN APPROVED LUBRICANT RECOMMENDED BY THE PIPE MANUFACTURER TO REDUCE THE FRICTION OF THE ENTERING GASKET. THE SPIGOT OF THE PIPE SEC- TION SHALL THEN BE INSERTED INTO THE BELL OF THE ADJOINING PIPE AND BROUGHT INTO POSITION WITHOUT INJURY TO THE PIPE OR GASKET. THE CLOSING FORCE SHALL BE APPLIED IN AN APPROVED MANNER. WHERE SCREW OR HYDRAULIC JACKS ARE USED A WOOD CUSHION NOT LESS THAN 2Z INCHES THICK SHALL BE PLACED BE- TWEEN THE JACK AND THE PIPE. NO HAMMER OR IMPACT TOOL OF ANY KIND SHALL BE APPLIED TO THE POPE OR FITTINGS FOR ANY PURPOSE WHATSOEVER AFTER THE MOR- TAR COATING HAS BEEN PLACED THEREON. SP 10 OF 21 CARE SHALL BE TAKEN TO INSURE THAT THE SPIGOT IS FULLY ENTERED INTO THE BELL AND A "FEELER" GAGE SHALL BE USED AT EACH JOINT TO CHECK THE POSITION OF THE RUBBER GASKET. 3. FIELD WELDING OF JOINTS IN LOCATIONS INDICATED ON THE DRAWINGS OR OTHERWISE APPROVEDj SHALL BE BY THE ELECTRIC ARC PROCESS AND SHALL BEAN ACCORDANCE WITH AWWA.SPECIFICATION C -206. EACH WELDED JOINT SHALL BE INSPECTED BY THE ENGINEER PRIOR TO ANY JOINT GROUTING. 4. INTERIOR JOINT RECESSES SHALL BE FILLED WITH MOR- TAR MIXED IN THE PROPORTION OF ONE PART.PORTLAND CEMENT TO -'11 PARTS SAND AND HAVING A,STIFF.CON- SISTENCY. THE BELL SHALL BE "BUTTERED" WITH MORTAR ANDO AFTER THE SUCCEEDING PIPE HAS BEEN BROUGHT TO POSITION] THE JOINT SHALL BE SWABBED SMOOTH BY DRAWING AN INFLATED RUBBER BALL THROUGH THE PIPE AND PAST THE JOINT. THE BALL SHALL BE INFLATED 50 AS TO COMPLETELY FILL THE PIPE OPENING AND MAY BE COVERED WITH BURLAP. THE FINISHED JOINT SHALL BE SMOOTH AND FLUSH WITH THE ADJCENT PIPE SUR- FACES. EXTERIOR JOINT RECESSES SHALL BE FILLED WITH MOR- TAR AFTER THE.'TRENCH HAS BEEN PARTIALLY BACKF,ILLED BETWEEN BELL HOLES AT LEAST THREE PIPE SECTIONS IN ADVANCE. RECESSES SHALL FIRST BE FLUSHED WITH WATER,'AND THEN A SHEET OF.FELT OR OTHER SUITABLE POROUS°MATERI,AL SECURELY PLACED AROUND THE PIPE JOINT. GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT AND Ig, PARTS SAND MIXED WITH SUFFICIENT WATER TO HAVE THE CONSISTENCY OF THICK CREAM. THE JOINT SPACE SHALL BE FILLED WITH GROUT IN ONE CONTINUOUS OPERATION. AFTER FILLING IT.SHALL BE RODDED ON BOTH SIDES OF THE PIPE WITH A FLEXIBLE ROD TO SETTLE THE GROUT AND REMOVE TRAPPED AIR. THE JOINT SPACE SHALL THEN AGAIN BE FILLED WITH GROUT AND THE COMPLETED JOINT COVERED WITH EARTH. 5. FIELD WELDS AND OUTLETS - FIELD WELDS AND OUTLETS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND HEREINBEFORE SPECIFIED. SP 11 OF 21 6. COOPERATION WITH OWNER - THE EXISTING 12" WATER MAIN IS OWNED BY THE CITY OF NEWPORT BEACH WATER DIVISION, 592 SUPERIOR AVENUE, NEWPORT BEACH, CALIFORNIA; TELEPHONE 673 -2110, EXTENSION 74, MR. THOMAS PHILLIPS, SUPERINTENDENT. THE CONTRACTOR SHALL COOPERATE WITH THE CITY'S REPRESENTATIVES IN THE INSPECTION AND CONTROL OF THIS PROJECT. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH WATER SUPERINTENDENT, 72 HOURS PRIOR TO SHUTDOWN. THE CITY WILL SHUT ALL REQUIRED VALVES. THE CONTRACTOR WILL BE REQUIRED TO DRAIN THE LINE AS NECESSARY. 7. COMPLETION OF WATER LINE RELOCATION - ALL WORK ON THE 12 CC&CL STEEL WATER MAIN SHALL BE COMPLETED AND THE LINE RETURNED TO SERVICE WITHIN TEN (10) CALENDAR DAYS AFTER THE WATER WITHIN THE PIPE IS SHUT OFF. 4O. ADJUST EXISTING SEWER MANHOLES TO GRADE - THE WORK SHALL BE SUB- JECT TO INSPECTION BY THE COSTA MESA SANITARY DISTRICT. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (714) MI 6 -2411 AT LEAST TWENTY -FOUR (24) HOURS PRIOR TO BEGINNING ANY WORK ON THE MANHOLES. B. PROJECT 10838: IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE. 101. CLEARING AND GRUBBING - ALL CONCRETE WHICH MUST BE REMOVED SHALL BE INCLUDED IN THIS BID ITEM. 103. AGGREGATE BASE - THE AGGREGATE BASE REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 105 SHALL BE INCLUDED IN BID ITEM N0. 103. 104. ASPHALT CONCRETE�PAVINQI - THE ASPHALT CONCRETE PAVING REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 105, 106, 127, AND 128 IS INCLUDED IN BID. ITEM N0. ID4. PRIME COAT AND PAINT BINDER AS REQUIRED IN SECTION 12 OF THE STANDARD SPECIFICATIONS SHALL BE INCLUDED IN BID ITEM NO. 104. A SEAL COAT WILL NOT BE REQUIRED EXCEPT AS NOTED ON THE PLANS FOR DRIVE APPROACHES. THE COST OF PLACING THE ASPHALT CONCRETE IN THE ASPHALT.CONCRETE BERM IS INCLUDED IN BID ITEM N0. 128. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. SP 12 OF 21 107. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE - THE EXISTING CHAIN LINK FENCE SHALL BE CAREFULLY DISMANTLED AND RECONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLANS INCLUDING GATES, RAILS, TENSION WIRES, CORNER BRACES, TOP RAILS AND FITTINGS THAT NOW EXIST. ANY CHAIN LINK FABRIC, POSTS, BRACES, GATES OR FITTINGS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH NEW PIECES OF THE SAME DIMENSIONS AND QUALITY AS ORIGINALLY CONSTRUCTED. POST INSTALLATION SHALL CONFORM TO THE EXISTING SPACING. THE EARTH SHALL BE GRADED AND SHAPED TO PERMIT A UNIFORM TOP AND BOTTOM ALIGNMENT OF THE FENCE. ALL POSTS SHALL BE CLEANED OF ANY EXISTING CONCRETE FOUNDATION OR NEW EQUAL SIZED POSTS SHALL BE SUPPLIED. ALL FENCE POSTS SHALL BE SET IN CONCRETE FOOTINGS OF 10 INCH DIAMETER FOR CORNER, ANGLE, AND TERMINAL POSTS AND 8 INCH DIA- METER FOR INTERMEDIATE LINE POSTS. FOOTINGS SHALL EXTEND 36 INCHES INTO SOLID GROUND WITH POSTS IMBEDDED 30 INCHES INTO CLASS B CONCRETE. POSTS AND RAILINGS SET IN PIPE SLEEVES SHALL BE SET WITH "POUR - ROCK." TOP ORNAMENTS SHALL BE INSTALLED ON ALL POSTS SO THAT THE TOP OF THE EYE OF THE ORNAMENT IS LEVEL WITH THE TOP OF THE FABRIC. BRACE RAILS, IN PANELS ADJACENT TO END CORNER AND ANGLE POSTS' SHALL BE RIGIDLY SECURED TO POSTS WITH RAIL, FITTINGS AND RAIL END BANDS. FABRIC SHALL BE TIGHTLY STRETCHED AND SECURED TO POSTS WITH NO. 9 GAGE GALVANIZED STEEL WIRE HOOKED AT BOTH ENDS OR NO. 11 GAGE GALVANIZED STEEL WIRE WRAPPED 2 TURNS AROUND THE FABRIC WIRE AT BOTH ENDS. HOOKED TIES WITH LINKS ARE NOT PERMITTED. TIES TO POSTS SHALL. BE SPACED NO GREATER THAN 16 INCHES APART. FABRIC SHALL BE SECURED WITH 2 TURNS, AT 18 INCHES ON CENTER, OF N0. 14 GAGE GALVANIZED TIE WIRE. AT CORNER, ANGLE, AND GATE POSTS, FABRIC SHALL BE SECURED WITH TENSION BARS EXTENDING THE FULL HEIGHT OF THE FENCE WITH TENSION BANDS SPACED 14 INCHES OR LESS APART. THE BOTTOM TENSION WIRE SHALL BE INSTALLED WITH THE TURN - BUCKLES AS THEY NOW EXIST, BUT SECURELY FASTENED TO THE POSTS AND PROPERLY TNESIONED. THE FABRIC SHALL BE IMBEDDED INTO THE EARTH I"i INCHES. THE GATES SHALL BE CAREFULLY STORED AND REINSTALLED WITH ALL EXISTING FITTINGS. THE GATES SHALL OPERATE AFTER INSTALLATION TO THE SATISFACTION OF THE ENGINEER. m8. RELOCATE EXISTING FIRE HYDRANT - THE EXISTING FIRE HYDRANT ON THE SOUTHWEST CORNER OF I TH STREET AND IRVINE AVENUE SHALL BE RE- LOCATED AS SHOWN ON THE PLANS IN CONFORMANCE WITH SECTION 19 OF THE STANDARD SPECIFICATIONS. A THRUST BLOCK WITH A MINIMUM OF 6 FEET OF AREA SHALL BE PROVIDED PER STANDARD PLAN DRAWING NO. 502 -L. ANY LAWN WHICH IS DISTURBED SHALL BE NEATLY CUT, LAYED BACK AND REPLACED AFTER INSTALLATION. THE COST OF EXCAVATION, 0 0 SP 13 of 21 ANY NEW FITTINGS2 COMPACTIONS THRUST BLOCK, PAINTO DISINFECTING AND ALL OTHER RELATED ITEMS TO COMPLETE THE WORK SHALL BE IN- CLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. IOU. 109. RELOCATE EXISTING STREET LIGHT - THE EXISTING STREET LIGHT AND PULL BOX ON THE SOUTHWEST CORNER OF 16TH STREET AND DOVER DRIVE SHALL BE RELOCATED AS SHOWN. ON THE PLANS IN CONFORMANCE WITH SECTION 18 OF THE STANDARD.SPECIFICATIONS• THE EXISTING CONDUIT SHALL BE EXTENDED AS NECESSARY. NEW CABLE CONFORMING TO SECTION I8-07 SHALL BE INSTALLED TO THE LAST PRECEDING STREET LIGHT STANDARD. THE COST OF THE NEW FOUNDATI.ONj CONDUITS CABLE, TESTING, BACKFILL AND ALL OTHER THINGS NECESSARY TO COMPLETE THE RELOCATION IS INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. 109. I11. ADJUST EXISTING WATER VALVE FRAMES AND COVERS - THE EXISTING WATER VALVE FRAME AND COVERS SHALL BE ADJUSTED TO GRADE AS DE- TAILED ON STANDARD PLAN 507 -1_ AFTER PAVING HAS BEEN COMPLETED. 116 THROUGH 127. REINFORCED CONCRETE PIPE, CORRUGATED METAL PIPE, CONCRETE COLLARS. CATCH BASINS AND JUNCTION CHAMBER - THE PORTLAND CEMENT CONCRETE SHALL BE CLASS A FOR CONCRETE COLLARS CATCH BASINS AND JUNCTION STRUCTURES. THE LOCAL DE- PRESSIONS MAY BE CLASS B. 128. CONSTRUCT ASPHALTIC CONCRETE BERM - THE ASPHALT CONCRETE BERM SHALL BE SHAPED AND COMPACTED WITH AN EXTRUSION MACHINE CAPABLE OF SHAPING AND COMPACTING THE MATERIAL TO THE REQUIRED CROSS SECTIONS. THE.COST OF THE ASPHALTIC CONCRETE SHALL BE INCLUDED IN BID ITEM NO. IO4. THE COST OF PLACING AND FORMING THE AS- PHALTIC CONCRETE BERM SHALL BE INCLUDED IN BID ITEM N0. 128. 129. PLACE 24 FEET. OF 12° VITRIFIED CLAY PIPE PLUGGED. AT BOTH ENDS THE SEWER STUB EXTENDING NORTHERLY FROM THE EXISTING MANHOLE AT THE INTERSECTION OF 16TH STREET AND SEA GULL LANE SHALL BE EXTENDED NORTHERLY AS SHOWN ON THE PLANS AND PLUGGED AT BOTH ENDS FOR FUTURE USE. LEAKAGE TESTS AND BALLING OF THE SEWERS AS REQUIRED IN SECTION 16 -10 AND 16 -11 WILL NOT BE REQUIRED. THE COST OF EXCAVATING PLUGGING BACKFILLINGj AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM NO. 129. 130. PLACE 12° GATE VALVE, 12° - 45o C.I. ELBOW, 45, - 6° OF 1211 CLASS 150 ASBESTOS CEMENT PIPE AND 12" G.I. CAP - THE EXISTING WATER LINE NEAR THE CENTER OF I&TH STREET AND IRVINE AVENUE SHALL BE EXTENDED AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. THE COST OF EXCAVATION, CONCRETE THRUST BLOCXS� PAINTO DISIN- FECTINGI COMPACTION AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 130. SP 14 of 21 131. LIME TREATED SUB -BASE - THE PROVISIONS OF PROJECT 1083A9 ITEM 9 APPLY TO THIS ITEM. p 132. GRANULATED QUICKLIME - THE PROVISIONS OF PROJECT IOU3A, ITEM 9.1 APPLY TO THIS ITEM. C. PROJECT I083Cc IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE. 201. EXCAVATION AND GRADING - THE ENTIRE STREET AREA WITHIN THE LIMITS OF THE NEW CONSTRUCTION SHALL BE REMOVED AND THE UNDERLYING MATERIAL EXCAVATED TO THE REQUIRED DEPTH AND COMPACTED TO ALLOW FOR THE CONSTRUCTION OF THE NEW STRUCTURAL SECTION AS SHOWN ON THE PLANS. CLEARING AND GRUBBING, REMOVAL OF EXISTING ASPHALT PAVEMENT, AND REMOVAL OF EXISTING CONCRETE CURBS, GUTTERS, CROSS - GUTTERS DRIVEWAY APPROACH, AND SIDEWALK SECTIONS ARE IN- CLUDED IN THE LUMP SUM PRICE PAID FOR EXCAVATION AND GRADING. