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Assessment District 6803 - Green Street Improvement District
RT°;CARDED 6t:TURN TO: 11 ➢ /0RECORDED AT AT REQUEST OF C •1 Y OF HUNTING]'UN ---.,-H CITY or 4UNTINGTON BEACH Office of the City CI�rI< � IN OFFS CIA'_ RECORDS OF P. O. BOX 190 uRANC,== CO'.!NTY, CALIF. Huntington Beach, Calif. 92648 CB 9;05 r+;vi ,;A., r _? 1970 I. WYLIE CARLYLE, County Recorder RESOLUTION NO. j1 RESOLUTION ABANDONING PROCEEDINGS ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA WHEREAS, the City Council of the City of Huntington Beach, State of California, upon conclusion of the hearing held in this matter by said City Council on January 5 , 1970, has de- termined that the owners of 54. 1 _percent of the Area of the property liable to be assessed for the proposed improvements in this assessment district have filed objections to said pro- posed work and improvements and the assessment of their property therefor; and WHEREAS, said City Council has determined that it does not have jurisdiction to proceed further in the formation of this assessment district in view of said majority protest: NOW, THEREME, BE IT RESOLVED by the City Council of I . the City of Huntington Beach, State of California, in regular session assembled, that all proceedings heretofore had and taken by said City Council under and pursuant to the Special Assessment Investigation, Limitation and Majority Protest Act of 1931 , and the Improvement Act of 1911 for the aforesaid work and improvement be and the same hereby aresbandoned. - - BE IT _FURTHER RE-SALVED that' 'e City Clerk shall forth- with record' a certified copy of this -resolution of abandoranent -1- Boni 9196 928 k with the County Recorder of the County of Orange, State of Calif- ornia, in accordance with the provisions of Section 3117 of the Streets and Highways Code of the State of California . f ADOPT=D the 19th day of January, 1970, ATTE I Fy_ %V 'i *1f booK 9 196 F.*929 STATE OF CALIPOANIA C0[1 M Cr OItAI Z sot CITY ov HmneToN Bum) I, PAUL C. JONES, the duly elected, qualified and Y. acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole nimber of ambers of. the City Council of the City of r Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the ambers of said City Council at a regular meeting thereof held on the 19th day of January, 1970, by the following vote: AYSS: COUNCILMiN: Bartlett McCracken Kaufman Matney, Coen, Green IMX$: COUNCILMEN: None ASSENr: COUNCILMEN: Sh' nl v C z City / rt, 'g IV t k+, "3uT A -3- _ �ocK9196 930 CC B R..� I F._I C6 T E . I, PAUL C, JONES, City Clerk of the City of Huntington Beach, State of California , do hereby certify that the foregoing Ls a full, true and correct copy of Resolution No. 3115 adopted by the City Council of &aid City of Huntington Beach, State of California, on January 19, 1970, that its Resolution . of Intention Number 3071 was adopted November 3, 1969, and that the map shoving the proposed boundaries of said assessment district was filed with the County Recorder of Orange County, California on November 6, 1969 in Book 3634, Pages 29, 30, and 31 of Maps of Assessment Districts. DATED: January 20, 1970. CLty Clerke City of Huntington Beach, County of Orange, State of California . TIME SCHEDULE • ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA DATE RESOLUTION Engineer _of- 10-20-69 3058 Resolution appuint-in _ 10-20-69 3059 Resolution appointin,; attorney 10-20-69 3060 Resolution designating newspaper 11-3-69 RECEIVE ASSESSMENT DISTRICT M" 11-3-69 _ .3D,/9 Resolution approving assessment district map 4- 11-449 File assessment district map in office of County Recorder DATE OF FILING INSTRUMENT NO. MAP BOOK PAGE 10-2.0-+.69 3061 Resolution fixing liquidated damages 10-20-69 3062 Resolution ordering plans , specifications , diagram and estimate of costs 11-3-69 RECEIVE' PLANS, SPECIFICATIONS AND ESTIMATE OF COSTS. 1 ,� •$g ,� p 7d Resolution approving plans and specifications '. 10-20-49 3 Resolution declaring general nature of work and ordering. Investigation Report RECEIVE 1WRSTWxa1ON REPORT 3064 Resolution approving Investigation Report HEARING DATE. 06CHMER 159 1969 .•14-E9 Clerk mails notices .re Investigation Report Clerk files :affidavtt-`of mailing IC BA 15 f 1969„ HEARING ON- REPORT (SVMM0IZE REPORT) �n 12-15469 Resolution determining public interest " and Waiving Debt Limitations (4I5-V OrE) 11-3-69 -, D7/ Resolution of Intention HEARING DATE: DECEMBER 15 , 1969 11-3-69 D 7 - Resolution re prevailing wage rates 11-3-69 Resolution calling for bias BIDS TO BE RECEn'r':) : NXEMM 14 1969 HOUR: 9: 00 o'clock A.M. PLACE: CITY CLERK'S OFFICE 11-13-69 and Clerk publishes notice inviting 11-20-69 bids Clerk .Giles affidavit of publicatic 11-14-69 Clerk posts notice inviting bids Clerk files affidavit of posting 11-14-69 \ Clerk mails notices re resolution of intention Clerk files affidavit of mailing 11-13-69 and Clerk publishes resolution of 11-20-69 intention Clerk files affidavit of publication 11-28-69 Superintendent posts notices of improvement Superintendent files affidavit of posting 12-15-69 City _Clerk receives bids DECEMBER 159 1969 HEARING ON RESOLUTION OF INTENTION 12-15-69 Resolution ordering work 12-15-69 Resolution awarding contract 12-18-69 and Clerk publishes notice of award 12-25-69 of contract Clerk. files affidavit of publicatio 12-18-69 Clerk records notice of award of contract DATE OF RECORDING INSTRUMENT NO. 12-29-69 Last day 3/4 .of owners may elect to do work - E 12-29-69 Last day objections may be filed 1-12-1970 Payment of incidental expenses to date 1-12-1970 Last day contract may be signed 1-27-1970 WORK TO BEGIN 1 January 7, 1970 Sully-Miller Contracting Co. P.O. Box 432 Orange, California 92667 Gentlemen: The City Council of Huntington Beach, at its regular meet- ing held Monday, January S, 1970, rejected all bids in Assessment District No. 6803 and directed the preparation of a resolution abandoning proceedings . DWe are returning herewith, your bid bond which was submitted with your proposal for the construction in Assessment District No. 6803. We would like to take this opportunitq to thank you for your interest in submitting a proposal. Sincerely yours, Paul C. Jones City Clerk PCJ:aw Enc. I January 7, 1970 The Javelin Construction Co. 280 Wilshire Avenue, Suite 107 Anaheim, California 92801 Gentlemen: The City Council of Huntington Beach, at its regular meet- ing held Monday, January 5, 1970, rejected all bids in Assessment District No. 6803 and directed the preparation of a resolution abandoning proceedings . DWe are returning herewith, your bid bond which was submitted with your proposal for the construction in Assessment District No. 6803. We would like to take this opportunity to thank you for your interest in submitting a proposal. Sincerely yours, Paul C. Jones City Clerk PCJ:aw Enc. January 7, 1970 Coxco, Inc. P.O. Drawer C Stanton, California 90680 Gentlemen: The City Council of Huntington Beach, at its regular meet- ing held Monday, January 5, 1970, rejected all bids in Assessment District No. 6803 and directed the preparation Dof a resolution abandoning proceedings. We are returning herewith, your bid bond which was submit0ed ^*th your proposal for the construction in Assessment District No. 6803. We would Like to take this opportunity to thank you for your interest in submitting a proposal. Sincerely yours, Paul C. Jones City Clerk PCJ;aw Enc. CITY OF HUNTINGTON BEACH, CALIFORNIA BID SUMMARY SHEETyFOR:G >(� 5�, E�i?C� Si., /�c:/"�/3C�/fcl) J;,.t�l'4M(�c' -F /11 h �'L�'c -5 BIDS OPENED 19 � ENGINEER'S ESTIMATE$ �/� 9/ :re, � CC 4k h r (.7-oxCC . -Ti vic Itv, B I D D E R S No. ITEM OF WORK Quantity Unit Price Amount Price Amount Price Amount Price Amount Price Amount Price Amount lk %,vs /s"`=' i.�i5c- t� 37 7 5 7 �.C': 'E/t-1^v'A c_ /, Gam' S •` �z� C; � /J.-� /C IQ 27 /. �) "7 =7� .41C. _••r� :� I� � (y �'�'- :1 - 47 :-r CC' irk': � 141 TOTALS $ $ $ $ $ $ CITY OF HUNTINGTON BEACH9 CALIFORNIA . BID SUMMARY SHEET FOR: J y llq.Z/. (Og'o a `,Q� BIDS OPENED /2 -/S. 19.(C,9 ENGINEER'S ESTIMATE$ CC # B I D D E R S No. ITEM OF WORK Quantity Unit Price Amount Price Amount Price Amount Price Amount Price Amount Price Amount 70. too 374 i i � I ys I I Y i TOTALS $/,775 03,s" $ $13cl, 'S� $ $�`��� 17� I $ 7:r, - - f SPECIFICATIONS FOR GREEN STREET, PEARCE STREET BOLSA CHICA STREET AND MILO STREET ASSESSMENT DISTRICT NO. 6803 CITY OF HUNTINGTON BEACH ORANGE COUNTY, CALIFORNIA NOVEMBER 3 , 1969 S Deposit $5.00 NO REFUND TO BIDDERS I N D E X PAGE PROPOSAL la INFORMATION REQUIRED OF BIDDERS 6a SUBCONTRACTING LISTING 7a AGREEMENT 8a GENERAL SPECIFICATIONS 1-14 SPECIAL PROVISIONS Section 1 CONSTRUCTION DETAILS-GENERAL 1-01 General Description of Work 15 • 1-02 Estimated Quantities 15 1-03 Specifications 16 1-04 Plans 16 1-05 Materials 17 1-06 Responsibility for Material Furnished by 17 the Owner 1-07 Testing 17 1-08 Inspection 18 Section 2 CONSTRUCTION DETAILS-WATER SYSTEM 2-01 Asphalt Concrete Pipe 19 2-02 Specials and Fittings 19 2-03 Gate Valves 19 2=04 Fire Hydrant 20 2-05 Valve Box 20 2-06 Handling Pipe and Accessories 20 2-07 Alignment and Grade 20 �- 2-08 Excavation and preparation of Trench 21 2-09 Preparation of Trench Bottom and Laying 22 A.C. pipe 2-10 Setting Valves , Valve Boxes , Fittings 23 and Blow-Offs 2-11 Hydrostatic Tests 24 2-12 Backfilling of Excavation 25 2-13 Cutting and Replacing Street Surfaces , 26 Concrete, Etc. 2-14 Chlorination of Completed Pipe Lines 27 2-15 Special Qualifications 27a 1, SPECIAL PROVISIONS, CONTINUED PAGE Section 3 CONSTRUCTION DETAILS-SEWER SYSTEM 3-01 Excavation 28 3-02 Backfill 30 3-03 Piping and Structures 31 3-04 Pipe Laying 34 3-05 Manholes , Junction Chambers 35 3-06 Test for Leakage 35 3-07 Cleaning Pipeline 36 Section 4 CONSTRUCTION DETAILS-STREETS 4-01 Clearing and Grubbing 37 4-02 Watering., 37 4-03 Asphalt Concrete Pavement Removal 37 4-04 Excavation and Subgrade Preparation 37 4-05 Aggregate Base 38 4-06 Prime Coat 38 4-07 Paint Binder 38 4-08 Asphalt Concrete 39 4-09 Seal Coat 39 4-10 Finishing Roadway 39 4-11 Water Valves to be adjusted to Grade 39 4-12 Traffic Control 39 4-13 Concrete Curbs , Curb and Gutter and Cross 40 Gutters Section 5 PAYMENT 41 5-1 General r (Published FW=tbington 8080h !News Nov. 13, IWsv.1 S, 196p} P R O P O S A L Knee tNVITMO 'MUM,DIGS A SMEN7 DISTRICT INO^ 6003 OF I NE AVER k\ ,O .�or��A�,O� whose address is ��( \�,`�����Z.�.-. Ut. = l?� F VD-1 fi: H%3 \Ae_ to furnish and deliver all materials and to do and perform all work in accordance with the specifications and contract .of the Superintendent of Streets of the City of Huntington Beach, California, for the con- struction of: The work as shown on the plans and described in the Specifications and Special Provisions of Assessment District No. 6803. TO THE HONORABLE COUNCIL OF THE CITY 'OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned bidder has carefully examined the provisions of the' Improvement Act of 1911 , the form of contract , the general con- ditions , the Specifications , the Special Provisions and the Plans for the construction of: Assessment District No. 6803. Herein before described and referred to in the "Notice In- viting Sealed Bids" inviting proposals on such work dated and also the site of the work, and will provide all necessary mac�z- inery, tools , apparatus and other means of construction and do all the work and furnish all material called for by said specifications , general conditions , special conditions , and drawings in the manner prescribed therein and in said contract and in accordance with the reauirements of the Engineer under them. The undersigned bidder understands that the quantities of work as shown therein are approximately only and are subject to in- creases or descreases and offers to do the work whether the quantities are increased or decreased at the unit prices stated in the following schedule: Approx. . Unit Quantity Item with Unit Prices Written in Words Price Total 1 Clearing, Grub ng, Remo al Ob- Lump structions at CJve�t� 00 Sum Per L. S. 75 co -la- HUN11NGfUN BEACH, CALI1-UKN1A NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California hereby invites sealed bids and proposals for the improvement of the streets and rights of way in - Assessment District No. 6803 in the City' of Huntington Beach, California, as des- cribed in Resolution of Intention No. 3071 of said City Council adopted November 3, 1969, to which reference is hereby nade for a description of said work and improvement, the grade to which it is to be done, the district to be assessed to._-.. .. -- pay the cost and expenses thereof, the bonds to be issued, and for all further oarticulars therein contained. Reference :s hereby further made to the plans and specifications and detailed drawings for said work and improvement on file in the office of the City Clerk of said City of Huntington Beach, in accordance with I which said work shall be done. NOTICE IS FURTHER GIVEN that saic ity Council has heretofore determined f the prevailing rate of per diem wages for the doing of said work, which said scale of wages is contained in the sched- ule thereof set forth in Resolution No. 3020 adopted July 7, 1969 and on file in the office of the City Clerk of said City if Huntington Beach. NOTICE IS FURTHER GIVEN that there are not now any estimated costs for the acquisition of easements and rights of way required in this improvement dis- trict. j All proposals or bidsi shall be accom= oanied by cash, a cashier's check, or a certified check payable to said City of Huntington Beach, for an amount which shall be not less than ten percent (10%) of the aggregate of the proposal, or by bond for that amount and so payable. al ned by the bidder and two sureties, who shall justify before any officer com- 3etent to administer an oath, in double .hat amount, and over and above all; statutory exemptions, or by a corporate I surety bond to the satisfaction and ap-!f aroval of said City of Huntington Beach. Said sealed bids or proposals shall be e delivered to the City Clerk of said City of Huntington Beach on or before Mon-, Jay, the 15th day of December, 1969 at ;he hour of 9:00 o'clock A.M: of said day A the office of said City Clerk, City call, Huntington Beach, California. Said sealed proposals or bids shall be opened, 3xanained and declared by the City Clerk. he City Attorney, and the Director of >ublic Works of said City of Huntington 3each at a public meeting called for, :hat purpose by said City Clerk, City lttorney, and Director of Public Works n the City Hall, Huntington Beach, Cali- ornia at 9:00 o'clock A.M. on Monday, he 15th day of December, 1969, and the esults of said bidding will be reported o the City Council of said City of Hunt- ngton Beach at its regular meeting to )e held on Monday, the 15th day of December, 1969 at the hour of 7:30 )'clock P.M. in the council chambers in he City Hall of said City of Huntington 3each, and shall be acted upon by said Jty Council at their said regular meeting ----- -- " )f December 15, 1969. Said City Council reserves the right o reject any and all bids and proposals hould it deem this for the public good nd also the bid of any bidder who has)- een delinquent or unfaithful in any Armen contract with said City of Hunt- igton Beach. DATED: November 13, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California Approx. Unit Quantity Item with Unit Prices t,%iritten in Words Price Total 2 . Excavation coma_ lete at. Cu.Yds . Per C.Y. _3. A.C. complete in place at Tons /1/,�l/E ��o t,�.a4 --+ tier Ton �, �v .7Z 90,a ,/ i' A. C. Removal at �10 5 0 Sq. Ft. <�.f/j-:7 Per S . F. 5� 5 . A.C. Berm 6" complete at 85 av Lin. Ft. -�l�/J �t�G t_ Per L.F.. ac7 / 70.`._.... 6 . A..B. complete in Dlace at Tons �G,-'4i It- �/i=7'� ��/o sper Ton ��-� /� 77-go—" — 4 7 . Compaction complete at (� r.' 18 �— C/a,", Sq , Ft. %lei= ��(/� '—_____ per S ..F. �� �� 7�- 8. Seal Coat complete in place at ----- 3. 1 Tons �/�� /r�/�//_71Zn Zbce;y./f3Per Ton /Od 9 . Prime Coat complete in place at 1 . 5 <--- a D TonsGG���per Ton 10 . Conc.Curb 8 Cutter, complete 0c7 318 3 vo f 27�� F Line . Ft• . � � )GG�¢/2 Per L.F . �, Cj' 11 . Conc.Cross Cutter, complete _ _ � pU 2080 Sc . Ft. Per S . F. -2a Approx. Unit Quantity Item with Unit Prices 13ritten in Words price Total 12. 8"V.C.P.Sewer Main complete 2658 Lin. Ft. Per L.F. , 13. 4"VCP Sewer Lateral,complete Lin.,Ft. Per L.F. 14. Std.Sewer M.H. complete at - Each �- p �/24A- 1 l/D�EI> �C��S Per Ea. AGO, -5�9Do 15. Std. Lamp Hole complete at EACH /�fX/.2 �(/O,��rDGG�/ZS Per Ea. 16 . 8"AC 14ater Main Complete at 2220i Lin. Ft. Per L.F. �� : G'�,Cv�0 17 . Fire Hydrants , complete at Each /�I7l/.ci0 `p Per Ea. �DO�.-' 0400, 18. 12"AC Water 'Main complete at / 00 r Lin Ft. Per L.F. � , ��r000.`_'� 19. Fence Relocation, complete �� O 00 Lin45Ft. ---Per L.F. , 2o . Curb only , complete in place at Lin. F �J 26C,4 2 ; Per L.F. TOTAL r G -3a- The undersigned also agrees as follows : First: Within 25 days from the date of the first putb1ication of the Notice of. Award of Contract, to furnish to the City of Hunting- ton Beach, two satisfactory bonds to the amounts specified in Para- graph 12 of the General Conditions guaranteeing the faithful perform- ance of the work and payment of hill's . . . . . .. Second: To begin work within 15 days after the date of execution of the contract and to prosecute said work in such a manner as to complete it within co working days , after the date of the execution of the contract. Accompanying this proposal is cash, a cashier's check or a certified check for $ I pay bl the City of Huntington Beach, or a bond in the amount of p°- /�. payable to the Cityof Huntington Beach signed b the u�_ned and two ., � g Y g sureties who have justified before an officer, competent to administer an oath in double that amount, or by a corporate surety bond in the amount of 10% of the aggregate of this proposal , which shall be for- feited, as liquidated damages , if, in the event this proposal is accepted, the undersigned shall fail to execute the contract under the conditions and within the time specified in this proposal ; otherwise said certified check, bond or corporate surety bond above mentioned is to be returned to the underiigned. Dated de C f an Individual , artnership , or non-incorporated organization. Signature of Bidder By: Address of Bidder 1 2- a 2V_<= �aLa �.O o Names and Addressed of Members of the Firm If a Corporation Signature of Bidder By :�3 (?:GS\�C- Name and Title -4a- Business Address T8o W�LSH�2t ��t [�0MAS Incorporated under the Laws of theState of C LIVC)�Z .3 A President c�►e�arq I�2��`.P��� -r•_r OFFICIAL SEAL S, HANNAN E. BINDER Treasurer NOTARY PUBLIC - CALIFORNIA :p 8/ FRINCIPAL OFFICE IN ` tea GRANGE COUNTY State License Number Lr` My Commission Expires Aug. 6, 1973 280 Wilshire Ave.Anaheim,CaiiL Telephone(I kI4) �-�G-04 kO Corporate Seal Dated this Day of ,Gcl� 1969. ' T Corporation organized under Laws of the State of Subscribed and sworn to befpre me this ,L day of 1969 . Notary Public in and for the County of State of California. -5a- P R O P O S A L INFORMATION REQUIRED OF BIDDERS The bidder is required to supply the following information: (Additional sheets may be attached, if necessary. ) (1) Address: ZSD W1L_1)0xfLE vt No 'EAc� ( 2) Tel.# �1 , - 041v ( 3) Type of firm - Individual - Partnership. - or Corporation Cof-Lp . (4) Corporation organized under the laws of the State of (::-Nuk F + ( 5) Contractor's License No. Z� 6 ,40 _ (6) List the names and addresses of all members of the firm or names and titles of all officers of the corporation: ( 1) Number of years experience as a contractor in construction work ( 8) List at least six projects completed as of recent date: Contract Amount - Class of Work - Date Completed - Name of Owner 0.0 -r 2' C5 o 0- W t tL u t lo�. N i Vag{ . 1,x �a 0oc�Do -r alawV'-Q- 101lQ� 1J� S CZ �Jx• 0 oR (9) List the name o the person who inspected the site of the work for your firm: -FI-2k J, fi r- Date of Inspection: �'(,-•Z- �� (10) If requested by the District, the bidder shall furnish a notarized financial statement, financial data, or other information and re- ferences sufficiently comprehensive to permit an appraisal of his current financial conditon. -6a- P R O P O S A L SUB-CONTRACTOR - LISTING PURSUANT TO THE GOVERNMENT CODE 4100 , THE PRIME- CONTRACTOR, IN ORDER FOR THIS PROPOSAL TO BE ACCEPTABLE FOP CONSIDERATION SHALL FURNISH THE NAME AND LOCATION OF THE PLACE OF BUSINESS OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR RENDER SERVICE ON THIS PROJECT IN AN AMOUNT EXCEEDING ONE HALF OF ONE PER CENT OF -THE- TOTAL BID. WORK TO BE PERFORMED SUBCONTRACTOR SUBCONTRACTOR'S ADDRESS �1 f'AV I wG E 2j&=n wpay- LARGo Co 4 BY SUBMISSION OF THIS PROPOSAL, THE CONTRACTOR CERTIFIESr 1. THAT HE IS ABLE TO AND 14ILL PERFORM THE BALANCE OF ALL WORK WHICH IS NOT COVERED IN THE ABOVE SUBCONTRACTOR LISTING. 2 . THAT THE CITY OF HUNTINGTON BEACH WILL BE FURNISHED COPIES OF ALL SUB-CONTRACTS ENTERED INTO AND BONDS FURNISHED BY SUBCONTRACTOR FOR THIS PROJECT. 7 a=- A G R E E M E N T THIS AGREEMENT, made and entered into, in duplicate, this----.,. day of , 1969 , by and between JAMES R. WHEELER, -Superin- tendent of Streets of the City of Huntington Beach, California, herein- after referred to as First Party, and hereinafter referred to as Secona Party, W I T N E S S E T H WHEREAS, Second Party has been awarded the contract for the work hereinafter mentioned by the City Council of the City of Huntington Beach Calfiornia, by its Resolution No. passed and adopted on the day of , 19 9 % to which reference is hereby made for further particulars : NOW, THEREFORE, IT IS MUTUALLY AGREED BETWEEN THE PARTIES HERE- TO AS FOLLOWS: 1. Second Party promises and agrees to do and perform and cause to be done and performed in a good and workmanlike manner under the direction of and to the satisfaction of the Superintendent of Streets of the City of Huntington Beach, California, and in accordance with the plans and specifications heretofore adopted by said City Council for the doing of said work on the day of 19699 by its Resolution No. s ali of. the work and improvements described in Resolution No. of said City Council - passed and adopted on the day o , 1969 , to which re- solution reference is�iereby made for furt er particulars , and made part hereof as though set forth fully herein. 2. The contract entered into between the parties hereto by acceptance of the bid of Second Party and execution of this agreement consists of the following documents , all of which are a component part of this agreement as though set forth fully herein: (a) This agreement ; (b) Plans and specifications above referred to; tc) Notice inviting sealed bids ; (d) Information and instructions for bidders ; (e) Bid of Second Party; All of said documents are on file in the office of the Director of Public Works of said City of Huntington Beach, California. 3. Second Party shall , and agrees to furnish all the necessary tools , equipment , labor and materials required for the performance and completion of said work and improvement, and all materials used shall comply with said specifications and be to the satisfaction of the Superintendent of Streets. 4. First party, acting 'in his official capacity as said Super- intendent of - Streets , and not individually, hereby fixes the time of the commencement of said work under this contract to be on the day of , 1969 , and said work and improvement -shall be Uro- secuted with i igence from day to day thereafter to completion ; and Second Party hereby agrees to commence such work and improvement within said time and prosecute the same with due diligence , and- that second party will, within day from the date of execution of this agreement, or within such further time as may be granted by said City 4 Council, complete said work and improvement and turn the same over to said Superintendent of Streets , complete and ready for use, and free and discharged of all claims and demands whatsoever for or -on account of any and all materials , provisions , provender, or other supplies or the use of implements or machinery used in, upon, for, or about. the per- formance of the work contracted to be done, or for any work or labor therein of- any kind. 5. The said Superintendent of Streets , acting in his official capacity as such, and not individually, promises and agrees that upon The performance of. the covenants as aforesaid by Second Party, he will duly make and issue an assessment and diagram and attach a warrant there- to for the total amount of the .cost and expense of said work, -including all incidental expenses as are incurred and chargeable to the work under these proceedings and authorized by the provisions of said Streets and Highways Code, less the amount which the City Council has agreed- to con- tribute to the cost of said work, as set forth in -Resolution of Inten- tion No. of said City Council, adopted provided that the contractor shall pay to said Superintendent o Streets such incidental expenses at the time and in the manner pre- scribed by said code. The amount which said City Council has agreed to contribute to the total cost of said work shall be Aaid to Second Party ' concurrently with the delivery to Second party of the Assessment, Diagram- and 6olarrant. The total cost of all work and improvement, to be determined upon actual inspection of said work and improvement by the Superinten- dent of Streets upon completion and acceptance of said work and improve- ment, exclusive of incidental expenses , including all items for which a unit price is not specified, shall be determined and computed on the basis of the bid prices. 