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF TREES9 WIRE FENCE, AND BRICK PILASTERS. CONSTRUCTION NOTES 2019 2029 203 AND 204 ARE INCLUDED N THE LUMP SUM PRICE FOR BID ITEM N0. 201. 205. RELOCATE STREET LIGHT AND CONDUIT - THE EXISTING STREET LIGHT ON THE NORTHWEST CORNER OF PLACENTIA AVENUE AND PRODUCTION PLACE SHALL BE pRpELOCATED AS SHOWN ON THE PLANS IN CONFORMANCE WITH SECTION IU OF THE STANDARD SPECIFICATIONS AND APPLICABLE PORTIONS OF THE CITY OF NEWPORT BEACH DRAWING NO. STD - 204 -L. THE EXISTING CONDUIT SHALL BE MODIFIED AS NECESSARY. NO SPLICING OF CABLE WILL BE ALLOWED WITHIN THE CONDUIT. NEW CABLE CONFORMING TO SECTION 1U -07 SHALL BE INSTALLED TO THE LAST PRECEDING STREET LIGHT STANDARD IN LIEU OF SPLICING. THE COST OF THE NEW FOUNDA- TIONS PULL BOXS CABLES CONDUIT MODIFICATIONS TESTINGS BACKFILL AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE RELOCATION REQUIRED SHALL. BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. 205- 206. RELOCATE MISCELLANEOUS STRUCTURES - RELOCATING TWO PRIVATE MAILBOXES TO SIMILAR LOCATIONS RELATIVE TO THE NEW CURB AND GUTTER REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 206 SHALL BE INCLUDED IN BID ITEM NO. 206. 210. CONSTRUCT ASPHALT CONCRETE PAVEMENT - THE 2" ASPHALT CONCRETE SURFACE AND I ASPHALT CONCRETE RESURFACING REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 209 AND 210 SHALL BE INCLUDED IN BID ITEM ND. 210. THE CONTRACTOR SHALL FURNISH SUFFICIENT RAKERS TO PROPERLY FEATHER THE EDGES OF THE VARIABLE THICKNESS PAVEMENT TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. i SP 15 of 21 211. CONSTRUCT CROSS GUTTER - THE COST OF THE CROSS GUTTER, SPANDRELS, CURB RETURNS, AND SIDEWALK SECTIONS REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 211 AND 212 SHALL BE,INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM NO. 211. ATTENTION IS DIRECTED TO APPLI- CABLE PORTIONS OF THE CITY OF NEWPORT BEACH DRAWING N0. STD - 104 -L. PORTLAND CEMENT CONCRETE USED IN CROSS GUTTERS AND SPANDRELS SHALL BE CLASS A. 215. CONSTRUCT STREET BARRICADE - THE COST OF THE 15' METAL BARRICADE, TWO WOOD POSTS, AND TWO W21R WARNING SIGNS ON SEPARATE POSTS RE- QUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 215 SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 215. D. PROJECT 108IG: RECONSTRUCTION OF STREETS IN TRACT 3068, ANNEVERSARY ESTATES, 601. EXCAVATION - THIS ITEM SHALL CONSIST OF REMOVAL AND DISPOSAL OF THE EXISTING 3 INCH THICK ASPHALT SURFACING FROM WITHIN THE AREAS DESIGNATED AND THE CONCRETE CROSS- GUTTER AT THE WESTERLY INTER- SECTION OF.ANNIVERSARY LANE AND GOLDEN CIRCLE. REMNANTS OF THE ASPHALT PAVEMENT WHICH WILL PASS A I f, SCREEN MAY REMAIN AND BE INCORPORATED IN THE LIME- TREATED SOIL. 602. GRANULATED QUICKLIME - THE PROVISIONS OF PROJECT I083A, OTEM 9.1 SHALL APPLY TO THIS ITEM. 603 AND 604. LIME TREATED SOIL - THE PROVISIONS OF PROJECT I083A, ITEM 9 SHALL APPLY TO THIS ITEM. AFTER THE REMOVAL OF THE EXISTING ASPHALT PAVEMENT, ALL SCFT OR UNSTABLE AREAS THAT WOULD INTERFERE WITH THE PASSAGE OF TRAFFIC SHALL BE IMMEDIATELY STABILIZED BY MIXING INTO 'THESE AREAS SUFFICIENT AMOUNTS OF QUICKLIME. THE QUICKLIME USED FOR THIS PURPOSE SHALL BE INCLUDED IN THE QUANTITIES PAID FOR AS SPECI- FIED IN ITEM 602. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES MAY BE REQUIRED-TO ASSURE THAT NO PERSONS ARE PERMITTED TO COME IN DIRECT PHYSICAL CONTACT WITH THE LIME BEFORE IT IS MIXED WITH THE SOIL. 606. REMOVE AND REPLACE 4^ CONCRETE SLABS - THE REMOVAL AND REPLACE MENT OF THICK CONCRETE SLABS CONSISTS OF 4 FOOT WIDE SIDEWALKS, SIDEWALK SLABS ADJACENT TO CURB RETURNS, AND DRIVEWAY APRONS ALL AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS DESIGNATED IN THE FIELD BY THE ENGINEER AND AS SPECIFIED IN SECTION 15. 607. REMOVAL AND REPLACEMENT OF CONCRETE CROSS- GUTTER - THE CONCRETE CROSS- GUTTER SHALL BE REMOVED AND REPLACED WITH CLASS A CONCRETE AT THE LOCATION AND TO THE DIMENSIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 15. THE REMOVAL AND REPLACEMENT SHALL INCLUDE THE CONCRETE CURB RETURNS. 608. DRAINAGE CATCHBASIN NO. I - THE WORK INCLUDED IN THIS ITEM CON- SISTS OF CONSTRUCTING CATCHBASIN N0. Iy INSTALLING THE 18" OUT- LET PIPE, RELOCATING THE EXISTING 6 INCH WATER MAIN, AND CON- STRUCTING THE CONCRETE SPILLWAY WITHIN THE FLOOD CONTROL CHANNEL. SP 16 OF 21 THE WORK SHALL BE CONSTRUCTED AT THE LOCATION AND TO THE DI- MENSIONS AND GRADES SHOWN ON THE DRAWINGSy AND AS SPECIFIED IN SECTION 17. THE CATCHBASIN AND SPILLWAY SHALL BE CONSTRUCTED OF CLASS B CONCRETE. ALL WORK WITHIN THE PAVED PORTION OF THE STREET SHALL BE COMPLETED PRIOR TO CONSTRUCTING THE LIME - TREATED SOIL. THE ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF THE NEED TO RELOCATE THE STREET LIGHTING CONDUIT. ALL WORK NORTHERLY OF ANNIVERSARY LANE SHALL CONFORM TO THE RE- QUIREMENTS OF THE ORANGE COUNTY FLOOD CONTROL DISTRICT PERMIT, WHICH IS ON FILE IN THE OFFICE OF THE ENGINEER. THE CONTRACTOR SHALL NOTIFY, IN WRITING: 1) THE ENGINEER, 2) THE SANTA ANA HEIGHTS WATER COMPANY, 1126 S.E. PALISADES ROAD, AND 3) ALL RESIDENTS WHOSE SERVICE WILL BE INTERRUPTED, AT LEAST 72 HOURS PRIOR TO ANY SHUTDOWN OF THE MAIN. THE MAXI- MUM TOTAL TIME THE MAIN IS SHUT DOWN SHALL BE LIMITED TO FOUR HOURS. ALL WORK ON THE WATER LINE SHALL BE SUBJECT TO THE APPROVAL OF THE WATER COMPANY. 609. DRAINAGE CATCHBASIN N0. 2 - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING CATCHBASIN N0. 2, RELOCATING THE EXISTING 6 INCH WATER LINE, INSTALLING THE 18" OUTLET PIPE, AND CON- STRUCTING THE CONCRETE SPILLWAY WITHIN THE FLOOD CONTROL CHANNEL. THE WORK SHALL BE DONE AS SPECIFIED IN SECTION 608. A 3 -INCH GAS LINE ADJACENT TO THE CATCHBASIN WILL BE RELOCATED BY THE GAS COMPANY CONCURRENTLY WITH THE RELOCATION OF THE WATER LINE. THE CONTRACTOR SHALL NOTIFY THE SOUTHERN COUNTIES GAS COMPANY, TELEFHONE NUMBER (714) 538 -0211 WHEN EXCAVATION WILL BEGIN FOR THE WATERLINE, =AT LEAST 72 HOURS PRIOR TO BEGINNING WORK IN THE PARKWAY. THE CONTRACTOR SHALL COOPERATE WITH THE GAS COMPANY IN COORDINATING THE WORK IN ORDER TO MINIMIZE INTERFERENCE. 610. ASPHALTIC CONCRETE PAVEMENT 3" THICK - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING A 3" THICK ASPHALTIC CON- CRETE PAVEMENT OVER THE LIME - TREATED SOIL AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12. THE ASPHALT PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL 72 HOURS AFTER THE LIME- TREATED SOIL HAS BEEN SPREAD AND COMPACTED UNLESS THE ENGINEER HAS DETERMINED THAT CURING HAS BEEN COMPLETED IN A SHORTER TIME. CONCRETE CURBS, GUTTERS AND CROSS- GUTTERS TO BE REPLACED SHALL BE COMPLETED 7 DAYS PRIOR TO CONSTRUCTING TW • SP 17 OF 21 ASPHALT PAVEMENT. AT LEAST 24 HOURS PRIOR TO PLACING THE ASPHALT PAVEMENTp THE LIME- TREATED SOIL SHALL BE PRIMED WITH RC 30 LIQUID ASPHALT WITH A 4o -50 PENETRATION BASE ASPHALT SPREAD AT A RATE OF 0.10 GALLON PER SQUARE YARD. THE COST OF FURNISHING AND APPLYING THE PRIME COAT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ASPHALTIC CONCRETE AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. THE ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN TWO LAYERS. ALL OF THE ASPHALTIC CONCRETE SHALL BE TYPE B AND THE ASPHALT BINDER SHALL BE 85 -100 GRADE PAVING ASPHALT. THE MINERAL AGGREGATE FOR THE FIRST LAYER$ APPROXIMATELY 2" THICK COMPACTED SHALL BE 1/4" MAXIMUM. THE MINERAL AGGREGATE FOR THE TOP I" LAYER SHALL BE 1/2" MAXIMUM. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE FIRST LAYER BY MEANS OF A MOTOR GRADER. 611. ASPHALTIC CONCRETE OVERLAY 1" THICK - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING A I THICK ASPHALT CONCRETE PAVE- MENT AS SPECIFIED IN SECTION 12 OF THE STANDARD SPECIFICATIONS OVER AN EXISTING ASPHALTIC SURFACE AT THE LOCATIONS SHOWN ON THE DRAWINGS. THE ASPHALTIC CONCRETE SHALL BE TYPE By THE MINERAL AGGREGATE 1 /2', MA.XIMUM,AND THE ASPHALT BINDER SHALL BE 85 -IC0 GRADE PAVING ASPHALT. 612. ADJUST MANHOLE COVERS - THIS ITEM CONSISTS OF LOWERING MANHOLE COVERS IN ADVANCE OF CONSTRUCTING THE LIME- TREATED SOIL AND ADJUSTING THESE SAME COVERS TO GRADE AFTER THE ASPHALT CONCRETE PAVEMENT HAS BEEN COMPLETED. THE WORK SHALL BE DONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12 -09. PRIOR TO CONSTRUCTING THE LIME- TREATED SOILp THE CAST IRON FRAMES AND COVERSSHALL BE REMOVED. SUFFICIENT GRADE RINGSy OR BRICKSA SHALL ALSO BE REMOVED TO LOWER THE TOP OF THE MANHOLE BELOW THE GRADE OF THE BOTTOM OF THE LIME- TREATED SOIL. THE OPENING OF THE MANHOLE SHALL BE COVERED WITH A HEAVY STEEL PLATEy NOT EX- CEEDING 48" IN MAXIMUM DIMENSION, AND THE CENTER OF THE OPENING LOCATED BY 'MEANS OF REFERENCES THAT WILL NOT BE DISTURBED DURING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF THE CAST IRON FRAMES AND COVERS. ANY LOST OR DAMAGED COVERS OR FRAMES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. • SP 18 of 21 613. ADJUST CLEANOUT COVERS - THIS ITEM.CONSISTS OF LOWERING CLEAN - OUT COVERS IN ADVANCE OF CONSTRUCTING THE LIME- TREATED SOIL AND ADJUSTING THESE SAME COVERS TO GRADE AFTER THE ASPHALT CONCRETE PAVEMENT HAS BEEN COMPLETED. THE WORK SHALL BE DONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12 -09. PRIOR TO CONSTRUCTING THE LIME - TREATED SOILS THE FRAMES AND COVERS SHALL BE REMOVED AND THE RISER PIPE PLUGGED AT OR BELOW THE GRADE OF THE LIME- TREATED SOIL. THE CENTER OF THE OPENING SHALL BE ACCURATELY LOCATED BY MEANS OF REFERENCES THAT WILL NOT BE DISTURBED DURING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF THE FRAMES AND COVERS, AND ANY LOST OR DAMAGED FRAMES OR COVERS SHALL BE REPLACED AT THE CON - TRACTORS' EXPENSE. 614. CONCRETE SAW - CUTTING - WHERE CURBS GUTTERS OR SLAB REMOVAL DOES NOT END AT A COLD JOINTS THE EXISTING CONCRETE WORK SHALL BE SAW -CUT AS SPECIFIED IN SECTION 15 -03. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF CONCRETE WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. 