6. IT IS FURTHER AGREED that eight (9) hours of labor shall con- stitute a legal days work, and that Second Party shall not require or -permit any laborer, workman or mechanic, or any subcontractor employed to perform any of- the work included in this agreement to labor more than eight ( 8) hours durins* any one calendar day or more than forty (40) hours in any one calendar week, except for compensation as provided in Section 1815 of the Labor Code of the State of California; and it is further stipulated and agreed that Second Party shall forfeit, as a penalty , to said City of Huntington Beach-, California, the amount of Twenty-five Dollars ($25.00) for each laborer, workman or mechanic -9a- amployed ' in; the execution of this agreement by Second Party or any sub- Contractor under Second Party upon any of the work included in this agreement, for each calendar day or each calendar week during which such taborer, workman or mechanic is required or permitted to labor more than eight ( 8) hours in any one calendar day or more than forty (40) hours in any. one calendar week in violation of the provisions of Sections 1810 to. 1815 ; inclusive, of said Labor Code. 7i Second Party hereby agrees to keep full, true and accurate r6cords of the names and actual hours worked by the respective workers ^ iployed by Second Party under this agreement, and to allow access to the same at any reasonable hour to any person having the authority to inspect the same as contemplated under the nrovions of said Labor Code. 8. IT IS FURTHER AGREED that second party and/or any subcon- -�ractor doing or contracting to do -any part of the work contemplated by this agrement shall not knowingly employ on said work any alien, except in of..extraordinary emergency caused by fire , flood, or danger to fife or property; and it is further agreed that Second Party shall forfeit to said City of Huntington Beach, California, the sum of Ten Dollars ($10. 00) for each alien employed by Second Party or by any sub- c:ontractor under Second Party in the execution of this agreement, -for each and every calendar day or portion thereof, during which such alien is knowingly employed or caused or 'allowed to be employed, except as he-reinabove set forth. Second party further agrees tv he found by and -Lo. comply with all of the provisions of said Labor Code affevrt;ng ' execution of this agreement , including Sections 1850 to 1854 , inclu-&ive. Second Party agrees not to refuse to accept otherwise qualified em- ployees as indentured apprentices solely on the ground of the race, creed or color of such employee. 9 . The City .Council of the City of .Hunting.,ton Beach, California pas ascertained the general prevailing rate of per them wages applic- _le to the work to be .done hereunder to be as set forth and contained Leon the schedule thereof on file in the office of the City Clerk of said City of Huntington Beach, to which reference is hereby made for further particulars . Second Party agrees to Day not less than said pre- vailing rate of wages to all workmen employed in the execution of this agreement, to comply with Sections 1770 to 1781 of the Labor Code of the State of California, and shall forfeit to said City Twenty-five C$25 . 00) dollars for each calendar day or portion thereof for each work- man paid less than said general prevailing rate of per diem wages during cash day of the prosecution of said work. 10. Second Party expressly agrees that serial bonds - to represent unpaid assessments , amounting to $50 . 00 or more and bearing interest at the rate of seven ( 7%) per annum, shall be issued hereunder in the rr.anner provided for by said Improvement Act of 1911 , Part 5 , Division 7 of the Streets and Highways Cede of the State of California, the said bonds extending over a period ending nine (9) years from the second day o_f January next succeeding the next September .first following their date. 11. It is hereby stipulated and agreed between the parties here- to , and notice is hereby expressly given to Second Party, that in no -10a- case, except where it is otherwise provided by law, will said City, or- any officer or employee thereof, be liable for any portion of the expense of the work aforesaid or for any deliquency of person or pro- perty assessed. 12. Second Party further agrees at the time of signing and ex- ecuti.nP this agreement to furnish at Second Party's own expense and file with the City Clerk of said City, a faithful performance bond in the form provided for in Section 5254 of said Streets and Highways Code in the amount of $ , and a labor and material bond in the form as provided or in ection 5290 of said Streets and Highways Code in the amount of $ 13. In the event Second Party does not complete such work and improvement within the time limit hereinbefore specified, or within such further time as said City Council may grant Second Party, Second Party, shall pay to said City liquidated damages in the amount of $100.00 per day for each and every day said work is not completed be- yond the time prescribed for completing said work. The amount of - -�- liquidated damages due shall be paid by Second Party to said City prior to the delivery to Second Party of the Assessment, Diagram and Warrant. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and have caused this agreement to be duly executed the day and year in this instrument first above written. by: Second party James R. Wheeler, First Party Superintendent of Streets , City of Huntington Beach, Calfiornia CERTIFICATION-SECTION 1861 LABOR CODE I , the undersigned contractor, am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen' s compensation or to undertake self- insurance in accordance with the provisions of that code , and I, the undersigned contractor, agrees to and will comply with such provisions before commencing the performance of the work of this contract. SIGNATURE OF CONTRACTOR -lla- F _ �w case, except where it is otherwise provided. by law, will said City, or any officer or employee thereof, be liable for any portion of the expense of the work aforesaid or for any deliquency of person or pro- perty assessed. 12. Second Party further agrees at the time of signing and ex- ecuting this agreement to furnish at Second Party's own expense and file with the City Clerk of said City, a faithful performance bond in the form provided for in Section 5254 of said Streets and Highways Code in the amount of $ , and a labor and material bond in the form as provided for in ection 5290 of said Streets and Highways Code in the amount of $ 13. In the event Second Party does not complete such work and improvement within the time limit hereinbefore specified, or within such further time as said City Council may grant Second Party, Second Party, shall pay to said City liquidated damages in the amount of. $100.00 per day for each and every day said work is not completed beyond the time prescribed for completing said work. The amount of liquidated damages due shall be paid by Second Party to said City prior to the delivery to Second Party of the Assessment, Diagram and Idarrant. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and have caused this agreement to be duly executed the day and year in •this instrument first above written. BY: JAMES R. T,,IHEELER, FIRST IPARTY econ ~party_ Superintendent of Streets, City of Huntington Beach, California -lla- T` I N D E X SECTION I, GENERAL CONDITIONS OF CONTRACT 1. Definitions 2. Examination of Plans, Specifications, and Special Provisions and Site of Work 3. Proposal Forms 4. Rejection of Proposals containing alterations, erasures or irregularities 5. Proposal Guaranty 6. Withdrawal of Proposals 7. Public Opening of Proposals 8. Disqualifications of Bidders 9. Competency of Bidders, Deposit for Plans and Specifications 10. Award of Contract .11. Return- of Proposal. Guaranties 12. Contract Bonds 13. Execution of Contract 14. Failure to execute contract 15. Non-responsibility of the City 16. Accident Prevention 17. Drawings- and Specifications Interpretation 17oa. Changes in the Work 18. Conduct of work 19. Inspection 20. Materials 21. Sample and Tests 22. Rejection 23. Preservation and Cleaning 24. Regulations and Protection 25. Hours of Labor 26. Alien Labor 27. .Prevailing Wage 28. Registration -of Contractors 29. Domestic Materials 30. Convict made materials 31. Responsibility for Damage 32. Cooperation between Contractors 33. Contractor's responsibility for Work 34. Property Rights in .Materials 35. No Personal Liability 36. Progress of Schedule 37. Working days 38. Labor 39. Subcontractors 40. Termination of Contract 41. Acceptance 42. Payments by the City Final Payment 43. Liquidated Damages T SECTION I GENERAL CONDITIONS OF CONTRACT 1. DEFINITIONS: Whenever, in these specifications or other contract documents where these specifications govern, the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows: CITY: City of Huntington Beach, California. STREET SUPERINTENDENT: Street Superintendent of the City of Huntington Beach, California. .DIRECTOR OF PUBLIC WORKS: Director of Public Works of the City of Huntington • Beach, California. CITY CLERK: City Clerk of the City of Huntington Beach, California. COUNCIL: Council of the City of Huntington Beach, California. CITY ATTORNEY: City Attorney of the City of Huntington Beach, California. CONTRACT: Contract Documents consists of the Agreement, the General Conditions of the Contract, the Plans or Drawings and Specifications, including all modifications thereof incorporated in the Documents before their execution. BIDDERS: Any Individual, Firm, Co-partnership or Corporation, submitting a .proposal for the work contemplated, acting directly or through a. duly authorized representative. CONTRACTOR: The Person or Persons, Co-partnership or Corporation, who have entered-into a contract with the City as party or parties of the first part, or his or their legal representatives. SUBCONTRACTORS: A. per, Firm or Corporation supplying labor and materials or labor for work at the site of the. project as-an agent of the Contractor. PLANS: The official scale and full size detail .drawings or exact repro- ductions thereof, adopted and- approved by the City, showing the location, character., dimensions and details of the work to be done and which are to be considered. as ..pant. of the Contract. SPECIFICATIONS: The instructions,. provisions, conditions, and detail requirements contained herein or herewith, pertaining to the methods and manner of performing the-work or to the quantities and-qualities of materials to be furnished under the Contract. .WORK: All of the work of the project contemplated and called for or shown in the Contract Documents. Page 1 CALLED FOR, SHOWN, INDICATED: As called for, shown and/or indicated in the specifications or on the drawings. DIRECTED: As directed by the City through it s legal representative. APPROVED, PROPER, EQUAL, REQUIRED, SATISFACTORY, SUITABLE, NECESSARY: As considered approved, proper, equal, required, satisfactory, suitable or .necessary in the judgement of the City. INSPECTOR: Legal representative of the City. PROPOSAL REQUIREMENTS AND CONDITIONS 2. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND SITE OF WORK The bidder shall- examine carefully the site of the work contemplated and the proposal, plans, specifications and contract forms therefore. It will be assumed that the bidder has investigated and is satisfied as to the general and local conditions to be encountered, as to the character, quality and-quantities of the work to be performed- and-materials to be furnished as to the character of equipment and-facilities needed preliminary to and during the prosecution of the work, and as to .the_ requirements of these specifications. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modigy any of the terms or obligations herein contained. 3. PROPOSAL FORMS All proposals shall be made upon blank forms to be obtained from the Director of Public -Works. The Bidder shall submit his -proposal on the form furnished him.' Proposals submitted on forms other .than the one issued to the bidder will be disregarded. All proposals..shall.._give. the_prices .proposed, both in writing. and figures, and shall be signed by the bidder, with his address, and Contractor's State License Number. If the.proposal is made by an individual, his name and Post Office Address must be shown; if made by a Firm or Partnership, the name and Post Office Address of the Firm or Partner- ship and the signature of one or both partners must be shown, if made by a Corporation, the proposal shall show the name of the State under the laws of which. the.Corporation was chartered, the name of the Corporation and the title of the person who signs on behalf of the Corporation. 4. REJECTION OF PROPOSALS CONTAINING ALTERATIONS,_ERASURES OR IRREGULARITIES Proposals may be rejected if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures or irregularities of- any kind. Page 2 5. PROPOSAL GUARANTY All bids shall be presented under sealed cover and shall be accompa- nied .by cash, a cashier's check, certified check, or bidder's bond made payable to the City of Huntington Beach, for an amount equal to at least ten .percent (10%) of the amount of said bid, and no bid will be considered unless such cash, cashier's check, or certified check, or bidder's bond is enclosed therewith. 6. WITHDRAWAL OF-PROPOSALS Any _bid may 'be withdrawn at any time -prior to the hour fixed in the notice of Contractors for the opening of bids,. -provided that a request in writing, executed by the bidder or his duly authorized representative, for the •withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice the right of a bidder to file a new bid. 7. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indica.te.d.in .the notice to Contractors. Bidders or their authorized agents are invited to be present. 8. DISQUALIFICATION OF BIDDERS More than one proposal from an Individual, a Firm or Partnership, a Corporation or an.Association under the same of different names will not be considered Reasonable_ground..for believing that any bidder is -interested -in more than .one .proposal. for the work contemplated will cause the rejection of all .p.roposals in which such bidder is interested. If there is reason for believing that.-collusion will be. conside.red_ in .awarding .the Contract. Proposals in which the prices obviously are unbalanced may be rejected. 9. COMPETENCY OF BIDDERS AND DEPOSIT FOR PLANS AND SPECIFICATIONS Plans, specifications, and proposals forms will be issued only to those Contractors who can .qualify as competent bidders, A_charg . will .be required for the taking out of plans, none of which will be refunded to any bidder. AWARD AND EXECUTION OF CONTRACT .10. -AWARD- OF CONTRACT The..right .is reserved to reject any._and_al1_..p.r.oposals. The award of the contract, if it be. -awarded, will be to the lowest responsible -bidder whose proposal complies with all the .requirements prescribed. The award, if made, will be-.made within thirty (30) .days..af ter the opening of .the. .proposals. All. bids..wil'l be compared on the basis of the City's estimate of the quantities of work to be done. Page 3 11. RETURN OF PROPOSAL GUARANTIES .Within ten (10) .days after the award of the contract, the City Clerk will return the ..p.roposal guaranties accompanying such of the proposals as are not to be considered in making the award. All other .proposals guaranties will be held.-unti-1 the contract has been fully executed, after which they will be returned to the respective bidders whose proposal they accompany. 12. CONTRACT BONDS The contractor shall furnish two (2) surety bonds in duplicate counterpart, one assecurity for the faithful performance of the contract in an -amount equal to one hundred -percent (100%) of the contract price, and • one as security for the.payment of all persons performing labor and furnish- ing materials in.. connec.tion with the contract in an amount at least equal to fifty percent (50%) of the contract price. 13. EXECUTION OF CONTRACT The contract shall be signed by the successful bidder in duplicate counterpart and returned, together with the contract bonds, within twenty-five (25) days from. the first publication of the notice of award of contract. The contractor shall also sign a set -of the plans and specifications for filing with the contract. No contract shall be binding upon the City until same has been completely executed by the contractor and the City. 14. FAILURE TO EXECUTE CONTRACT Failure to execute a contract and file acceptable bonds as provided herein within said time shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. 15. NON-RESPONSIBILITY OF THE CITY The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to .persons employed, or to the public. The Contractor shall take out and pay for .all .accident, .compensation and fire insurance necessary, according to law and. as.sume all risk and responsibility until the work is finally accepted by the City,; all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the Contractor and .the. City is hereby relieved at all times from -any-indebtedness or claim other than--payments under terms of the contract. The contractor shall indemnify the City against any expense on account of anything used in the work being, or being claimed, infringements of letter of patent. Page 4 16. ACCIDENT PREVENTION Precaution shall be exercised -at all times for the protection of persons (including employees) and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment, and other hazards shall be guarded or eliminated in accordance with the safety .provisions of the California Industrial Accident Commission, and the "Manual of Accident Prevention in Construction", published by the Associated..General Contractors of America, to the extent that such provisions are not in contravention of applicable law. 17. DRAWINGS AND SPECIFICATIONS Interpretation: Figured dimensions_ of the drawings shall govern, but work not dimensioned shall be as directed. Work indicated but not particularly detailed or specified shall be equal to similar .parts that are detailed or specified, or as directed. Full size details shall take prece- dence over scale drawings as to shape and details of. construction. It is intended.that scale drawings, full size details .and specifications should agree, but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the Contractor shall notify the Street Superintendent at once; if the Contractor proceeds with the work affected without instruction from the Street Superintendent, he shall make good any resultant damage or defect. All .misunderstandings of drawings and specifications shall be clarified by the Street Superintendent, whose decision shall be final. Any work called for by the drawings .and not mentioned in the speci- fications, or vice versa, is to be furnished as set forth by both. Where not specifically stated otherwise, all work and materials necessary for each unit of construction, including special construction for any specific brand or shape of material called for, even the only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. Lists, rules and regulations referred to are recognized printed standards.-.and .shall be considered as -one and a part of these specifications within the limits specified. All drawings and specifications are City property and must be returned when ordered. "General Conditions" apply with equal force to all of the work. Additional Details: The City may furnish additional details to more fully explain the work and same shall be considered part of the contract documents. Where the work is not sufficiently detailed or clearly shown, the Contractor, before proceeding, shall apply in writing for additional details. Page 5 Any work.--done by the Contractor before receipt of such -details, if not in-accordance with same, shall be removed and_..replaced or adjusted, at his own expense. Should -any details be, in the--opinion of the Contractor, more .elaborate than.warran-ted, written notice thereof must be given the City within five (5) days of receipt of same. The City will then consider the claim, and if justified the drawings will be amended. Non-receipt of such notice relieves the City of any claim. 17=a. CHANGES IN THE WORK: . -Increases and decreases in the work shall be done in conformity with the provisions of Sections 5230 to 5236, inclusive, Chapter 8.5 of Division 7 of the Streets and Highways Code of the State of California, a portion of the Improvement Act of 19.11. The inclusion or deletion of any such work shall be -at the bid prices if there are unit prices for such work in the bid on file, or otherwise at prices to be agreed upon between said Contractor and said City Council. 18. CONDUCT OF WORK The Contractor shall observe that the City reserves the right to do.. other work -in connection with the -project, by contract or otherwise, and he shall .at all times .conduct this work so as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work. with. the--wo.rk of others so. that no discrepancies shall result in the whole work. The Contractor shall. -provide, at his own risk, all tools, machinery, scaffolding, false work, forms and centers for the -execution of the work. Equipment shall be..adequate and as approved. The Contractor shall obtain all necessary measurements from...the. work and shall .check .dimensi.ons, levels and construction -and- layout,. .and. supervise the construction for correctness of which he .shall ..be responsible. Where work .of one trade joins or is on. other work, there shall .be no discrepancy when .same.._is completed. In engaging work with other materials,-..marring or .-damaging .same will not be permitted. Should improper work of any trade be covered by another which results in damage or def.ects_,.- the whole work- affected shall be made-good_withou expense to the City. The Contractor must anticipate relation- of. all parts of the work and at the proper time furnish- and set anchorage, blocking or bedding as required. Anchorage _and blocking necessary for each trade shall' be a-part of same,. except where stated otherwise. Assistance required by the City in obtaining measuremantc. or information on the work shall be furnished accurately and fully without cost by the Contractor. Page 6 19. INSPECTION The Contractor shall at all times maintain proper facilities and provide safe acce.ss f-or inspection. by the Stree.t. Superintendent to all parts of the work, and to the shops wherein work is in preparation. Where the specifications require work to be tested, it shall not be covered up until -tested- and approved by the Street Superintendent and the Contractor shall be solely responsible for notifying the Street Superintendent where and when such work is in readiness for testing. Should any such work be covered with- out test. and approval, it shall, if so ordered, be uncovered at the Contractor's expense,- Re-examination of. questioned. work may be ordered by the Engineer and if so ordered, must be uncovered by the Contractor._ • If such work be found in accordance with the contract specifications the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the contract specifications the contractor shall pay such cost. The contractor shall prosecute work only in the presence of the Engineer or Inspector appointed by the Superintendent of Streets and any work done in the absence of sa.id. Engineer or Inspector will be subject to rejection. The contractor shall make a_ written application for an inspector at least twenty-four (24) hours before his services are required on the work. The Contractor shall furnish the Engineers and Inspectors reasonable facilities for obtaining full -information respecting the progress and manner of the work, and the character of the-materials. The Contractor shall prosecute work on any State Highway only in the presence of an inspector representing the State Division of Highways and any work done in the absence of said inspector will be subject to rejection. The Contractor shall .make the appropriate notification according to the instruction given on the State Encroachment Permit for all inspections, and shall post all Bonds and Certifications required by the encroachment permit. The permit shall be acquired by the City. -20. MATERIALS Price, fitness and quality being equal, preference shall be given to products of .the State of California. Materials shall be new, -and of specfied kind and -quality and fully equal. to samples when- samples are required. When the.-quality or kind of material or articles .shown.-and -required under the contract is not particu- larly specified, the Contractor shall estimate that the City will require -articles or materials representing the best of its class or kind or at least -equal to the class or quality of similar articles or materials that are specified. Page 7 Where articles or materials are specified by brand or trade name, that particular .article or material-must be used. -Materials shall be furnished in ample quantities and at such times to insure uninterrupted progress of the work. Same shall be stowed properly and protected as- required. The Contractor shall be entirely responsible for damage or loss by weather or other cause. 