615. SAND OR AGGREGATE BLANKET - THE COST OF FURNISHING AND PLACING THE SAND OR AGGREGATE BLANKET SHOWN ON THE DRAWINGS TO BE PLACED UNDER NEW CONCRETE WORK SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF CONCRETE WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. E. PROJECT I083H: CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD 700. CONSTR'U'CT 8" PERFORATED DRAIN - THE COST OF CONSTRUCTING UNDER - DRAIN PIPE SHALL INCLUDE EXCAVATIONS REMOVALS AND THE' FURNI SKING AND INSTALLING OF ALL PIPES FITTINGS AND APPURTENANCES WHICH MAY BE REQUIRED. 701. CONSTRUCT CLASS I AGGREGATE PERMEABLE BACKFILL - ALL PERMEABLE BACKFILL MATERIAL USED AS TRENCH BACKFILL AND UNDER 6" ASPHALT CONCRETE PAVEMENT ANn TINDER 8° PORTLAND CEMENT CONCRETE SHALL BE PAID FOR UNDER 'THIS ITEM. 705. RE -LAY EXISTING SUBDRAIN PIPE IN NEW PERMEABLE MATERIAL- APPROXI- MATELY 25 FEET OF THE EXISTING SUBDRAIN PIPE SHALL BE TAKEN UP AND RE -LAID IN NEW PERMEABLE BACKFILL MATERIAL. AT THIS TIME, SP 19 of 21 THE EXISTING SUBDRAIN PIPE DOWNSTREAM SHALL BE FLUSHED OUT BY THE CONTRACTOR WITH A FIREHOSE. IN THE EVENT THAT THE EXISTING SUBDRAIN IS STOPPED-UP, THE ENGINEER, WILL HAVE THE OPTION OF HAVING CITY FORCES CLEAN OUT THE SUBDRAIN, OR DIRECTING THE CONTRACTOR TO RE— LAY,IN NEW PERMEABLE MATERIAL, ADDITIONAL QUANTITIES OF THE EXISTING SUBDRAIN PIPE AT THE UNIT PRICE BID FOR RE— LAYING EXISTING SUBDRAIN PIPE IN NEW PERMEABLE MATERIAL. THE COST OF FLUSHING OUT THE EXISTING SUBDRAIN PIPE WILL BE INCLUDED IN THE COST OF THE OTHER ITEMS OF WORK, AND NO ADDITIONAL PAYMENT WILL BE MADE THEREFOR. F. PROJECT 1081 ; CONSTRUCTION OF STREET IMPROVEMENTS IN CLIFF DRIVE. 800. SAWCUT AND REMOVE CONCRETE PAVEMENT — THE EXISTING CONCRETE PAVEMENT TO BE REMOVED, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 800, SHALL BE SAWCUT AT ALL EDGES WHERE A COLD JOINT DOES NOT EXISTs THE UNIT PRICE FOR BID ITEM N0. 800 SHALL INCLUDE THE COST OF SAWCUTTING AND REMOVING THE CONCRETE PAVEMENT. 801. SAWCUT AND REMOVE EXISTING Q.C. PAVEMENT — THE COST OF SAW— CUTTING AND REMOVING THE EXISTING A.C. PAVEMENT, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE ,,ft, SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM NO. 801. 802. SAWCUT AND REMOVE EXISTING CURB AND GUTTER OR CURB ONLY — WHERE CURB AND GUTTER OR CURB ONLY REMOVAL, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 802, DOES NOT END AT A COLD JOINT, THE EXISTING p CONCRETE WORK SHALL BE SAWCUT. THE UNIT PRICE FOR BID ITEM NO., 802 SHALL INCLUDE THE COST OF SAWCUTTING AND REMOVING THE CURB AND GUTTER OR CURB ONLY. 803. PLACE 6" AGGREGATE BASE — THE 6" THICK AGGREGATE BASE COURSE TO BE PLACED AND COMPACTED IN AREAS SHOWN ON THE PLANS UNDER CON- STRUCTION NOTE 803 SHALL BE INCLUDED IN THE UNIT PRICE FOR BID 80 p,, ITEM NO. 803. 5. EXCAVATE FOR EXISTING DRAIN PIPE REMOVAL — THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 005 INCLUDES EXCAVATING A TRENCH OVER THE EXISTING DRAIN PIPE, REMOVING THE EXISTING CATCH BASIN, REMOVING THE EXISTING 12" C.M.P., AND BACKFILLING AND COMPACTING THE TRENCH. EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTIONS 16 -04 AND 16 -07 OF THE CITY OF NEWPORT BEACH STANDARD SPEICFICATIONS. THE COST OF THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID No. 805. .f f SP 20 OF 21 806. PLACE 90 -FEET OF 18° C.M.P. DRAIN - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE Z-06-INCLUDES PLACING 90' OF 18" C.M.P. DRAIN AND CONSTRUCTING A At X 3f` X I/ THICK CONCRETE ANCHOR WALL. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM N0. 806. 807. CONSTRUCT L.A.C.F.C.O. CATCH BASIN N0. 2 - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 7 INCLUDES CONSTRUCTING THE NEW CATCH BASIN AND PLACING 6 -FEET OF 12" C.M.P. TO CONNECT THE EXISTING 12" C.M.P. DRAIN TO THE NEW CATCH BASIN. THE COST OF THIS WORKSHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ,,p 8 ITEM N0. 807. 80. CONSTRUCT TYPE "A" CURB AND GUTTER (8" CURB FACE)- THE COST OF CONSTRUCTING TYPE "An CURB AND GUTTER WITH AN Y CURB FACE, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 808, SHALL BE IN- CLUDED IN THE UNIT PRICE FOR BID ITEM N0. 808. 809. CONSTRUCT TYPE "A" CURB AND GUTTER (6" CURB FACE) - THE RE- PLACEMENT TYPE 7rt CURB AND GUTTER, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 809, SHALL HAVE A 6" CURB FACE AND SHALL BE CONSTRUCTED IN THE LOCATIONS AS MARKED IN THE FIELD. THE COST OF THIS WORK $HALL BE INCLUDED IN BID ITEM N0. 809. 811. CONSTRUCT SPECIAL CROSS GUTTER - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 11 INCLUDES CONSTRUCTING THE 8" THICK CROSS GUTTER AND SPANDREL AND THE ADJOINING* REPLACEMENT CURB WITH 6" FACE. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM N0. 811. 812. PLACE 2° ASPHALT CONCRETE PAVING - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE b12 INCLUDES APPLYING THE TACK COAT, TREATING ALL TRANSVERSE JOINTS AND CRACKS IN THE EXISTING CON- CRETE PAVEMENT AS MARKED IN THE FIELD IN THE FOLLOWING DESCRIBED MANNER, AND PLACING THE 2" A.C. PAVEMENT. AFTER THE APPLICATION OF THE TACK COAT AND PRIOR TO PLACING THE ASPHALT CONCRETE, A LAYER OF CRUSHER DUST OR SAND SHALL BE PLACED OVER THE JOINTS OR CRACKS. THIS MATERIAL SHOULD BE PLACED WITH A SPREADER BOX PRO- VIDING A MAT 18- INCHES WIDE AND 1/8 TO 1/4 INCH THICK. CARE SHOULD BE EXERCISED TO INSURE THAT THE MATERIAL IS CENTERED OVER THE CRACK OR JOINT. THIS MATERIAL MAY BE SPREAD WELL AHEAD OF THE PAVER TO INSURE NORMAL PAVING OPERATIONS. THE COST OF THIS WORK AND THE COST OF PLACING THE A.C. LEVELING PATCHES, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 803 AND GENERAL NOTE NO. 8, SHALL BE INCLUDED IN THE UNIT COST FOR BID ITEM N0. 812. o i o• d 0 0 SP 21 OF 21 813. CONSTRUCT STANDARD ALLEY APPROACH - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE dt3 INCLUDES REMOVING THE EXISTING ALLEY APPROACH AND CONSTRUCTING, THE NEW STANDARD ALLEY APPROACH TO THE ELEVATIONS AS SHOWN ON THE PLANS. THE COST OF THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 813. 8114. CONSTRUCT RIP RAP LINED CHANNEL - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE b14 INCLUDES HAND - PLACING 10 -25# ROCK RIP-RAP OR BROKEN CONCRETE SIDEWALK SECTIONS OVER COMPACTED FILL AND GROUTING THE VOIDS TO FORM A LINED CHANNEL. A FOOTING TRENCH ALONG THE TOE OF THE SLOPE IS NOT REQUIRED. THE ROCKS OR BROKEN CONCRETE SECTIONS SHALL BE PLACED WITH THEIR LONGITUDINAL AXIS NORMAL TO THE EMBANKMENT FACE. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM N0. 814. NOTICE TO BIDDERS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT 1083 FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS ADDENDUM NO. I Ll 1. PLEASE MODIFY THE SCOPE OF THE WORK FOR PROJECT IO83B, "IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE" TO DELETE ALL WORK EASTERLY OF STATION 25 + 25. PLEASE MODIFY THE PROPOSAL TO REFLECT THE FOLLOWING REVISED QUANTITIES: 102 3042 CY EXCAVATION 103 3064 TONS AGGREGATE BASE 1014 1785 TONS ASPHALT CONCRETE 109 0 EACH RELOCATE EXISTING STREET LIGHT 112 i534 LF CONCRETE CURB & GUTTER Boo CURB FACE 114 3 SF CONCRETE SIDEWALK 115 711 SF CONCRETE DRIVE APPROACH 117 0 LF 30" RCP IIOOD 125 0 EACH CATCH BASIN 131 . 7863 SY LIME TREATED SUBBASE 132 48.7 TONS LIME REVISED DRAWINGS SHOWING THE DELETED WORK ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER FOR REVIEW BY INTERESTED BIDDERS. THE REVISED DRAWINGSWILL BE ISSUED TO THE CONTRACTOR AS PART OF THE CONTRACT PACKAGE. 2. ON PAGE 14 OF THE SPECIAL PROVISIONSp REVISE THE FIRST LINE OF ITEM,210 TO READ "THE 3" ASPHALT CONCRETE ". 3. ON PAGE 16 OF THE SPECIAL PROVISIONS REVISE THE FOURTH LINE PART OF ITEM 608) TO READ "OF CLASS A CONCRETE ....." 4. ON PAGE 20 OF THE SPECIAL PROVISIONS, ADD THE FOLLOWING TO ITEM 812, FIRST PARAGRAPH: "PRIOR TO APPLYING THE TACK COAToo ALL CRACKS AND JOINTS IN THE EXISTING :PAVEMENT SHALL BE THOROUGHLY CLEANED OUT AND TREATED AGAINST NEW GRASS AND WEED GROWTH BY APPLYING A CONCENTRATED WATER SOLUTION OF POLYBOR CHLORATE, AS MANU- FACTURED BY U.S. BORAX, OR EQUAL." PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PR SAL SHEET OR SUBMIT A.COPY OF THIS ADDENDUM WITH YOUR PROPOSAL. ENJA IN B. NOLAH 5/26/67 CITY ENGINEER H . . D. 7 i I 1` iiiMI'a P1,44A A r illy = i4A\ su, :AL 5 ITZWt, 19 x5- s7 OMLW4 STR%= uimvam m (,==RA,* 4 past tr e s a iwo*tUe bi4s for trod g CQQ z ° . v1 the Aj jt4, ; yV4V W66-ti 7 c bit ct staoet, UgMVCMSUU' 7 1+10. 00 w.itj of Fiivvp. ° h, in viC h the p- us sus; 8I 4L#.icatlQns hmmtotovs 640P A, bids were MQokivuu on the 5th 9 dAy of .imo v � 70 and poUliely opemd a>m� 4s414"d; and 10 : , ir. appo"s tt at :: lowest resqmasible hLdder 12 y t Yit,4v AX 1T QLVU that tto bid Of the 13 GrIl I x t$ GQWpPay in ttw iWAmt Of 6179 9 709 M be aimepted and that 14 the c;uuts'aec ZWr the voustii %tioa woe& be awarded to salt 614"r. 15 { bg X1' kVRTUA .M that the Iftvar and city '« ork 16 UV tarrataY SMUMOriasel Md directed to ouec va a aoutt Ln 17� r ,:awe with the bid and this award era betsail 18 CC L40 Gity Of NOWPDXt B440ho and that do ` ity Wlsrk be "x" t" 19 W urlAsh aft a tad Y to ti& suctc onsful bi4d*r. 20 AAQMEi this of 12th -` J 22 MY" •23 ArlUTi 2411 1. MET W Ai.f. 25 26 27 28 29 30 31 32 J c -ia -6,7 CITY OF NEWPORT BEACH CITY PATORN_TT `' i June 8, 1967 To: City Clerk From: City Attorney Subject: Grants of easement for street, highway and landscaping purposes for Irvine Avenue extension Transmitted are the following: 1. The original and two copies of a grant of easement for street and highway purposes over portions of Lot 153, Block 4, of Irvine's Subdivision, executed by The Irvine Company. 2. Resolution which, if adopted by the City Council, will accept said document and authorize its recording. 3. The original and two copies of a grant of easement for landscaping purposes over a portion of Lot 153, Block 4, of Irvine's Subdivision, executed by The Irvine Company. 4. Resolution which, if adopted by the City Council, will accept said document and authorize its recording. You will note that the extra copies of the street and highway easement do not have the Exhibit "A" attached. They should be obtained from the Public Works Department,if necessary. The Public Works Director has requested that these documents be presented to the City Council for consideration at the June 12, 1967, meeting. l Tul y Se THS :mec City ttorn Atts. cc - City Manager Public Works Director (Attention: Hunter Cook) 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 S lfii t lii3, 6 5 7# 99 A QM 16k IU CITY AIL of UU i;ay 'i`!S- UVt" Compsny, a, 40st VIXS�L si.a -;;,oap,ot nit s, lmsus o2macu sou And iv► s* %:jly Ot jwwpws"t Moos h a Grant "t 61 Bassams for street asset 44 'y pmvpoima ever all "t Q*rW, r laid situated is the City ai Ampoet so 40W►ty of "awr 3tAto of balitomiaj, sa cxibsai is iollosrNt POStisns of Lot la3* Uoak 40 of IrVU ox !�u i.vifi,oms. a# OkAOM Oft & MIOP tk*M*f, Aea+sra#arii in look 1, pap " of Imam lI sos~ go"Ird OAVOO So oords of Gsaat7, UUtomai*#move particularly dssdsribsd sat s A strip of load lWAO fast .fs Vidths IYLft 41, sst 04wh Si4a of than fallowif, d 'sb" stws=UVA. at taus aantsrlisni z srssetion a#, Isabel *VWVji AILd lrvins AVOWAS as SUOM oat a OAP #* IrACt ;ts. 31391, R000r4od in ftek 163, pages 31', 32 -43 sus: 1119441- la temal s fioaosr4s of said *it~ C usty$ s"- 45" best IlLun, the Ittbslst*rly prol. - tion of tin said ramtsrlins of zsate IaarOsl a►vsaass, d distasm -46 of 10.00 fast; tbamos North 32 4,9* $0" itasyt, 40 00 ter~ to the Tyne Yeint of Dogiftnijaw as tbis des - arip tfettNp; t xs ncis s forth 34 ' 20" last, i9. P i soot to CAR begs isa of a tit Oanvo Maus Narthwotsrly and having a "e"m of 773:00 2sst dwom dor r1 alo% said c3tarYS s a sasastr °al imma!* of 34599 34 "* a A"ta of ,i * ¢ to s Iles t; tboduo awrtb 1V W 260 RAMS alto, t,be said lum-,4404sat, a dish of MWAA fast to the begianio 01 a Consent Our", :awe ,tousbsaststerly iasg a radims al 175,06 sraeti theboo ffrar srl ales said t-urve C$1 Ys a assttri3 as41* of 24 59 g#'►', a distance of, 3112.0 ;Fast to a Line tangents -#Od 1Las % being pasasllsl with alb 20iGO foot tasrly Ot the 4 ietarft WO of Tustin movaim, ata shm a as a of tirm So. 496'99 Am oraiad .ism 1,749 pasos 31 axed 32 AV t y "wellaasans $ * 40rd$ ai t8 -d CrAW t Rty, that &M&M ss1%t2Y tats of s .i,d strip shall terminate at its istersoottom With >rt:hWWtnrrly Bane of SAid -eta Isobel Avvuv4 being 60.00 i"t in width and Vise Southeasterly prods anion of " mad rtheasto ly line. U9g2 IN TOWAOX C#at portion of Tustin A iyir4 NortbMseterly 09 a Lim dsssarlbssi au, 6SIX4 pa rs,116l wit+b "d 30-00 teat southeasterly of the said ospt"Wlina of Tustin Jam. Taw a ortbstssatetrly Liss of the sated: 10900 iooc. !:trip at La mad the Uourly lams of the said galas isabol ANWAIS sball 00 rM44464 with a tanowt curve, comoov jOsthsrly and bevy a radius of 30.00 foot. 3211 {s,I Is z at the oater-linst satsrNatim of I 2 Of U414t go. a'i�ft9, �� 3a+zfa i�4 �raa 31,a . !lF a %ee s,' orrtt of, a4SA r saes�as - Socth 39 49' 30 "$ Yeast aloe the mIA aea�tsategiasee�'�i� 3 40*04s, s 44046 *0 at 472.0 at& a 5th` lit' 30" 4 F"t #6 ltsoe aMe4Wft;;r a t s tittles ft IASZ. tioftd etnarost a distance +a�:90 foot ' su* 5 4V 30" Lost ae1 l3N¢ae paaral with satin 93,00 Seat 6 tt eserl ei torliae of TUSLIs� A-44CrWS a "Stem" tieenze " So* Iiit 30" Seat.. 7 20.93 feet to a po i-a than Yac zrtacly lieee of, the ia0..# 0 i44t, ftralp of iaead ttersta we daesaeeribW t* 1'a r"i is $ sa U Wwt stterly lip* eroing aura ae aurvao, m* ctb- taaatacly and havios a raaadivat of W,00 feet„ at ra" Beta f saidPoint kkears Otis tW Of 5b" 1AAei titen;:s S"t s waaa5a aeri j a l "id curve t� a aAmtw4 aax�;le of 3` 33 10 A o a distance o.1 44. foot to a Lim tae4*ut, said 11M CAMEmat 00tas Liao asata3 V ortMwsterly if p or Para*+ No. 1 11 k$]sV aevae 4*$4tr4IL*i; thresetao 5autlt 10 7' gb" ►telat~ alatet3 arm said 1�Us tansent a dista"t of 32.63 foatt amace Oft 34" 46*t$ 14.9 fagot to tho' bssi i o a taasaset i2 urar ZOWA as stheastaorly eeaod bamrl"s a raa"Us o1, 90.00 act; c' °.* mortitaresterly =A Woltoa iy a ear d awm e 13 through a a entrael *%le at 61' 001 �, #; a 4jetakao of 91.84 14 fast ta" she 1-tue kokut of Be4ionift of this esseripticm. 15 SUMCT T02 ALL �tsr Rights of Vay and ate of AaeamVA or apparent; rent ; 16 17 i , it 10 to the Interest of the "ty w ataO"t 18 I aald tira nt 994asement for a ooh pogwxeae; 19 j Nowo TWAUVUO U 12 Atsowso that said araat 01 Laase- zo sit: iae iWVWby 46@"WUkd Md the City CUXU JS aaaattrtoraaaatd*A d:Lr- 21 j m; to ww"to and at th thereto a eartifiesse of aicoopItow* 22 and at+;rOSent ate &Z* X000t4jag acrd to VW40W4 sat,a3 dOMMUMg 3a the 23 I tautty aecordorts ottice. 24 ADO Litzae ?tyw iwW of ..June . 1%7. 25 d2"o,- 26 - ..*+..- .�...�.�....... i 27 I Ai::ii I 28 29 ty, 30 31 32 3. . . Alm ( 7 (12) 1�� �TG1t tlt. 65..,$0,,, I 2 11 A%St}i:MjL%Dj tp Txt C=T COMM fib` TU CITY or w;=1W A GRANT Dt ZASMW 4 �, The 1rVUW COWP AY, a West Vi.r.00 14 ataarPo" 5 atiOn, b" ►CC! =e ida11VatW04 tta Uw City 0"" i a't boaah a 6:.:. flicaar�tt ni EasaaRnt cur land&GWUad puVpOses over *U that oarttai.n 7,1 lead sitaaattod in the City of iiowport: Boaaht Gusty OZ uramP, 8 <A tt* of Gxliforasia, described as follcwt 9 portico as I�p., 5lo.:it 4 61 ls'VUW's 9ws4LV1$&*A as per rvw re d In '�Ook 1. pj%;o S& of H1*,.'yeilaaseous teethed 10 v in the G ` ;.c:e o, L;-.a i;vunty Uvarc ar of Nits Craaty► dascr"lbetti as C iUti of t 11 j ! iiwlw at t..-4 waatarline i►sksxsirEOtitsa aid Basta iaabel 12 Avemm ar.d "'nIMi.n ANOT"m , rya s>xowa ®a s i�ap air Tract wa• 4169, gaiiordtd 1as book 174x, pdgcs 31 and 32 of ALS0411SANUM 13' Maps, Records oi saie Ora,%* - :aunty; tb mco rwrth 39 49' 33" Met 410% rile said eontestlism of `t�asPS tea, a 14, 4»18UUI;;e ci 4l7.5c ffasait:; tiLISU" `.i"th X13° 10 30 bast II aloe;; a liras measured at right at4ies to tits lase tiatsnod 15 j OCuraaas, a .' v taamac of 30.00 Loot j tbaztm Sorth 3 * QP 30" Last 410% a jjr.& paraliol vitYa end 30.30 feet: touthessterly 16 of the said 1 -cut:e trl itsa of Tuat a AwerAM3, a asista n" of 157.44 feet to the TrU* poiut of of LbAs de"r&pttioaa; 17 t. we :nth A9 14' 3:3" East,, t�0. 3 test to a paint in a curve, w acays South"Sterly an't Aavir4 a rad"s of 621,00 18I feet, a ttadlal line froaa said pasitat bears SOUI& 75° 45 38" East; theme Northeasterly loft said surve a:larwoh a 19i central asele of 3" 34' 1311 a distanass of 31.91 feet to the intersection vith a line peeraliel ariw aaad.30.0 feet Sousb- 20 e45t9 rl of ttae 4414 CB=t*t1iA4 aa` TUStla AVIM4 a; tiuennae $Out h 351' 49' 30*4 4ost atloaad rbs $",A par"181 Jive, 47.49 21 fast to trade Truce Point of %el,4mUW, of rat;Gs deaeri.ptlaaaa. 22 MJ&MCT ".001 1.11 i ate o 91,&iats of Way and 2*0000 its of nc:erd ear apparent; •23 24 4biA Grant of Laummut further provides t 25 " Snide the Gra t &*, or its suc"s"r* ant ,assi.ps, saeaso to use tin as r des4ribed propatrty, or say part ttwreaf, 26 • for Lbe ptarNatie hervivabove specified, Or attm*t to sa»i.a'� pxopert , or Grey part ttaoa'a:aai. fa«r awy other pugo*o, 27 >ti3°ion said property, a the ale greed , shall r+arwrt to Grantor$ its successors and asai3,ms, ea-aboad any of wbow 28 shall bavo tins ari rt in any auacb eveaat to reenter mind Caine possessf:m of said prgmrty, and the whole theatioa W t 29 A,bd 30 WHERIAS2 it is to the isttoxest of the City to aseept 31 id Grant of EasemAmt: for such purposes; 32 1 2 3 4 5 6 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' Ll Mvw* Tatiaran* Ao Im Age 1.vu ihot sa34 GuAt of Vie- aamv, in tam;€ acted +rigid %b* .i tv Clock is autha rl"d and disoated to oxm,�yr►t�;ayyand 4L t wroto a oarttia(�icism of aaQa gmiw ftd t to its •ART'Si \ to #i�.,�i' Fd "" awjwm. t YEN the + sQ . ertrt attic*. III AM= IW 0 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: June 15, 1967 Attached for recordation is (ant of Easement from the Irvine Company for landscaping purposes. Acceptance of said Easement was authorized by the Council of the City of Newport Beach at its meeting on June 12, 1967 by the adoption of Resolution No. 6580. ih Encl. Very truly yours, Laura Lagios City Clerk City of Newport Beach i 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 POWs to the GITY OF NEWP©XT BEACS, a mmicipal corporation, an eassppt for landscaping, Purposes over all that certain land sit- uated in the City of Newport seaeh, County of Orange, State of California, described as follows: A portion of %at 133 Block 4. of Irvine's Subdivision as sr snap recorded is hook i, Page 86 of Miscellaneous Record f.ia the office of the County Recorder of said County, described as follows: SWINIBO at the centerline intersection of Santa Isabel Avenue and Tustin Avenue, as sham on a Xsp of 'Tract No. 49690 Recorded in Book 1749 pages 31 and 32 of Miscellaneous M as Records of said Orange County ; tieeeeee Borth 39s, 49 30" Bast al Chao said centerline of Tustin Avee:ue, a distance of 472.0 feet; thence South 500 10'. 30" Bast along a line measured at right angles to the last mentioned course a distance of 30.00 foot; thence North 39' 49' 30" East.a*g a line parallel with and 30.00 feet Southeasters of the *aid centerline of Tustin Menus, a distance of 157.94 feet to the True Point of of this description; theme South 50` 10' 30" Bast 20.93 feet to a point is a curve. coacave Southeasterly and having a radius .of 885.00 feet, a, radial lima from said point bears South 75' 45' 58" East; hence Nartheastorly along said curve through a cantral =&I* of V 36' 18' a distance of 51.91 feet to the int+erseetiose with a line parallel with and 30.00 foot South- easterly of the said oamterline of Tustin Avenue• thence South 39' 49'. 30" hest along the said parallel line, 47.49 feet to the True Point of Beginning of this description. Sh?MCT TOs All Covenants, Rights of Way and Easements of Record or apparent. Should the Graatse, or its successor* and assigns, coase to use the above described Property, or any part thereof, for the purpose hereinabove specifiedo, or attw*t to use said property. or any part thereof, for any other purpose, then said property, and the whole thereof, shall revert to Grantor, its successor* and assigns. each and any of whoa: shall have the sight in any such event to reenter and take possession of said Property, and the whole thereof. Said eassm"t to shown as Parcel 3 on Raub, Seim„ Frost & Associates DmA ng No. 9821, doted March 16, 1%7, a copy of which is for the asks of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. Dated: MAY 2 9 1967 1957. THE DRUM 2m OF Mum COKPAW� a 'Vest Virginia corporation* hereby POWs to the GITY OF NEWP©XT BEACS, a mmicipal corporation, an eassppt for landscaping, Purposes over all that certain land sit- uated in the City of Newport seaeh, County of Orange, State of California, described as follows: A portion of %at 133 Block 4. of Irvine's Subdivision as sr snap recorded is hook i, Page 86 of Miscellaneous Record f.ia the office of the County Recorder of said County, described as follows: SWINIBO at the centerline intersection of Santa Isabel Avenue and Tustin Avenue, as sham on a Xsp of 'Tract No. 49690 Recorded in Book 1749 pages 31 and 32 of Miscellaneous M as Records of said Orange County ; tieeeeee Borth 39s, 49 30" Bast al Chao said centerline of Tustin Avee:ue, a distance of 472.0 feet; thence South 500 10'. 