21. SAMPLE AND TESTS Materials or work requiring tests are so specified. Other material may be tested but only at the discretion of the Street Superintendent. All samples for testing will be taken by the Street Superintendent from material delivered, unless otherwise directed, and tests will be under the supervision of, as directed by and__a-t_.s.uch_ p.oints. as may-be.conv.enient to the City. Materials requiring test shall be delivered in ample time before intended use, to allow for testing and none may be used before receipt of approval. All approvals or decisions will be rendered in writing. Samples that are of value after testing, shall remain the property of the Contractor. 22. REJECTION Should any portion of the work be done, or any materials be delivered, which fail to comply with requirements of the specification or the drawings, same will be rejected and- the Contractor shall immediately make same satis- factory to the City. Any_ma.terials:which are condemned shall immediately be removed from the .premises. .23. - PRESERVATION AND CLEANING The contractor shall_ properly preserve and clean the work as it progresses. At regular intervals, or when directed, rubbish shall be collected and -removed, and at completion the whole work shall be cleaned and all tools, false work,..equipment..and_ r.ubbish shall be removed from the site, all being left .in clean and proper condition as directed. 24. REGULATIONS AND PROTECTION The contractor shall keep .informed and observe, .and comply with, and cause -all of his agents and employees to observe and comply with, all prevailing. Federal, State and Municipal Laws, Ordinances, Rules and Regulations which in any way affect the conduct of the work of this contract. If any con- flict arises between provisions of the Plans and Specifications and any such law above. refer.red. to, then the- Contractor shall notify the City at once in writing.. The Contractor shall .-protect and indemnify the. City or -any of its officers, agents,- .and employees .against any claim or liability arising from or based..on .the violation of. any such law, Ordinance, Rule or Regulation, "whether by himself or his agents or employees. Page 8 The Contractor shall be responsible for and provide and maintain all proper temporary walks, roads, guards, railing, lights, and warning signs and take all precautions at all times to avoid injury or damage to any persons or any property. Watchman, when required, shall be employed by the Contractor. No advertising sign of any description will be permitted in or about the work except by order of the City. Signs required are specified and shall be furnished and installed by the Contractor. The contractor shall, at his expense, abtain all necessary permits and licenses, give all requisite.notices, .pay all fees required by law and comply with all law, Ordinances, Rules and Regulations relating to the work and to the preservation of the Public Health and Safety. Strict prohibition against committing any nuisance in or about the work must-be .maintained. Conveniences shall be provided for employees and maintained in sanitary conditions. .25. HOURS OF LABOR The Contractor shall forfeit, as penalty, twenty-five (25.00) for each laborer, workmen., or mechanic employed in the execution of the contract by .him, or by -any. subcontraAc-tor under him for each calendar day during which said. .laborer, workman,. or_ mechanic is. required or permitted to labor more than eight (8) hours in.-violation of. the .provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on. public works, by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emer- gency when their employees are. permitted to work over eight (8) hours per day, together with the. names.of the said employees, and the hours worked per day making_:failure to file said. report within thirty (30) days .prima facie proof that no extraordinary .emergency existed, also making. it a misdemeanor for any contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the name of and the actual hours worked by each workman employed by him in connection with public work. 26_. ALIEN LABOR The contractor shall forfeit, .as penalty, ten dollars ($10.00) for each._al.ien .knowing.ly ..emp.loyed .in the execution of the contract, or by him or by .any subcontractor under .him,. upon- any- of the work, for each calendar day, or portion thereof, during which such alien is permitted or required to .labor in violation of the provisions of the labor code .particularly Sections 1850 and 1854 thereof, both inclusive, except in certain cases of extraordinary emergency, providing--for the reporting--of such cases of extraordinary emer- gency, the keeping of records of the citizenship of workers employed upon public work,.. and the inspection of such records by the proper .officials, _pro- viding. for a forfeiture for each calendar day, or portion thereof, any alien is knowingly permitted to work on public work and for a stipulation to this Page 9 effect in the contract, and providing other penalties for violation of the provisions thereof. 2.7. PREVAILING WAGE The contractor shall forfeit as penalty twenty-five ($25.00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, such laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by any subcontractor under him in violation of the .provisions of .the Labor Code, particularly Sections 1770 to 1781 thereof, both inclusive, providing for the payment of not less than the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertainment of such general prevailing rate by the public body awarding the contract, providing for the keeping of records of the wages paid all- work-ers engaged in public work and the inspection of such records. by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for_.a stipulation_-to this effect in the contract, and providing other penalties for violation of the-provisions. 28. REGISTRATION OF CONTRACTORS Before submitting bids, Contractors shall .be licensed in accordance .. with -the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business .and. Professions Code of the State of California and Amendments thereof, providing for the r.egi's-tration of Contractors, and defining the term Contractor.;..providing a method of obtaining licenses to engage in the business of .contracting,- a-nd..fixing the fees for such licenses; and prescribing the punishment for violation of provisions thereof, as amended. 29.. DOMESTIC MATERIALS Only such. unmanufactured articles, materials and supplies as have been:...mined__or .p.roduced .in the United States, and only such manufactured arti Iles, .mater_ials-and. s.upplies..as .have been manufactured in the United States, substantially -a11.-from...articles.,_.mater.ials _and -supplies mined, .produced or so manufactur:ed, ..-as. the. .case-_may be, in the United States shall be used in the performance- of the.contract. in..ancordance_with the. p.rovisions of Sections 4300 to 4305. of .the Government Code. Any..person, .firm.or corporation that fails to comply with the p.rnvisions...of_ .this-.-a.c.t shall not be awarded any contract to which the act applies for _a ..per.iod of three (3) years from date of violation. 30. - CONVICT MADE. MATERIALS No materials manufactured or produced in a penal, or correctional institution shall be incorporated in the project under this contract. Page 10 31. RESPONSIBILITY FOR DAMAGE The City, the Street Superintendent or the Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person, either workmen or the public; for damage to adjoining .property from any cause which might have been .prevented by the Contractor or his workmen or anyone employed by him; against all of which injuries or damages to persons and property the contractor having control over such work must properly guard. The contractor shall be responsible for any damage to any person or property resulting .from defects or obstructions or from any cause whatsoever during the progress of the work. or at .any time before its completion and final- .acceptance,. .and shall indemnify..-and-save harmless the City and its representatives from all suits or actions of every name and description, brought for or on account of any injuries or damages received or sustained by any person or persons, by or from the contractor, his servants or agents, in the construction of the work or by or in consequence of any negligence in guarding the same, in..improper materials usec. in its construction, or by or on account of any act or omission of the contractor or his agents, and so much of the money due the contractor under and by virtue of the contract as shall be considered necessary by the Street Superintendent may be retained by the City until disposition has been made of such suits or .claims for damages as aforesaid. 32. : 000PERATION BETWEEN CONTRACTORS Where two or more contractors are employed on related or adjacent work, each shall conduct his- operations in such a manner as not-to cause any .unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, the person or property, or for loss caus.ed_.by failure to_.finsh the work within the time specified for completion. 33. CONTRACTOR'S RESPONSIBILITY FOR WORK Until .the formal acceptance of the work by the City, the Contractor shall have the charg.e .and care thereof. and shall bear the risk of injury- or damage to any_...part of the work by the _action of the elements or .from any other cause, whether arising from the execution or from the non-execution of the work. The contractor shall rebuild, repair, restore and make good all injuries o.r .damages to any portion of the work ..occasioned by .any of the above causes before its completion and acceptance and shall bear the expense thereof, ex- cept for such injuries or- damages as are occasioned by acts of the Federal Government and/or public enemy. In case of suspension of work from any cause whatever, the .contractor shal-1 be responsible for all materials and shall properly store them if necessary, and shall provide suitable drainage and erecttemporary structures-where necessary. Page 11 34. PROPERTY RIGHTS IN MATERIALS Nothing in the contract shall be construed as vesting in the c contractor any right of .property in the materials used after they have been attached or affixed .to the work or the soil. All such materials shall be- come the property of the City upon being attached or affixed. 35. NO PERSONAL LIABILITY Neither the City nor any officer or authorized assistant of the Street • Superintendent or the Engineer, shall be personally responsible for any lia- bility arising under the contract. PROSECUTION AND PROGRESS 36. PROGRESS SCHEDULE When, in the judgement of the City, it becomes necessary to accele- rate the work., the Contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. 37. WORKING DAYS Every calendar day except Saturdays, Sundays and legal holidays is counted a full working day in figuring the working days allowed under the contract. No work may be performed on Sundays and holidays, except as otherwise provided for herein. 38. LABOR The contractor shall observe strictly that each and every kind of work shall be performed by workmen, laborers, or mechanics especially skilled in the class of work required_. and. that workmanship shall be of the best regardless of the quality of material. The contractor shall provide, at all times, sufficient competent labor to p.roper.ly carry on the work and to insure completion of each part in accordance with schedule and with the time agreed to. The contractor shall retain a competent superintendent to direct the work constantly during construction and to represent the contractor at all times in- connection with the contract. Any person the city may deem incompe- tent or _disorderly shall be promptly discharged and not re-employed. 