30" Bast along a line measured at right angles to the last mentioned course a distance of 30.00 foot; thence North 39' 49' 30" East.a*g a line parallel with and 30.00 feet Southeasters of the *aid centerline of Tustin Menus, a distance of 157.94 feet to the True Point of of this description; theme South 50` 10' 30" Bast 20.93 feet to a point is a curve. coacave Southeasterly and having a radius .of 885.00 feet, a, radial lima from said point bears South 75' 45' 58" East; hence Nartheastorly along said curve through a cantral =&I* of V 36' 18' a distance of 51.91 feet to the int+erseetiose with a line parallel with and 30.00 foot South- easterly of the said oamterline of Tustin Avenue• thence South 39' 49'. 30" hest along the said parallel line, 47.49 feet to the True Point of Beginning of this description. Sh?MCT TOs All Covenants, Rights of Way and Easements of Record or apparent. Should the Graatse, or its successor* and assigns, coase to use the above described Property, or any part thereof, for the purpose hereinabove specifiedo, or attw*t to use said property. or any part thereof, for any other purpose, then said property, and the whole thereof, shall revert to Grantor, its successor* and assigns. each and any of whoa: shall have the sight in any such event to reenter and take possession of said Property, and the whole thereof. Said eassm"t to shown as Parcel 3 on Raub, Seim„ Frost & Associates DmA ng No. 9821, doted March 16, 1%7, a copy of which is for the asks of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. Dated: MAY 2 9 1967 1957. 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 STATE CAE C."ORNIA ) THE BY by Assistant cietary IV COMA —fir— 92< SEAL —T P : ss COUNTY Oi ORANGE ) an MAY 29 1961 1967, before me, the undersigned, a NoEary PuBlic in and for said State, personally appeared R L. WATSON known to me to be the Vice President, and e. S, HETTEL , known to me to be Assistant Secretary of the corporation that executed the within instrument, known to me to be the personswho executed the within instrument on behalf of the corporation therein named, and acknowledged to me that ouch corporation executed the within instrument pursuant to its by -laws or a resolution of its board or directors. WXTNESS my hand and official seal. ��.... .. , „......... �����,,,� . �.. OFFICIAL SEAL �.�w�;,._ / /lio �i7iiGyL CAROLE J. ZIMERMAN Notary Public t NOTARY PUBLIC - CALIFORNIA = r,jQ ta2y Public." �.n and for c. PRINCIPAL OFFICE IN �J ORANGE COUNTY said County and State O�.w����.�,.�.�.��I���.w..� 2. CAROLE J. ZINIERMAN My Commission Expires April 4, 1970 C- 10830 See Contract File for Exhibit "A" 3I�g� THE IV= 4qWMV a West Virginia corporation, hereby 4 grants to the CM of XVA4M ASAC80 a municipal corporation, an 5 easement for landscaping purposes over all that certain land sit - 6. anted in the.4ity of Newportlf ach, County of Orange, State of 7 '''£';sliforatee,esaribed as fellows; 8 A portion of Lot I block 40 of Irvine's Subdivision as ppeer sap recorded iSAk look it page 88 of Hi.scellansous Record 9 VAps in the offies of the County Recorder of said County, described as follows; 10 11 121 13 14 15� 16 17, !� -' -' 19 20 REGUMIM at the centerline intersection of Santa Isabel Avenue and Tustin Avenue, as shorn . an a clap of Tract No. 4969, Recorded in Book 174, pages 31 and 32 of Miscellaneous �u Records of said Orange County; thence North 39" 4-`�- 0" Bast along the said centerline of %satin Avenua, a distance of 472.02 feet; thence South 50'' l0' '10" East along a line measured at right angles to the last mentioned course, a distance of 30.00 feet; thence Borth 390 49' 30" East along a line parallel with and 30.00 feet Southeaster of the said centerline of Tustin Avems, a distance of 157% feet to the True Point of Beg gof this description; thence South 50' 10' 30'" Bast, 120.93 feet to a point in a curve, concave Southeasterly and having a radius of 825,00 feet, a radial line from said point bears South 75" 45' 58" Last; thence: Northeasterly &I= said cur" through a central angle of 3' 36' 18' a distaoee of 71.91 feat to the intersection with a line parallel with and 30.00 foot South - easterly of the said centerline of Tustin Avenue; theme South 39' 49' 30" Mast along the said parallel line, 47.49 feet to the True Point of Beginalas of this description. 211 SiB ACT TO; All Covenants, Rights of Way and Basements of Record or apparent. 22 Should the Grantee, or its successors and assigns, cease to 231 use the above described property, or any part thereof, for the purpose bersinabove specified, or attesipt to use said 24 property, or any part thereof, for any other purpose, then said property, and the whole thereof, shall revert to 25 Grantor, its successors and assigns, each and any of whom shall have the ri ht is any stitch event to reenter and take 26 possession of said property, and the whole thereof. 27 Said easement is shown as Parcel 3 on Raub, Bain, 28 Frost & Associates Braving No. 9821, dated !larch 163, 19679 a cop3 29 of which is for the sake of convenient identification marked 30 Exhibit "A" and attached hereto and made a part hereof by this 3111 reference. 321 Dated; MAY 29 1967 , 1967. 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 TgE IRVU19 =WAN R.• L. Watson /s/ By R. S. Retzel /s/ s o mt Sw.retary STATE OR "LMRMIA ) 2 �8 COURrY OF ORAL } MAY 29 1967 1%7, before me, the undersigned, ,� otLsryW c in ;;7 r said State, pers"WIly Appeared dae w to eta to be the Vice pros , knom to tae to be Assistant Secretary of COzvor4ktM that exactited the within instrument, knom to tee to be the persomAw executed the within instrument on behalf of the corporation therein anode and aakowledgod to tie that such corporation executed the within instrawnt p t ausat: to its bylaws or a resolution of its board of directors. WTTRTSS my band and official seat.. CAROLS J. MMMAN (NOTARIAL SEAL) i for said County St and ate CAROLE J. ZIMERMAN i My Commission Expires April 4, 1970 2. I C- 1083(A) See Contract File for Exhibit "A" 0 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: E June 15, 1967 Attached for recordation is Grant of Easement from The Irvine Company for street and highway purposes. Acceptance of said Easement was authorized by the Council of the City of Newport Beach at its meeting on June 12, 1967 by the adoption of Resolution No. 6579. Very truly yours, Laura Lagios City Cleric City of Newport Beach ih Enc. 7 (7) 0 ANT if EASEMENT 2 THE IRVINE COPlPZJTO a West Virginia corporation, hereby 4 grants to the CITY OT XgWp0jT BRACR, a municipal corporation, an 5 easement for street and higla##W purposes over all that certain 6 land situated in the City of Neftert Beach, County of Orange, 7 State of California, described as follows: 8 Portions of Lot 153, Block 4, of Irvine's Subdivision, as 9 shown on a Map thereof, Recorded in Book 1, page 88 of liscellaneous Record Maps, Records of Orange County, 10 "lifornia, more particularly described as followss 11�' It A strip of land 100.00 foot in width, lyinng . t each side of the following described centerline. 12 BEGINNING at the centerline intersection of Santa Isabel Avenue and Irvine Avenue, as shown on a Map of Tract No. 13 3138, Recorded in Book 103, pages 31, 32 and 33 of Miscel- Imleous baps Records of said Orange County; thence 14 South 50° 11' 45" Fast along the Southeasterly prolonga- tion of the said centerline of Santa Isabel Avenue, a distance of 10.00 feet;.. thence Worth 39® 49' 20" Bast, 40.00 feet to the True Point of Beg of this des - 16 eruption; thence continuing North W 4 ' 20" East, 17 29.70 feet to the beginning of a taulpat curve, concave Northwesterly and havinngg a radius of 775,00 feett thence Northeasterly along said curve throught a central angle 18 of 28° 58' 54 ", a distancI of 92,02 £get to a line 19 tangent; thence North 10 50' 26" last along the line tangent, a distance of 189.18 feet to the i20 of a tangent curve, concave Southeasterly and having a radius of 775.00 feet; thence Nortboasterl; along said zl curve through a central angle of 28 59' 04', a distance ii of 392.05 feet to a line tangent, said line tangent being 2z arallel with and 20.00 feet Southeasterly of the center - line of Tustin Avenue, as shown on a Map of Tract No. 4969, z3 Recorded in Book 174, pages 31 and 32 of Miscellaneous flaps, Records of said Orange County, the Southwesterly terminus of 24 said strip shall terminate at its intersection with the Northeasterly line of said Santa Isabel Avenue being 80.00 25 feet in width and the Southeasterly prolongation of the said Northeasterly line. 26 EXCEPTING THEREFROM that portion of Tustin Avenue lying 27 Northwesterly of a line described as being parallel with and 30.00 feet Southeasterly of the said centerline of 28 Tustin Avenue. 