39. SUBCONTRACTORS Assignment of the obligations and/or duties of the Contractor in the whole or any part of the contract shall be made only upon the City's approval of written request by the. contractor. Page 12 No subcontractor will. be recognized as such, and all persons engaged in the work of construction will be considered as employees of the contractor, and he will be held responsible for their work, which shall be subject to the provisions of the contract and specifications. The contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. . Before any work is started .on .a subcontract, the contractor shall file, with the Str.eet .Superintendent, a written statement showing the work to be subcontracted, giving the names of the subcontractors and the descrip- tion of each portion of the work to be so subcontracted. • Where a portion of the work, subcontracted by the contractor, is not being prosecuted in a manner satisfactory to the Street Superintendent, the subcontractor shall be-removed immediately, on the remission of the Street Superintendent, and shall not again .be employed on the work. The specifications are in "Sections" divided .and arranged according to various trades. No obligation is inferred to sublet the work as divided, nor is the contractor xelieved of fully performing and completing any part of the work. 40. -TERMINATION OF CONTRACT Failure- to prosecute work diligently is ground for termination of the contractor's control over the work and taking over the work by the City of due process of law. 41. ACCEPTANCE Should it become necessary, due to developed condition, to occupy any portion of the work before contract is fully completed, such occupancy shall not cons.titute .acceptance. 42. PAYMENTS BY THE CITY Final Payment: The Street Superintendent, after the completion of all work to be -done under the contract, shall forthwith make an assessment to cover the sum due for the work performed and specified in said contract (including all incidental expenses chargeable to the proceedings) in con- foxmi_ty .with .the .provisions of the "Imp.rovement Act of 191111, Division 7, of the .Streets .and .Highway Code of the. State of California. Note: This paragraph is not applicable when other methods for -payments are. stated in the contract. Page 13 43. TIME OF COMPLETION AND LIQUIDATED -DAMAGES It is agreed by the parties to the contract that to case all the work called for under the contract is not completed before or upon the expira- tion of the time .Limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach, and that it is and will be .impracti- cable to determine the actual_ damage -which the City will sustain in the event of and by reason of such delay; and- it is therefore agreed that- the Contractor will pay to the City of Huntington- Beach, the sum of One-hundred ($100.00) per day for each and every day's delay beyond the time prescribed to complete the work.; and the contractor agrees to pay such liquidated damages as herein provided. Said liquidated damages shall be paid by the contractor to the City of Huntington Beach prior to the delivery to the contractor of the assessment, diagram and warrants I.t is further agreed that in case the work called for under the contract is not .finished and completed in all parts and requirements within the time specified, the City Council shall have the right to extend the time for comp- letion or not, as may seem best to serve the interest of the City; and if it decides to extend the time limit for the completion of the contract, it shall further have the right to charge to the contractor, his heirs, assigns, or sureties, and to deduct from the final .payment for the work, all or any part, as .it .may deem proper, of the actual cost of engineering, inspection, super- intendence, and -other overhead expenses which are directly chargeable to the contract, and. which accrue ..during the period of. such extension, except that the cost of-final surveys .and preparation of final estimate shall not be included in such charges. Said amount shall be paid by -contractor to the City of Hunting_ton.Beach. pribr to the delivery to the contractor of the assessment, warrant -and diagram. The Contractor shall not be assess with liquidated damages nor the cost of engineering And_ insp.ection-.during any delay in the completion .of the work caused'by acts of God or the public .enemy, acts of the City, fire,- floods, epidemics, quarantine restrictions, strikes, freight embargoes and unusually severe weather -or delays of sub-contractors due to such causes; provided, that the contractor shall within ten (10) days from the beginning of any such delay notify the Superintendent of Streets in writing of the causes of delay, who shall ascertain the facts and the extent of delay, and his findings ,of the facts thereon shall be final and conclusive. Page 14 SPECIAL PROVISIONS SECTION 1 CONSTRUCTION DETAILS-GENERAL Section 1-01 GENERAL DESCRIPTION OF WORK: The work to be done consists of grading, paving, con- structing concrete curbs and gutters , sanitary sewers , house connection sewers , sewer manholes , water mains , installation of fire hydrants , removal of obstructions , together with appurtenances and appurtenant work in the City of Huntington Beach. Section, 1-02 ESTIMATED QUANTITIES : The following quantities will be used in comparing the bids received: Item No. Description Estimated Quantity 1. Clearing,, Grubbing 6 Removal of Lump Sum Obstructions 2. Excavation 2736 Cubic Yards 3. Asphalt Concrete 810 Tons 4. Asphalt concrete removal 1050 Square Feet 5. Asphalt concrete Berm 6' 85 Linear Feet 6 . Aggregate Base 4394 Tons 7. Compaction 672518 Square Feet - 8. Seal Coat 3. 1 Tons 9 . Prime Coat 7. 5 Tons 10. Concrete curb and gutter 3183 Linear Feet 11. Concrete cross putter 2080 Square Feet 12. 8" V.C.P. sewer main 2658 Linear Feet 13. 4" VCP sewer lateral 1249 Linear Feet 14. Standard Sewer Manhole 7 Each 15. Standard - lamp hole 3 Each -15- Item No. Description Estimated Ouantity 16 . 8" A.C. Water Pain 2220 Linear Feet 17. Fire Hydrants 4 Each 18. 12" A.C.Water Plain 1200 Linear Feet 19. Fence Relocation 45 Linear Feet 20 . Curb only 188 Linear Feet Section 1-03 SPECIFICATIONS : The work to be done under this contract shall comply with the foregoing specifications and with the Standard Specifications of the State of California, Department of Public Works , Division of High- ways , dated January 1969 , insofar as the same may apply, and shall also comply with the following Special Provisions. The terms "State Standard Specifications" when hereinafter used, shall be interpreted as meaning_ , and being synonymous with the Standard Specifications of the State of California, Department of Public TRorks , Division of Highways , dated January 1969. In case of conflict between these specifications , or the State Standard Specifications , and these Special Provisions , these specifications shall take precedence over and be used in lieu of such conflicting portions. Section 1-04 PLANS: The work to be done . under this contract shall comply with the Improvement Plans and said plans are a part of the contract and are on file in the office of Superintendent of Streets . The contract docu- ments shall consist .of the following listed items : 1. Improvement Plans 2 . Applicable sheets of the City of Huntington Beach Standards . 3. Specifications and Special Provisions. 4. Specified manufacturers details and installation instructions. 5. Proposal 6 . The contract and/or agreement. 7. The contractor's bonds and insurance certificates. 8. Requirements of the necessary permits from other public agencies. -16- Section•--I 5 MATERIALS: 4 All materials furnished by the contractor, unless other- wiseapro:vided, shall be new and unused, of standard quality and approved by the Superintendent of Streets. All material not covered by these specifications must be approved by the Street Superintendent, The Street Superintendent shall be the sole judge as to the suitability of the proposed material for the purpose for which it will be used. It shall be understood that all material called out in the specifications by trade names or catalog number, shall mean that material, or an approved equal. Section 1-06 RESPONSIBILITY FOR MATERIAL FURNISHED BY OWNER: The contractor's responsibility for material furnished by the owner shall begin at the point of delivery by the manufacturer, or owner, and upon acceptance of the material by the contractor. The cont'r.actor 'shall examine all material furnished by the owner at the .time and place. of delivery,. and shall reject all defective material. Any defective material furnished by the owner and not rejected by the contractor,, and discovered prior to final acceptance of the work, will be replaced with sound material by the owner and the owner will furnish such additional material and supplies as may be necessary to install such ,repl`aced...material. The contractor, however, shall remove the de- fective material and install the replaced material at his own expense, furnishing all the labor and facilities necessary to complete the work to '.the satisfaction of the Street Superintendent. Any material furnished by the owner that becomes damaged after acceptance by the contractor, shall be replaced by the contractor at his own expense. !the- contractor shall be responsible for the' safe storage of material furnished by or to him, and accepted by him and intended for the work until it has been incorporated in the completed project. Section 1-07 TESTING: The testing of any materials or of any portion of the job under construction shall be at the option of the Street Superintendent or his authorized agents. The contractor shall furnish, without charge, any materials requested for testing in accordance with Section 6 of the Standard Specifications. The contractor shall also provide access to any area of the job for testing purposes and shall furnish, without cost, any assistance necessary to perform the testing. The charges for the testing will be paid by the City. The contractor shall notify the Street Superintendent of the readiness of any phase of any construction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved. -17- Section% 1-08 INSPECTION: The contractor shall recognize the Street Superintendent of the City as the Project engineer, who shall be in charge of and authorize the inspection of the project. The contractor shall provide acbess at all times to any area of the project for inspection purposes and shall furnish, without cost, any assistance necessary to complete required inspections. A forty-eight (48) hour notice shall be given prior to commencing the project, and during construction. The con- tractor shall give due notice , satisfactory to the inspector, of the readiness of any phase of construction to'beinspected and shall not proceed without approval. -18- SPECIAL PROVISIONS SECTION 2 CONSTRUCTION DETAILS-WATER SYSTEM Section 2-01 ASBESTOS CEMENT PIPE: Asbestos cement pine shall conform to the Standard Speci- fications for -asbestos cement water pipe, Class 150 (unless otherwise shown on the plans) of the American Water Works Association No. C 400- 53T or its latest revision. Pipe ends shall be step -machined so as to provide automatic end separation without the use of mechanical spacers. Pipe couplings shall be "Ring Tite" or approved equal. Rubber sealing rings shall be solid in cross section and furnished by the pipe manu- facturer. ?'Maximum compression of the rubber ring shall not exceed 50% of the thickness of the rubber ring nor shall it be less than 20% of the diametrically apposed side. Section 2-02 SPECIALS AND FITTINGS: Specials and fittings shall be either A.W.W.A. Class D or short body 250, with ends to accomodate type of piping used. Fittings for use with asbestos cement pipe shall have machine finished end con- nections with both the ring groove and the interior of the ball machine finished to the tolerance specified by the pipe manufacturer. All cast iron fittings shall be cement lined in accordance with American Standard Specifications A21.4-1939 . The lining shall have a minimum thickness of one-sixteenth inch, and a maximum thickness of one-eighth inch. Fittings shall be free of blocs holes and castings shall be smooth and clean. Section 2-03 GATE VALVES: Gate valves shall be in accordance with A.W.W.A. C 50-59 or its latest revision, iron body, bronze mounted parallel seat, solid bronze double disc, bottom wedging, non-rising stem with 110" ring seals , two inch square operating; nut and shall open left. Ends shall accommo- date type of piping used. Valves for use with asbestos cement pipe shall have machine finished end connections with both the ring groove and the interior of the bell machine finished to the tolerance specified by the pipe manufacturer. Stems shall be "Everdur" , . "Ni-Vee" or proven equal, having a certified tensile strength of not less than 60 ,000 psi, a yield of not less than 30 ,000 psi,and an elongation of not less than 15% in 2-inches. Test bars for above requirements shall be out from the thrust collar area of the stem after heat treating, forging and machining. Stem collars shall be cast integrally with the stem. Manufacturer shall employ a positive permanent method of identification in the field° without disassembly that the valve stem is "Everdur" or proven equal. Stem nut shall be solid bronze. -19- Wedge blocks and hooks shall be solid bronze and be so designed as to allow the gates to function properly when water pressure _ is exerted from either or both directions. All valves 12" and smaller shall be suitable for a working pressure of 200 psi. All valves shall have manufacturers names , working pressure and date cast in plain letters on the body of the valve. Section 2-04 FIRE HYDRANTS : Fire hydrants shall be Rich, East Bay Hydrant, Greenburg, Jones or approved equal. Hydrant stems are to be of "G" metal ,. "Ni-Vee" , "Everdur" or approved equal. Nozzle caps shall be furnished with rubber washers . Installation to be as per City of Huntington Beach Tlater De- partment Plan No. 605. Hydrant bodies shall be cement lined in ac- cordance with American Standard Specification A21. 