29 The Northwesterly line of the said 100.00 foot Strip of Land and the Easterly line of the said Santa Isabel Avenue shall 30 be rounded with a tangent curve, comave Northerly and havial a radius of 30.00 feet. 31 p ; BEGINNING at the centerline intersection of 32 Santa Isabel Avenue and Tustin Avenue, as shown on a XaD of Tract No. 4969, Recorded in Book 174, pages 31 and 32 2 3 4 5 M VA E7 9 10 11' 12' 13', 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ofVis ilaueoua Records of said Crangs thence North $9 49° 30" t along the said centerlina tin Avenue a distance 472.02 feet th4we South 50' l0' 30" Bast OL4 a line d at riit anglss to the last v antioned course, a distame of 3E1.vu feet to the True ftt at of Ugiaming, of this d4seri tion; tbftce North 39' 49'o. W last along a line PWA911101 with and 30.00 feet Southeasterly f the said line of Tustin Avenue, a distance of I57.98.ffact; South 50' 10' 30" $ast, 20.93 feet to a poAat in the Northwesterly line of the 100.00 foot Stripp of Lead hereinabove described in Parcel 1, said Northwesterly lino being on a curve, concave South- easterly avid having a radius of 825.00 feat, a radial line from said point bears South 75' 45' 58" Eastl thaws @outh- westerly along said curve through a central angle of 3w 23' 36 ", a distance of 48.86 feet to a line tangent, said line tangent beinft the said Northwesterly lige of Parcel No. 1 herei.nabove described; thence South 10 50' 26" Hest along the said line tangent, a distance of 32.83 foott thence Sort 79' 09' 34" West, 14.69 feet to the beginning of a tangent e%mve, concave Southeasterly and having a radius of 96,00 feet; thence Northwesterly and Westerly along said ourve through a central angle of 61` 00' .56 ", a distance of 95.84 feet to the True Point of Beginning of this description. SUBJECT Tot All Covenanta, Bights of Clay and Basements of Record or apparent. Said easement is shown on Raub, Bain, Frost 6 Associ- ates Drawing No. 9821, dated March 16, 1967, a campy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. Dateds MAY 29 1967 1967. THE IRV" By 2 ,By !k C, /J. G nEA C STATE OF CALIFORNIA COUNTY OF DRAM= ) ss �FS7*VI � on MAY 29 1967 _ 1%7, before ass, the undersi d, a , personally appo"er R.L. WATSON o known O me to be the Vice President . HEIZEL yam, to me to be Assistant cretary of corporation the t executed the within instrument, known to me to be the persons who executed the within instrument on behalf of the corporation therein named, 2. i 1 and acknowledged to aeelftgt such corporation Wmauted vithin Wtrument pursuant to t%j by-laws or a resolution of its board 2 of directors. 3 WITUSS my band and official seal. 4 5 „�... 0 •dam ---� ,, M .. i 6 ..w.. OFFICIAL SEAL - y1 CAROLE J Z1MES MAN _ i!� yy,,,,��,,,,11 Notary i�ubhc in fiats for .� NOTARY N• N UBLIC. GAUP N ryIA said and state PRINCIPAL OFFICE N Q I 7 ri ORANGE COUNTY .. aniwniix.......... . .. „..... 8 ........... ... ..�.. ... �.. »r CAROLE J. ZIMERMAN My Commission Expires April 4, 1970 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 C- 1083(A) See Contract File for Exhibit "A" l TIO 51, i I 1. I = At A&VA 2 7 3 TN8 git.VINZ .f:GtQi'ANY., a West Virginia corparatiaa, l oxeby 4 $rants to the CITY fig► NOW= WAOMs a esniaipal corporati t an � s eaaamee+at for stroet.,Aft&hUbway purposes over all that oikain 6 land situated in the` ty of Newport Beach, Gounty of. ftange, v St4ft of California, described as follm of $ Portion& of Lot 133, cloak 40 of Irvine's Subdivision, as 9 shown on a V tsea� , Recorded in Book It page 88 of Miscellaasous Record Ups, R"Grds of f>�e County* 10 Califotasia0 move particularly described as followst 11 Is A strip of land 100.00 feat in width,.lying eat eaah aide of the fallowing described.oantterlins. 12 BEGIXWM at the centerline intersection of eta Isabel 13 ''venue and Irvine Avenue, as shown on a 3fap of Tract go. 3138, 8eoorded in Book 103, pages 31, 31 and 33 of Misatl- laneous s Records of said Orange County; thence 14 South 30' Us 450` East along the Southeasterly prol a- 15 I tion Of the said centerline of Santa Isabel Avesute a distaneo of 14.00 feet; theme North 39 49' 2Jr hot, 40.00 feet to the True Point of Reg of tuft des - 16 cri hope; thence continuing North 390 Of 20" fast, 17 29.70 foot to the beginning of a tangent curves, cones" Northwastorly and having a radius of 775.00 feet; theape Nort"t rl along said curve a central aoga 18 of 28 58 ", a distant, of92Xest to a line 19 tangtat; theme North 10 50' 26" least along the s"d lisle tangents a distance of 199.18 feels[ to the 20 of a tangent curve, concave Southsasterly and a radius of 775.00 feet; theme i ort%easterlZ slog said 21 ocurve thr t toes central le of 26 5ii' 04 , a di.stancea tangent0 acid line tent being 22 parallel with and 20.00 feat Soathoastwly of the center- of Tustin Avenue, as showa as a Man of Tract go. 4%90 23 Rsaorded in Book 1740 pages 31 and 3,1.of Miscellaneous Maps, Records of said Orange County,, the Raoethseestarly terminus of 24 ;"Or d �ti:sizy :tt its ittf ersetet3On with the tsabel Avenue being 80.0 0 25 feet tiueaatrfrly prolongation of the said Northeasterly bare. 26 EXCEPTING TZlltbt8 RQM that porrAon of Northwesterly of a lino described as be ng parallel � with 27 and 30.00 feet Southeasterly of the said eouterline of 28 Tustin Avenue. 29 The Northwesterly line of the said 100.00 foot Strip of Land and the Resterly lies of the said Santa Isabel Avenue shall 30 be rounded with a tangent curve, coact" Northerly and eta► a radices of 30.00 feet. 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 of Misceptnsous MapN Records of said Orm�; 4oun ; thence Borth 39 49' 30" East the said can Raa: Avenue a distance of 472. fehti theme loth S0° ltl' 30" Tustin East ;ion a line measured at ": t lea to the last eentioned course, a distance of o:o0 t to the True � Point of �ismimg of this description; thence Borth 39 49' 30" East alot� a list parallel with and 30.00. feet Southeasterly of i6; said centerline of Tustin AWWWO, a distance of 157.98 4sst; thence South 50' 109.:30" fit. 20.93 feet to a poiso in the Northwesterly Use of the 100.00 foot Strip of Land hereinabove descrS*td in Parcel 1, said northwesterly line being on a curve, Concave Souttbo easterly and hsvlag a radius of 825.00 feat, a radial line from said point bears South 75 45". 58" East; theme I+th- westerly along said surw through, a central angle of 3 23' 36 ", a distance of 48.86 feet to a line t, s"d line ttengeat be the said Nogthwesterl li o Partial IQo. 1 hersinabove described; thence SoutK 1030 260 We along the -said line tangent a distance of 32.63 f 9{ thence Mori 79' 09' 34" West, 14.99 feet to the begsoni of a tangent curve, concave Southeasterly and having a radius of 90.00 feet; thecae Northwesterly and Westerly along said curve through a central angle of 610 00' 5601 a distance of 95.84 feet to the True Point of Beginning of this description. BtJMCT TO: All Covenants, Rights of Way and Easements of Record or apparent. Said eassamut is shown on Raub, Bain, Most b Associ eta• Drawing No. 98210 dated March 16, 1967, a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this referenan. Dated MAY 29 1967 19670 TO IRV= CMANY By R. L. Watson /s /. Vice Fresmat By R. S. Hetzel /s/ • s x+e rq (CORPORATE SEAL) STATE OF CALIFORNIA ) a as COMITY OF ORAN= ) on MAY 29 1967 1967„ before ewe, the undersigned, r said State, personally V�red R. L. WA SON knoaa to as to be the Pre• t, and 9. S. IIETZEL .W n known to we to be Assistant secretary or tne aorrggooration that executed the within instrument, known to we to be the persons who executed the within instrument on behalf of the corporation thereitn named, 2. �! 1 2 3 4 5 6 7 8. 91 10 11 12 13 14' 15 16 j 17 18 19 20 21 22 231 24 25 26 1 27 28 29 30 31 32 --now- -- i amd ackr4wlefted to we tint Sph corporation a the withla instruzwot pursuant to its. *-laws or a resolution of its board 0� 41it"ectos's, I- I MS my band and official seal* CAROLE J. ZnGRMAN Notary Public :A and for (NOTARIAL SEAL) said Copnty aid State CAROLE J. 21MERMAN My Commission Expires April 4, 1970 3. I Date TO: Finance Director FROM: City Clerk i SUBJECT: Contract Contract No.-.,-,,, Authorized by Resolution No.6578 adopted on June 12� 1967 Date Mayor and City Clerk executed Contract June 26, 1967 Effective date of Contract June 26. 1967 Contract with Griffith CmWny Address P 0 Box 195 Costa Mesa, California Brief description of Contract 6 -67, Amount of Contract $179,709 50 City Clerk Att: .2i N 1�Jl. . O� _j I 0 z L < w Z(D 0 Z 0 LLI I C4 N ME -1 =12029 MHOORCOWE Bum I C4 N L.7. Gj BG F.% w Q 0 Y S U Z O W UHF O L m w a L z N Z W um w wiz F — J Z0 ~ OZ FUW I � Z O j i � Q f ' 0 I i I I I .I I I' I i i 1� : G i Q 1 I: i F Z 'I i Z I Al r NJ\I YY'rn l7 Y' ��F � •E N ��I IV, i HIh� �y II w O it II' i j Q 0 Ij o w r- z _ a � F z 133 _ I > iii' a �I I w = yl � v .z Q w ~ FZ J z eV ( ow A�:I°'li n w a O O �Y U Z w w. U � Q �E-O© r? y n w pp a V N FLd U w G LLI LJ 4- G F - J ZU F OG F U w I if ON �IIIYSIIII ON I w d Lti Lu F- YiElaw C; U) Z Lli Nk- < Lu C) U A PA D cn t �?�, w Q 0 0 Y U Z W U 2 Q _jF-Om w a w ow z� �Uw l' Q W W d' JZ0 F 0 H U W Demo � u� Icouncl� JUNE 1219 1967 TO: CITY COUNCIL FIMR -6 s'1R FROM: PUBLIC WORKS DIRECTOR SUBJECT: FISCAL YEAR 1966 -67 COMBIPE D STREET IMPROVEMENTS, CONTRACT 1083 RECOMMENDATIONS: I. ADOPT A RESOLUTION AWARDING THE CONTRACT TO THE GRIFFITH COMPANY FOR $179,709.50 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. 