4-1939. Section 205 VALVE BOX: Valve boxes shall be- Brooks No. 4 TT gate valve box and tile with cast iron face and cover marked "WATER" . Section 2-06 HANDLING PIPE AND ACCESSORIES : A. Care Cast iron pipe, fittings , valves , hydrants , asbestos-cement pipe, and other accessories shall , unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall , at all times , be handled with care to -avoid damage. B. At Site of Work In distributing the material at the site of the work, each piece shall be unloaded apposite or near the place where it is to be -laid in the trench. C. Pipe Kept Clean The interior of all pipe, fittings , and other accessories shall be kept free from dirt and foreign matter at all times. t Section 2-07 ALIGNMENT AND GRADE: A. General All pipe shall be laid and maintained to the required lines and grades with fittings , valves , and hydrants at the required locations , and with joints centered and spigots home, and with all valves and hydrant stems plumb. B Protecting Underground and Surface Structures Temporary support, adequate protection and maintenance of all underground and surface utility structures , drains , sewers , and -20- other obstructions encountered in the program of the work shall be furnished by the contractor, at his own expense, under the direc- tion of the Street Superintendent. C Deviations Occasioned by other Utility Structures Wherever existing utility structures or branch connections lead- ing to main sewer or to main drains or other conduits , ducts , pipes , or structures present obstructions to the grade `and alignment of the pipe, :they. shall be permanently supported, removed, relocated, or reconstructed by the contractor through cooperation with the owner of the utility structure, or obstruction involved. In those instances where the relocation or- .reconstruction is impracticable, a deviation from the line and ¢rade will be ordered, and the change shall be made in the manner directed. D Deviation with Street Superintendent's Consent. No deviation shall be made from the required line or grade ex= cept with the written consent of the Street Superintendent. Should the requested deviation require additional pipe or fittings , no additional compensation shall be allowed therefore. E Subsurface Explorations The City shall have examined available records for the location of existing pipes , valves , or other underground structures , which locations are indicated on the plans . The contractor shall have the responsibility to verify these locations and protect theme structures found in progress of work whether of record or not. Should the City require subsurface explorations other than those pertinent to the execution of the contract , the contractor (under written order of the Street Superintendent) shall make all ex- plorations and excavations for such purpose and the Street Super- indendent will allow extra compensation therefore. F Depth of Pipe Cover All pipes shall be laid to the following minimum depths : For pipe diameter of 4-inches to 8-inches a depth of 36-inches of pipe cover; for pipe diameter of 10-inches , a depth of 42 inches of pipe cover; for pipe diameter of 12-inches , a depth of 48 inches of pipe cover; and for pipe diameter of 14-inches and greater, a depth as designated on the plans , but not to be less than 48-inches of pipe cover. The depth shall be measured from established street grade or the surface of the proposed permanent improvement to the top of the barrels of the pipe. Section 2-08 EXCAVATION AND PREPARATION OF TRENCH: A Trench The trench shall be dup to the ali.rynment and depth required and only so far in advance of pipe laying as the Street Superin- -21- tendent shall permit. The trench shall be so braced and drained that workmen may work therein safely and efficiently. It is essential that the discharge from pumps be led to natural drainage channels , or to storm drains. B Width The trench width may vary with and depend upon the depth of trench and the nature of the excavated material encountered; but in any case shall be of ample width to permit the wipe to be laid and jointed properly and the backfill to be placed and compacted properly. The minimum width of unsheeted trench shall be 24-inches , and for pipe 10-inches or larger, at least one' foot greater but not more than two feet greater than the nominal diameter of the pipe. Variations in these specified trench widths shall be allowed only by consent of the Street Superintendent. C Pipe Foundation The trench, unless otherwise specified, shall have a flat bottom conforming to the grade to which the pipe is to be laid. Any part of the trench excavated below grade, as a result of negligence of the contractor, shall be corrected with approved material, placed and compacted in layers under the direction of the Street Superintendent. When the bottom uncovered to sub- grade is soft and in the opinion of the Street Superintendent cannot support the pipe, a further depth and/or width shall be excavated and refilled to pipe foundation grade as required, or other means , as directed by the Street Superintendent, shall be adopted to assure a firm foundation for the pipe and extra com- pensation shall be allowed therefor. Wherever necessary to pre- vent caving, excavation in instable material shall be adequately sheeted and braced. Where sheeting and bracing are used, the trench width shall be increased accordingly. Trench sheeting shall remain in place until the pipe has been laid, tested for defects and repaired if necessary, and the earth around it com- pacted to a depth of two-feet over the top of the pipe. D Safety Provisions ' The rules and regulations of the local authorities , rules of Industrial Accident Commission of the State of California, re- specting safety provisions shall be observed. E Flow of Drains and Sewers Maintained Adequate provisions shall be made for the flow of sewers , drains and water courses encountered during construction, and the struc- tures which have been disturbed shall be satisfactorily restored upon completion of the work. F Property Protection Trees , fences ,-. poles , and all other property shall be protected -22- unless their removal .is authorized: Any property damaged shall be satisfactorily restored by the contractor. G Interruption of [dater Services No valve or other control on the existing system shall be operated for any purpose. by the contractor without approval of the Street Superintendent. All consumers affected by such operation shall be Notified by the contractor at least one hour before the operation and advised of the probable time when the service will be restored. Section 2-09 PREPARATION OF TRENCH BOTTOM AND LAYING ASBESTOS-CEMENT - PIPE: -- A Trench Bottom The trench bottom shall be prepared for the laying of pipe argil fittings in accordance with the acceptable and recommended pro- cedures outlined in the pipe manufacturers installation guide. B General Proper_ implements tools , and facilities satisfactory to the Street Superintendent shall be provided and used by the contractor for the safe and efficient execution -of the work. All .pipe , fittings valves , hydrants and accessories shall be carefully lowered into the trench by means of derrick, ropes , or other suitable equipment in such manner as to prevent damage to pipe afid fittings-. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. C Inspection of Pipe and Accessories The pipe and accessories shall be inspected for defects prior to lowering into trench. Any defective, damaged or unsound pipe shall be repaired or replaced. D Pipe Kept Clean All foreign matter or -dirt shall be removed from the interior of pipe before lowering into position in the trench. Pipe shall be kept clean by means approved by the Street Superintendent during and after laying.- E Pipe Laying All asbestos-cement pipe shall be handled, assembled, and bedded in accordance with the instructions in the pipe manufacturer' s installation ,guide. Any deviation from the procedures outlined in this manual shall be approved by the Street Superintendent. -23- F Floating Pipe Whenever water is excluded from the interior of the pipe, ade- quate backfill shall be deposited on the pipe .to prevent floating. Any pipe which has floated shall be removed from the trench and be relaid as directed by the Street Superintendent._ G Unsuitable Conditions for Joining. Pipe No pipe shall be laid in water, or when in the opinion of the Street Superintendent the trench condtions or the weather are unsuitable for such work. Section 2-10 SETTING VALVES, VALVE. BOXES, FITTINGS AND BLOW-OFFS A General Gate valves and cast iron pipe fittings shall be set and jointed to the asbestos-cement pipe in accordance with the instructions in the pipe manufacturer's installation guide and in accordance with any instructions of the fitting manufacturers. B Valve Boxes and Valve Pits Valve boxes shall be firmly supported, and maintained centered and plumb over the wrench nut of the gate valve, with box one- quarter inch above the surface of the finished pavement or at such other level as may be directed.. All geared valves and such other valves as may be designated shall be set in masonry valve pits with the wrench nuts readily accessible for operation through out the manhole opening. Pits shall be constructed in a manner that will permit minor valve repairs and to afford protection to the pipe from impact where it passes through the pit walls. C Thrust Blocks Thrust blocks shall be applied at bends , valves and tees , and where changes in pipe diameter occur at reducers or in fittings . Thrust block bearing surfaces shall be calculated from the direc- tions and tables in the pipe manufacturer's installation ¢uide and any special directions of the Street Superindendent. Section 2-11 HYDROSTATIC TESTS : A Pipe to be Tested All pipe including the services shall be tested. This may be accomplished by testing the main line and the services at the same time. Or by testing the main line and then retesting after the services have been connected. The entire system need not be tested at the same time: Portions of any valved section may be tested separately as permitted by the Street Superintendent. -24- 1 B -..;Pressure During Test ,,Unless otherwise specified by the Street Superintendent, an average hydrostatic pressure of 150 pounds per square inch for a period of three hours shall be used in the following; manner: The., line shall be completely filled with water at least 24 hours before testing. The pressure shall be built up by means of a pump to 160 pounds per square inch. The pressure .at •.the start and end of the test shall be 160 pounds per square rich. The pump., pipe connection and all necessary apparatus shall be furnished by the contractor. C Expelling Air Before Test Before applying the specified test pressure , all air shall be expelled from the pipe. To accomplish this , taps shall be made, if necessary, at points -of highest elevation, and afterward tightly plugged. D Examination Under Pressure Any cracked or defective pipe , 'fittinas , valves or hydrants discovered in consequence of this pressure test shall be removed and replaced by the contractor with sound material. E Permissible Leakage No pipe installation will be accepted until the leakage for individual joints shall be .. 