2. ADOPT A RESOLUTION ACCEPTING EASEMENTS FOR STREETS HIGHWAYp AND LAND- SCAPING PURPOSES ON IRVINE AVENUE BETWEEN SANTA ISABEL AVENUE AND TUSTIN AVENUE. DISCUSSION: FOUR BIDS WERE RECEIVED IN THE OFFICE OF THE CITY CLERK AND OPENED AT 11:00 A.M. ON JUNE 5, 1967. THESE BIDS ARE SUMMARIZED BELOW: BIDDER PRICE GRIFFITH COMPANY COSTA MESA $179,709.50 SULLY- MILLER CONTRACTING CO. ORANGE $188,956.70 R.W. MCCLELLAN AND SONS INC. COSTA MESA $191,554.46 E.L. WHITE COMPANY GARDEN GROVE $1982680.89 THE LOW BID IS APPROXIMATELY 11% BELOW THE ENGINEERS ESTIMATE OF $202,840.35. THE LOW BIDDER HAS A REPUTATION FOR PERFORMING HIGH QUALITY CON- STRUCTION. HE HAS RECENTLY COMPLETED THE WIDENING OF JAMBOREE ROAD BETWEEN COAST HIGHWAY AND FORD ROADS AND ALSO PERFORMED THE WEST NEWPORT SAND REPLENISH- MENT CONTRACT IN 1965- THIS CONTRACT INCLUDES THE CONSTRUCTION OF SIX PROJECTS WHICH WERE LISTED SEPARATELY IN THE FY 66 -67 CAPITAL PROJECTS BUDGET. THE PROJECTS WERE COM- BINED INTO ONE CONTRACT TO MAKE THE PROJECT ATTRACTIVE TO THE LARGER CONTRACTORS AND TO TAKE ADVANTAGE OF THE LOW UNIT PRICES WHICH ACCOMPANY CONSTRUCTION IN LARGE QUANTITIES. THE COMBINATION SHOULD ALSO RESULT IN REDUCED ADMINISTRATIVE COSTS AS A RESULT OF THE ELIMINATION OF FIVE ADDITIONAL SEPARATE CONTRACTS. THE CONTRACT AWARD IS BASED ON THE TOTAL PRICE BID FOR THE ENTIRE PACKAGE. THE COMBINED CON- TRACT INCLUDING ENGINEERING WILL BE FUNDED AS FOLLOWS: T SUBJECT: CONTRACT 1083 PAGE 2 A. SOURCE CITY (SECTION 186.1 GAS TAX) ACCT. 019-3341+ -( ) CITY (WATER FUND) ACCT. #50- 9297-041 COUNTY ACCT. #26- 3341+ -( ) ABEL AVENUE TO T ESTIMATED COST #28,500 6,000 13,500 1 ,000 THIS PROJECT, WAS ORIGINALLY BUDGETED FOR FINANCING WITH SECTION 2107 GAS TAX �611DS• IT NOW APPEARS THAT THE USE OF SECTION 186.1 GAS TAX FUNDS RATHER THAN SECTION 2107 FUNDS WOULD SIMPLIFY THE ADMINISTRATION OF THE COMBINED PROJECT BECAUSE OF DIFFERENCES IN THE REPORTING PROCEDURES. WE THEREFORE RECOMMEND THE USE OF SECTION 186.1 GAS TAX FUNDS FOR THE ELIGIBLE PORTIONS OF THIS PROJECT. THE 2107 FUNDS WILL THEN BE REBUDGETED FOR USE WITH THE FY 1967-68 ARTERIAL HIGHWAY FINANCING PROGRAM PROJECT WHICH WAS APPROVED BY THE COUNCIL ON DECEMBER 12, .1966. TWENTY -FIVE THOUSAND DOLLARS IS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE STREET WORK. ADDITIONAL APPROPRIATIONS TO SET UP THE COUNTY SHARE OF THE WORKS TO PROVIDE FOR LOWERING OF THE WATER LINE, AND TO ADJUST THE STREET WORK APPROPRIATION,WILL BE NEEDED. SUFFICIENT 186.1 GAS TAX AND WATER FUNDS ARE AVAILABLE FOR THE ADDITIONAL'WORK REQUIRED. A BUDGET AMENDMENT 13 BEING SUBMITTED FOR COUNCIL CONSIDERATION. A COOPERATIVE AGREEMENT WITH THE COUNTY OF ORANGE PROVIDING COUNTY FUNDS TO FINANCE'ALL STREET WORK IN THE COUNTY WAS APPROVED BY THE COUNCIL ON MARCH 13, 1967- THE RIGHT -OF -NAY FOR THE PROJECT IS BEING DONATED BY THE 'IRVINE COMPANY IN RETURN FOR THE.CONSTRUCTION BY THE CITY OF ALL CURB TO .CURB STREET IMPROVEMENTS WHICH ARE`NORMALLY THE OBLIGATION OF AD- JACENT PROPERTY OWNERS. B. IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE To DOVER DRIVE THE�yTOOTAL ESTIMATED COST OF THE PROJECT, INCLUDING ENGINEERING 13 082000. FINANCING WILL BE AS FOLLOWS: ' i SUBJECTS CONTRACT I083 PAGE 3 ESTIMATED AMOUNT ADD'L FUNDS SOURCE COST BUDGETED REQUIRED CITY (SECTION 186.1 GAS TAX) ACCT. #19- 3379 -038 $21,672 $25,000 $ (1,328) CITY (STORM DRAIN WORK) accr. #02- 3497-133 26,328 68,000 $(41,672) CITY (WATER FUND) ACCT. #50- 9297-041 1,000 0 1,000 SCHOOL DISTRICT ACCT. #26- 3379 -( ) 23,E 0 21,000 CITY OF COSTA MESA AccT. #26- 3379 -( ) TOTAL 14 DOD $88;000 o 93� ,� 14 000 5$ C',�— COOPERATIVE AGREEMENTS HAVE BEEN EXECUTED WITH THE CITY OF COSTA MESA AND WITH THE NEWPORT -MESA UNIFIED SCHOOL DISTRICT.TO COVER CONSTRUCTION OF ITEMS IN THE 16TH STREET/IRVINE AVENUE INTER- SECTION AND ADJACENT TO THE HIGH SCHOOL. WATER FUNDS ARE REQUIRED FOR THE CONSTRUCTION OF AN EXTENSION TO THE EXISTING MAIN IN IRVINE AVENUE TO ALLOW FUTURE SERVICE TO THE UNDEVELOPED AREA NORTHERLY OF 16TH STREET WITHOUT CUTTING NEW PAVEMENT IN THE FUTURE. SUFFICIENT FUNDS ARE AVAILABLE. A BUDGET AMENDMENT IS BEING SUB- MITTED FOR COUNCIL CONSIDERATION, COVERING THE WATER FUND WORK AND SETTING UP THE COSTA MESA AND SCHOOL DISTRICT SHARES OF THE WORK. THE SPECIFICATIONS FOR THIS PORTION OF THE PROJECT PROVIDE THAT ALL WORK IN 16TN STREET MUST BE COMPLETED DURING THE SCHOOL VACATION PERIOD. IN ORDER TO FACILITATE THE CONSTRUCTION, 16TH STREET BE- TWEEN 'IRVINE AVENUE AND SEA GULL LANE MAY BE CLOSED TO THROUGH TRAFFIC FOR PORTIONS OF THE PERIOD FROM JUNE 15.TO SEPTEMBER 15, C. IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE THE TOTAL ESTIMATED COST OF THE PROJECT IS $23,500. OF THIS, WORK WITHIN THE COUNTY, TOTALING APPROXIMATELY $1105000 WILL BE FINANCED BY ORANGE COUNTY ACCORDING TO THE TERMS OF A COOPERATIVE AGREEMENT APPROVED BY THE COUNCIL ON NOVEMBER 28, 1966. ELEVEN THOUSAND, FIVE HUNDRED DOLLARS WILL BE FUNDED FROM SECTION 186:1 GAS TAX FUNDS. FUNDS IN THE AMOUNT OF $6,000 ARE PRESENTLY INCLUDED IN THE BUDGET. A BUDGET AMENDMENT IS BEING PRESENTED FOR COUNCIL CONSID- ERATION. SUFFICIENT UNAPPROPRIATED GAS TAX,FuNDS ARE AVAILABLE. AN ADDITIONAL $500 HAS BEEN DEPOSITED BY AN ADJACENT PROPERTY OWNER FOR CONSTRUCTION OF CURB, GUTTER AND A DRIVES APPROACH. THE ORIGINAL BUDGET WAS PREPARED BASED ON MINIMAL RECONSTRUCTION. RAPID DETERIORATION OF THE-STREET NOW DICTATES THAT THE STREET BE COMPLETELY RECONSTRUCTED. SUBJECT: CONTRACT 1083 PAGE 4 D. 6 41 THE TOTAL ESTIMATED COST OF.THESE GENERAL FUND PROJECTS IS $57,000. FUNDS IN THE AMOUNT OF $67V000 ARE AVAILABLE IN ACCOUNT NUMBERS 02- 3397-146s 02- 3397-151, AND 02- 3397-166. TWO of THE PROJECTS WERE BID BELOW THE AMOUNT BUDGETED. THE BID FOR THE THIRD, THE SANTIAGO/NOTTINGHAM SUBDRAIN, EXCEEDED THE BUDGETED AMOUNT BY APPROXIMATELY $30000. THIS APPARENTLY WAS THE RESULT OF SID UNBALANCING BY THE .CONTRACTOR. SINCE THE OVERALL COST OF THE THREE PROJECTS REPRESENTS A BUDGETARY.SAVING OF APPROXIMATELY $100000, IT IS PROPOSED TO MAKE UP THE DIFFERENCE IN THE SUBDRAIN BUDGET FROM THE EXCESS. THE ESTIMATED COMPLETION DATE FOR ALL CONSTRUCTION IS OCTOBER 151 1967- HTC:NAJ VL IN DIRECTOR ATTEST TO OPENING OF BIDS CITY CLERK SEALED BIDS will be received at the office of the'City Clerk, City Hall, Newport Beach, California, until 11:00 a.m., on the fifth day of June, 1967, at which time they will be opened and read, for erforming work as follows: FISCAL FEAR 1966 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 No bid will be received unless it is made on a proposal form furnished by the Public Works Department. Each bid must be accompanied by cash, certified check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The documents included within the seated bids which require completion and execution are the following: 1. - Proposal 2. Page 3 - Designation of Sub- contractors 3. Page 4 - Bidder's Bond 4. Page 9 - Non - collusion Affidavit 5. Page 10 - Contractor's Financial Status The documents shall be affixedwith the appropriate sfgnatures and titles of the persons signing on behalf of the bidder. For coyporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the Cor- porate Seal shall be affixed to all documents requiring signa- tures. In the case of a partnership, the signature of at ]east one general partner is required. All bids are to be compared on the basis of the Engineer's estimate. The estimated quantities are approximate only, being given solely as a basis for the comparison of bids. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Divi- sion 111 of Business and Professions' Code. The Contractor shall state his license number and classification in the propo- sal. Plans, Special Provisions, and Contract Documents may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non- refundable charge of $2.00 will be required for each set of plans, special Provisions, and contract documents for others. licensed contractors. It is requested that the plans rovisions be returned within 2 weeks after the bid 'A.non- refundable charge of $2.00 will be required of Newport Beach Standard Specifications. Rtype f Newport Beach reserves the right to re fkman waive any informality in such bids. e with the provisions of Section 1770 of 'a�ror s Council of the City of Newport Beach has as- general prevailing rate per diem wages in the, ich the work is to be performed for each craft or or mechanic needed to execute the contract and is set forth in Resolution No. 6519. A copy of said Resolution is available in the office of the City Clerk in the City of Newport Beach. The following is the schedule of revailing wage rates, 1966- 67, for a selective list of classifications. Together with the information included in Resolution No. 6519, this schedule is to be considered a part of these contract specifications. Prevailing Wage Rates _ 1966-67 Classification (Selective Listing) (517166) (5/1/67) Carpenters 4.83 Cement Mason Journeyman 4.60 4.84 Laborers General or Construction 3.70 3.85 Asphalt Raker & Ironer 3.91 4.06 Flagman 3.70 3.85 Guinea Chaser 3.78 3.93' laying of all non - metallic pipe 4.01 4.16 Tunnel (;lassifications Vibratorman, Jack Hammer, Pneumatic Tools, (except driller) 4.315 4.4445 0 erasing Engineers (711166). (7/1/67) Oiler and signalman (Group 1) 4.38 4.53 Ski , loader(Less %'yd.)(Group 2) 4.62 4.77 Rodman and Chairman (Group 3) 4.86 5.01 Instrumentman (Group 4) 4.97 5.12 Grade Checker (Group 5) 5.16 5.31 Pavement - breaker operator (Group 5) 5.16 5.31 Grade -all operator (Group 6) 5.26 5.41 A Teamsters (511166) (5/1/67) Dump Track Drivor (Less than 4yds) 4.35 4.50 Water truck driver (2500 gal. to 4000 gal.) 4.53 4.68 Buildin, and Construction trades (511166) (5/1/67) Bricklayer & Stone Mason 5.15 5.15 Electrician (711166) (7/1/67) Journeyman Wireman 6.11 6.55 (4/28/66) Lather 4.765 Painters (711166) (711167) Journeyman — Spray 5.22 5.33 Pi a trades Plumber 5.55 5.64 Any classification omitted herein shall be the prevailing craft rate, Overtime, Sunday and Holiday rates are at prevailing craft rates. CITY OF NEWPORT BEACH; CALIFORNIA Laura Lagios, City Clerk Publish: May 4, 1967, in the Newport Harbor Ensign P TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR 0 C -/00 APRIL 24, 1967 I -6 SUBJECT; FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS, CONTRACT 1083 RECOMMENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS* 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT IH OO A.M. ON JUNE 5, 1967- DISCUSSION: THIS CONTRACT WILL INCLUDE THE CONSTRUCTION OF SIX PROJECTS WHICH WERE LISTED SEPARATELY IN THE FY 66 -67 CAPITAL PROJECTS BUDGET. THE PROJECTS ARE BEING COMBINED INTO ONE CONTRACT TO TAKE ADVANTAGE OF THE LOW UNIT PRICES WHICH GENERALLY ACCOMPANY CONSTRUCTION IN LARGE QUANTITIES. THE COMBINATION SHOULD ALSO RESULT IN REDUCED ADMINISTRATIVE COSTS AS A RESULT OF THE ELIMINATION OF FIVE ADDITIONAL SEPARATE CONTRACTS. EACH PROJECT wILL BE SUSTOTALED SEPARATELYy HOWEVERO THE CONTRACT WILL BE AWARDED BASED ON THE TOTAL PRICE BID FOR THE ENTIRE PACKAGE. THE COMBINED CONTRACT WILL INCLUDE: A. THOS PROJECT WILL PROVIDE FOR THE CONSTRUCTION OF THE FIRST ONE - HALF OF A FOUR LANE DIVIDED EXTENSION TO IRVINE AVENUE., ELIMINATING THE TWn ReAHT— ANGLE -TURNS AT SANTA ISABEL. A CUL—DE —SAC WILL BE COXSTRUC'TED ON TUSTIN AVENUE SOUTHERLY OF THE MERGING PO&INIT OF THE NEW.RGADWAY WITH TuSTON AVENUE. THE SECOND HALF OF THE IMPROVEMENT WILL BE BUDGETED FOR CONSTRUCTION IN FY 67 -68. __.... THE CONSTRUCTION OF THE ROADWAY WILL REQUIRE LOWERING OF APPROXI- MATELY 285 FEET OF EXISTING WATER MAIN IN ORDER TO MAINTAIN ADEQUATE EARTH COVER OVER THE LINE.- THIS WAS NOT EXPECTED WHEN THE ORIGINAL BUDGET WAS PREPARED. THE TOTAL ESTIMATED COST 'L�iF THE PRO - JECTy INCLUDING ENGINEERINGy IS 48..000. FIMANk;iNG WILL BE PRO- VIDED AS FOLLOWS: c-f It! oa A•M .� Ia 6 7 SUBJECT% CONTRACT 100 SOURCE CITY (SECTION 186.1 GAS TAX) ACCT. #19 °3344 -( ) CITY (WATER FUND) ACCT. #50 °9297041 COUNTY ACCT. #26 =3344 -( ) toPAGE 2 ESTIMATED COST $28 .,500 6,000 139500 9000 THIS PROJECT WAS ORIGINALLY BUDGETED FOR FINANCING WITH SECTION 2107 GCS TAX FUNDS. IT NOW APPEARS THAT THE USE OF SECTION 186.1 GAS TAX FUNDS RATHER THAN SECTION 2107 FUNDS WOULD SIMPLIFY ADMINISTRATION OF THE COMBINED PROJECT BECAUSE OF DIFFERENCES IN THE REPORTING PROCEDURES. WC THEREFORE RECOMMEND THE USE OF SECTION 186.1 GAS TAX FUNDS FOR THE ELIGIBLE PORTIONS OF THIS PROJECT. THE 2107.FUNDS WILL THEN BE RESUDGETED FOR USE WITH THE FY 1967•68 ARTERIAL, HIGHWAY FINANCING PROGRAM PROJECT WHICH WAS APPROVED BY THE COUNCIL ON DECEMBER 129 1966. THE SUM OF $259000 IS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE STREET WORK. ADDITIONAL APPROPRIATIONS To SET UP THE COUNTY SHARE OF THE WORK; TO PROVIDE FOR LOWERING OF THE WATER LINE; ANDS IF NECESSARY,, TO ADJUST THE STREET WORK APPROPRIATION WILL BE NEEDED. SUFFICIENT 186.8 GAS TAX AND WATER FUNDS ARE AVAILABLE FOR THE ADDITIONAL WORK REQUIRED. A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS WHEN SPECIFIC FUNDING REQUIREMENTS ARE KNOWN. A COOPERATIVE AGREEMENT WITH TAE COUNTY OF ORANGE PROVIDING COUNTY FUNDS TO FINANCE ALL STREET WORK ;N THE COUNTY WAS APPROVED BY THE COUNCIL ON MARCH 139 1967. B. IMPROVEMENT OF 16Tm STREET FROM IRy mE AVENUE To DOVER DRIVE THIS PROJECT WILL PROVIDE FOR THE RECONSTRUCTION OF ISTH STREET AND THE INSTALLATION OF A STORM DRAIN FROM IRVINE AVENUE To SEA GULL LANE. CATCH BASINS WILL BE INSTALLED AT THE 16TH STREET91RVSNE AVENUE INTERSECTION. IN ADDITION., THE STREET WILL BE WIDENED ON THE SOUTHERLY SIDE FROM IRVINE AVENUE TO DOVER DRIVE. BIGHT -OF -WAY FOR THE WIDENING HAS BEEN RECEIVED FROM THE SCHOOL DISTRICT BETWEEN IRVINE Av'WNUE AND SEA GULL LANE. A 12-FOOT EASEMENT IS NOW BEING PROCESSED FOR THE WIDENING BETWEEN SEA GULL LANE AND DOVER DRIVE. THIS WILL BE SUBMITTED TO THE COUNCIL FOR ACCEPTANCE PRIOR TO AWARD OF THE CONTRACT. COOPERATIVE AGREEMENTS HAVE BEEN EXECUTED WITH THE CITY OF COSTA MESA AND WITH THE NEWPORT -MESA UNIFIED SCHOOL DISTRICT TO COVER CONSTRUCTION OF ITEMSIN THE 16TH STREET/IRVINE AVENUE INTERSECTION AND ADJACENT TO THE HIGH SCHOOL. WATER FUNDS ARE REQUIRED FOR THE CONSTRUCTION OF AN EXTENSION TO THE EXISTING MAIN IN IRVINE AVENUE TO ALLOW FUTURE SERVICE TO THE UNDEVELOPED AREA NORTHERLY OF 16TH STREET WITHOUT CUTTING NEW PAVEMENT IN THE FUTURE. SUFFICIENT FUNDS ARE AVAILABLE. WHEN BIDS ARE RECEIVED, A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION, COVERING THE WATER FUND WORK AND SETTING UP THE COSTA MESA AND SCHOOL DISTRICT SHARES OF THE WORK. THE SPECIF.ICATIONS FOR THIS PORTION OF THE PROJECT PROVIDE THAT ALL WORK IN 16TH STREET NUST BE COMPLETEC DURING THE SCHOOL VACATION PERIOD. C. IMPROVEMENT OF PLACENTIA AVENUE: AT PRODUCTION PLACE PLACENTIA AVENUE WILL BE RECONSTRUCTED FROM APPROXIMATELY 300 FEET NORTHERLY OF 15TH STREET TO THE NORTHERLY CITY BOUNDARY. FOUR TRAVEL LANES PLUS TWO PARKING LANES WILL BE CONSTRUCTED ALONG THE COUNTY PORTION WHERE A FULL 80 FEET OF RIGHT -OF -WAY IS AVAILABLE. WITHIN THE CITY ONLY 70 FEET OF RIGHT -OF -WAY IS AVAILABLE, AND ONLY THREE LANES OF PAVING WILL BE CONSTRUCTED AT THIS TIME. SINCE COSTA MESA DOES NOT PLAN TO IMPROVE PLACENTIA AVENUE NORTH OF VHE CITY, BEYOND THE TWO TRAVEL LANES PRESENTLY AVAILABLE, FOR SEVERAL YEARS, IT IS NOT CONSIDERED DESIRABLE TO ACQUIRE ADDITIONAL RIGHT -OF -WAY IN THE CITY AT THIS TIME. THE STREET WILL BE STRIPED TO PROVIDE TWO LANES SOUTHBOUND AND ONE LANE NORTHBOUND IN CONSONANCE WITH ADJACENT IMPROVEMENTS. SUBJECT: CONTRACT 1083 PAGE 3 4F THE TOTAL ESTIMATED COST OF THE PROJECT, INCLUDING ENGINEERING IS W4,000. FINANCING WILL BE AS FOLLOWS: ' ESTIMATED AMOUNT ADD'L FUNDS SOURCE COST BUDGETED REQUIRED CITY (SECTION 186.1 GAS TAX) ACCT. #19- 3379 -038 $239950 $25,000 $ (0,050) CITY (STORM DRAIN WORK) AccT. #02 -3497 -133 42,000 680000 (262000) CITY (WATER FUND) ACCT. #50- 9297 -o41 1,050 _ 0 1,050 SCHOOL DISTRICT ACCT. #26- 3379 -( ) 23,000 0 21-000 CITY OF COSTA MESA ACCT. #26- 3379 -( ) TOTAL. 04 000 $0o +v'boo 0 93,000 14 o0o 10,000 COOPERATIVE AGREEMENTS HAVE BEEN EXECUTED WITH THE CITY OF COSTA MESA AND WITH THE NEWPORT -MESA UNIFIED SCHOOL DISTRICT TO COVER CONSTRUCTION OF ITEMSIN THE 16TH STREET/IRVINE AVENUE INTERSECTION AND ADJACENT TO THE HIGH SCHOOL. WATER FUNDS ARE REQUIRED FOR THE CONSTRUCTION OF AN EXTENSION TO THE EXISTING MAIN IN IRVINE AVENUE TO ALLOW FUTURE SERVICE TO THE UNDEVELOPED AREA NORTHERLY OF 16TH STREET WITHOUT CUTTING NEW PAVEMENT IN THE FUTURE. SUFFICIENT FUNDS ARE AVAILABLE. WHEN BIDS ARE RECEIVED, A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION, COVERING THE WATER FUND WORK AND SETTING UP THE COSTA MESA AND SCHOOL DISTRICT SHARES OF THE WORK. THE SPECIF.ICATIONS FOR THIS PORTION OF THE PROJECT PROVIDE THAT ALL WORK IN 16TH STREET NUST BE COMPLETEC DURING THE SCHOOL VACATION PERIOD. C. IMPROVEMENT OF PLACENTIA AVENUE: AT PRODUCTION PLACE PLACENTIA AVENUE WILL BE RECONSTRUCTED FROM APPROXIMATELY 300 FEET NORTHERLY OF 15TH STREET TO THE NORTHERLY CITY BOUNDARY. FOUR TRAVEL LANES PLUS TWO PARKING LANES WILL BE CONSTRUCTED ALONG THE COUNTY PORTION WHERE A FULL 80 FEET OF RIGHT -OF -WAY IS AVAILABLE. WITHIN THE CITY ONLY 70 FEET OF RIGHT -OF -WAY IS AVAILABLE, AND ONLY THREE LANES OF PAVING WILL BE CONSTRUCTED AT THIS TIME. SINCE COSTA MESA DOES NOT PLAN TO IMPROVE PLACENTIA AVENUE NORTH OF VHE CITY, BEYOND THE TWO TRAVEL LANES PRESENTLY AVAILABLE, FOR SEVERAL YEARS, IT IS NOT CONSIDERED DESIRABLE TO ACQUIRE ADDITIONAL RIGHT -OF -WAY IN THE CITY AT THIS TIME. THE STREET WILL BE STRIPED TO PROVIDE TWO LANES SOUTHBOUND AND ONE LANE NORTHBOUND IN CONSONANCE WITH ADJACENT IMPROVEMENTS. • • SUBJECT: CONTRACT 1083 PAGE 4 THE ESTIMATED COST OF THE PROJECT IS $23,,500." OF'THISO ALL WORK WITHIN THE COUNTYO TOTALING APPROXIMATELY $11,500, WILL BE FINANCED BY ORANGE COUNTY ACCORDING TO THE TERMS OF A COOPERATIVE AGREEMENT APPROVED BY THE COUNCIL ON NOVEMBER 28 1966. THE REMAINING $12 .,000 WILL BE FUNDED FROM SECTION 19.1 GAB TAX FUNDS. FUNDS IN THE AMOUNT OF $6,000 ARE PRESENTLY INCLUDED IN THE BUDGET. A BUDGET AMENDMENT WILL BE PRESENTED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS. SUFFICIENT UNAPPROPRIATED GAS TAX FUNDS ARE AVAILABLE. THE ORIGINAL BUDGET WAS PREPARED BASED ON MINIMAL RECONSTRUCTION. RAPID DETERIORATION OF THE STREET NOW.DICTATES THAT THE STREET BE COMPLETELY RECONSTRUCTED. D. RECONSTRUCTION OF STREETS IN ANNIVERSARY ESTATES E. THE EXISTING STREETS IN THIS TRACT ARE GENERALLY IN VERY POOR CON- DITION. TH15 PROJECT WILL ALLOW COMPLETE RECONSTRUCTION OF THE MAJORITY OF THE STREETS AND RESURFACING OF THE REMAINDER. Two CATCH BASINS WILL BE CONSTRUCTED TO IMPROVE THE DRAINAGE. THE ESTIMATED COST OF THE PROJECTg INCLUDING ENGINEERWG'IS $4O90DOg $51000 IS PRESENTLY AVAILABLE IN ACCOUNT 102- 3397-o46. THE COST OF THIS WORK WAS REDUCED CONSIDERABLY FROM THE ORIGINAL ESTIMATE BECAUSE SOILS TESTS DISCLOSED A MORE ECONOMICAL METHOD OF CON- STRUCTION UTILIZING LIME TREATED SUBBASE, WAS FEASIBLE. INVESTIGATION OF PAVEMENT FAILURES AT THE INTERSECTION OF SANTEAGO DRIVE AND NOTTINGHAM ROAD HAS DISCLOSED THAT CONSIDERABLE SUBSURFACE WATER IS REACHING THE INTERSECTION AND IS SATURATING THE SUOGRADEg CAUSING FAILURES. IT IS FELT THAT THE BEST METHOD OF CORRECTING THE PROBLEM IS TO EXTEND AN EXISTING SUBDRAIN IN SANTIAGO APPROXI- MATELY 250 FEET TO NOTT -INHAM ROAD AND THENCE NORTHWESTERLY ON NOTTINGHAM APPROXIMATELY 100 FEET. A SIMILAR SUBDRAIN WAS INSTALLED IN IRVINE AVENUE SOUTHERLY OF 23RD STREET SEVERAL YEARS AGOG AND HAS PROVEN TO BE VERY EFFECTIVE. INFORMAL-BIDS WERE RECEIVED FOR THIS PROJECT ON FEBRUARY 20 1967. THE LOW BID WAS $6,286.18. TNIB EXCEEDED THE LIMIT ESTABLISHED FOR INFORMAL CONTRACTS AND NO AWARD WAS MADE. THE PROJECT IS BEING INCLUDED IN THIS COMBINED CONTRACT IN ORDER TO TAKE ADVANTAGE OF ANY POSSIBLE SAVINGS WHICH MAY RESULT. FUNDS IN THE AMOUNT OF $4,Ooo ARE AVAILABLE ,IN ACCOUNT 02- 3397 -166. A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION IF THE SID RECEIVED FOR THE PROJECT EXCEEDS THE AMOUNT AVAILABLE. F. IMPROVEMENT TO CLIFF DRIVE THIS PROJECT INCLUDES PATCHING AND RESURFACING OF 500 FEET OF THE ROAD IN THE,VICINITY OF BEACON AND SAN BERNARDINO STREETS. CURB SUBJECT: CONTRACT 1053 PAGE 5 AND GUTTER WILL BE CONSTRUCTED FOR 400 FEET ADJACENT TO THE PARK AND THE ROAD WIDENED UNIFORMLY AROUND THE CURVE BETWEEN BEACON AM SAN BERNARDINO STREETS. A NEW CATCH BASIN AND OUTLET PIPE WILL BE BUILT TO HANDLE THE STORM WATER RUNOFF. BROKEN CURBS AND AN ALLEY APPROACH WILL ALSO BE REBUILT. THE ESTIMATED COST OF THE PROJECT IS $10 2000. FUNDS IN THE AMOUNT OF $12.,000 ARE PRESENTLY AVAILABLE IN ACCOUNT #02- 3397 -951. TNE.ESTIMATED COMPLETION DATE FOR ALL WORK IS OCTOBER 15., 19670 THE ESTIMATED CONSTRUCTION COST FOR ALL WORK IN THE CONTRACT IS $213 ,,OOO. THE TOTAL ESTIMATED COST,, INCLUDING ALL ENGINEER' SURVEYING., SOILS TESTING., ETC. IS $234 .,OOO: 1 J SEPN tYLIN P BLIC DIRECTOR NTCPNAJ SUBJECT: CONTRACT 1083 PAGE 5 AND GUTTER WILL BE CONSTRUCTED FOR 400 FEET ADJACENT TO THE PARK AND THE ROAD WIDENED UNIFORMLY AROUND THE CURVE BETWEEN BEACON AND SAN BERNARDINO STREETS. A NEW CATCH BASIN AND OUTLET PIPE WILL BE BUILT TO HANDLE THE STORM WATER RUNOFF. BROKEN CURBS AND'AM ALLEY APPROACH WILL ALSO BE REBUILT. THE ESTIMATED COST OF THE PROJECT IS $101000. FUNDS IN THE AMOUNT OF $1,21000 ARE PRESENTLY AVAILABLE IN ACCOUNT 102- 3397 -151. THE .ESTIMATED COMPLETION DATE FOR ALL WORK IS OCTOBER 151 1967- $ THE ESTIMATED CONSTRUCTION COST FOR ALL WORK IN THE CONTRACT IS $2131000. THE TOTAL ESTIMATED COST, INCLUDING ALL ENGINEER$ SURVEYING$ SOILS TESTING, ETC. IS $234,DOo• 1 � J SEPH . DEVLIN P BLIC WO KS DIRECTOR HTC:NAJ