020 Rallons per joint, per 3 hours , per : inch of pipe diameter at 150 pounds Der square inch. Tests shall be .made only after completion of partial backfill. The pipe joints shall remain exposed until completion of the hydro- static test. Test shall include all services to property line. Shodid any test of a section of pipe line disclose joint leakage greater than that permitted, .ihe contractor shall at his own ex- pense locate and repair the defective joints until the leakage is within permitted allowance. F Leakage Defined Leakage is defined as the quantity of water pumped into the section of pipe being tested to maintain the specified test pressure. Leakage shall be measured by pumping from a calibrated tank. Section 2-12 BACKFILL OF EXCAVATIONS: A Backf.ill Procedure at -Pipe Zone Selected backfill material free from rock or boulders shall be deposited in the trench simultaneously on both sides of the nine for the full width of the trench and to an elevation of at least -25- 6 inches above the top of the barrels of the pine 8 inches or less in diameter, and not less than 6 inches above the horizontal center line of pipes with diameters 12 inches or larger, leaving the joints exposed for examination during the pressure test speci- fied. The backfill material shall be moistened if necessary, tamped in thin (about 4 inches) layers and thoroughly compacted under and on each side of the pipe to provide solid backing against the external surface of the pipe. B. Backfill Procedure_ above Pipe Zone Succeeding layers of backfill may contain coarse materials , and shall be compacted thoroughly by puddling with hose and long pipe nozzle, or by flooding the trench, or by tamping if the material does not puddle readily. It is important that nroner precautions be taken to prevent floating of the pipe when flooding the trench, and the contractor shall be wholly responsible for neglect of these precautions . C Rock and Boulder Exclusion No rock or boulders shall be used in the backfill for at least one foot above the top of the pipe and no stone larger than 4 inches in its greatest dimension shall be used in the backfilling. D Procedure when Settlement is Important Where it is important that the surface of the backfill be made safe for vehicular traffic, or where a permanent pavement is to be placed. The material shall be thoroughly compacted. in accord- ance with the requirements of the Street Excavation Ordinance. E Deficiency of Backfill , by Whom Supplied Any deficiency in the quantity of material for backfilling the trenches , or for filling depressions caused by settlement, shall be supplied by the contractor. Section 2-13 CUTTING AND REPLACING STREET SURFACES , CONCRETE, ETC. : Where the pipe trench is in a paved street or roadway the existing pavement shall be cut and trimmed to lines on either side of the trench to a width as described in Section 2-08 of these Special Pro- visions. Any loose or broken pavement or pavement which is under- mined, occurring outside of these limits shall be removed -at the Con- tractor's expense. All broken pavement shall be removed from the site of: the work_ and disposed of. All concrete curbs , gutters ,, driveways and sidewalks , drains , pipelines , sprinkler systems , canals or other facilities which are broken into or damaged by the installation of the improvement shall he deconstructed at the contractor's expense, of the same kind of m.:Aterial as the original work. Curbs , gutters or sidewalks shall be -26- removed and replaced to the next joint beyond the excavation required by said installation. All loose pieces .and° broken edges shall be re- moved before replacing any surface of cement work. Surplus pipe line materials , tools , temporary structures , earth from excavations , and debris shall be removed by the contractor and the job site shall be left clean and to the satisfaction of' the Street Superintendent. Section 2-14 CHLORINATION OF COMPLETED PIPE LINE: Before being placed in service, all new water distribu- tion systems , or extension to existing systems , or any valved section of such extension or any replacement in the existing water distribu- tions system shall be chlorinated with Dry Hypochlorite or approved- alternate method. A Dosage The minimum dosage of calcium hypochlorite Dowder containing_ 70a available chlorine shall be one pound for each 1,680 gallons of water pipe capacity treated; chlorine-yielding compounds other than calcium hypochlorite powder may, on approval of the Street Superintendent, be used in amounts proportional to their available chlorine content. For any method used, the minimum residual chlorine content, after 24 hours , shall be 50 parts per million in .all parts of the system. B Points of Application A. predetermined dose shall be shaken into the suction well , the .standpipe or elevated tank, or into the pipe at the first joint attached to the existing water pipe, and the dosage shall be re- peated at frequent predetermined intervals , preferable at each pipe joint as the pipe laying progresses, or as may be directed by the Street Superintendent.. C Bacterial Analysis After lines have been flushed out, samples shall be taken of the water in the lines by the Orange County Health Department for a, bacterial analysis , in accordance with A.W.W.A. Specifications . The contractor, at his expense , shall provide all necessary fittings for above sampling. D Chlorination Repeated if Necessary In the event that the bacterial analysis in the opinion of the Street Superintendent proves unsatisfactory, chlorination shall be repeated by employing acceptable alternative procedures until a satisfactory condition of the water within the pipe is established. The contractor will bear the expense of this second or subsequent ch.lorination.. -27- Section 2-15 SPECIAL QUALIFICATIONS; For the safety of the water supply of the City of Huntington Beach, it is imperative and essential that the City take no risk in awarding the contract to any contractor or person, that is not eminently qualified, through past performance in similar work and re- putation to accomplish the intent of the plans and specifications. -27a- SPECIAL PROVISIONS ,. SECTION 3 . CONSTRUCTION DETAILS-SEWER SYSTEM Section 3-01 EXCAVATION: A General the; line and grade for the sewer line will be established by the .Street Superintendent. Excavation of every description and of Whatever substance encountered shall be made 'to the ,depth and grade.,shown on the plans. Care shall be taken to -restrict all excavation to .the lines and grades. shown on the plans , with adequate allowance .for clearance around concrete structures. Over excavations , due to contractor's negligence shall be refilled with well tamped sand and gravel at the contractor's expense. Materials excavated in streets and roadways shall be ' laid alongside the trench and- kept neatly piled so as to cause as little inconvenience as possible to public travel. Pavement re= movals including concrete, asphalt, or oil mix pavings shall be kept separated from dirt removals intended for backfill. All materials excavated from streets and roadways , not required for backfilling, shall be immediately removed and disposed of by the contractor. No surplus materials shall be dumped on private pro- perty unless written permission is obtained from the owner of the property.- At street crossings or where existing driveways occur in a street, the contractor shall make provisions for ditch-crossings at these points , either by means of backfills or temporary bridges , as the Street Superintendent may direct. Free access must be provided to all fire hydrants , water gates , meters and private drives , and means shall be provided whereby all storm and waste water can flow in the gutters uninterrupted. All excavations shall be supported in the manner set forth in the rules , orders and regulations prescribed by the Industrial Accident Commission of the State of California. Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of the walls of the excavation. If extra excavation is ordered in writing by the Street Superintendent to obtain suitable foundation conditions for structures , such excavation and materials used to refill the excavation will be paid for at the contract unit price for aggregate base, which price shall include full compensa- tion for the excavation and disposal of the unsuitable material and for the furnishing and placing of aggregate base. -28- B Trenches Pipe trenches shall be sufficiently straight between manholes to permit the pipe to be laid true to line in the approximate center of the trench. The trench width shall be such as to pro-- vide a free working space on each side of the pipe as laid, but the maximum allowable width for pipe trenches, measured at the crown of the pipe, shall be the outside diameter of the pipe, exclusive of the bell, plus 16-inches , and such maximum allowable width of pipe trench is exceeded for any reason except as shown on the plans , or herein specified, or by the written 'direction of the Street Superintendent . The contractor, at his own expense for all material and labor,' imbed .the pipe in Class B concrete as directed by the Street Superintendent. The minimum width of pipe trenches measured at the crown of the pipe shall be 12-inches greater than the exterior diameter of the pipe, exclusive of bell, and such minimum width shall be exclusive of all trench timbers. Unless otherwise shown on the plans or specified herein, ex- cavations for the construction of pipelines shall be in open trenches. Sides of trenches shall be kept as nearly vertical as possible. Except as shown on the plans , tunneling will be per- mitted only when necessary to lay pipe under existing structures and then only upon written permission of the Street Superintendent obtained in advance in each case. Where tunneling is permitted, unless otherwise shown on the plans and if the locations of exist- ing structures permit, open trenching between tunnels shall not be less than 8-feet in length. No tunnel shall be less than one foot ,wider than the external diameter of the sewer pipe. Unless otherwise shown on the plans or herein specified, all 8-inch through 12-inch diameter pipe shall be placed directly upon such foundation material as is encountered in the trench bottom. It is. not anticipated that any unstable material will be encountered in the trench bottom_ , but wherever such material is encountered, it shall be removed to a depth to be determined by the Street Super- intendent and replaced with gravel, allowance for the cost of which shall be as above specified. 15-inch and 18-inch diameter pipe shall be laid on a foundation of 6-inches of No. 3 gravel. 21-inch pipe shall be laid on a foundation of 12-inches of No. 3 gravel. Compensation for this specified foundation shall be included in the -unit price bid for the various diameters of pipe to be in- stalled. Pipe trenches shall not be excavated more than 300-feet in ad- vance of sewer pipe laying, nor left unfilled for more than 700- feet where pipe has been laid, except that greater distances may be permitted by the Street Superintendent. The material through which the trench is -excavated shall be de- watered by means of a wellpoint system, or other pumping. facilities -29- acceptable to the Street Superintendent to a minimum depth below subgrade of 18-inches. The trenches and other excavations shall be kept entirely free of water while sewer pipe or concrete is being placed, and until the contrete or mortar has had its final set, or the pipe joints have been completed. Water shall be dis- posed of in such a manner as not to cause injury to public or private property, nor to be a menace to public health. C Excavation for Structures Excavation for all manholes and other structures shall be to the grades shown on the plans and shall be .sufficient in size to leave at least 6-inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. Section 3-02 BACKFILL: A General All backfilling shall be done in such a manner as not to move or otherwise injure the pipeline or structures. All backfilling shall be made with suitable material which is clean and free from. organic or other objectionable substances. Large rock fragments , stones , boulders , broken concrete pavement or oil cake shall not be used. Backfill shall be compacted by water settling unless otherwise specified herein. B Pipe Trenching All field tests shall be successfully completed_ before any back- fill material is placed over the pipe joints. After this testing is completed, the trench shall be backfilled by hand to a minimum depth of one foot over the crown of the pipe with selected material free from lumps or organic matter, placed evenly around and over the pipe of 6-inch layers , and thoroughly compacted by flooding before addttional backfill is placed thereon. After this backfill,. is completed and compacted, the remainder of the backfill shall be made in accordance with Section 19-3.06 , Method A. of the Standard Specifications . Whenever tunneling is permitted, the space between the pipe and the undisturbed dirt shall be. completely filled with sand and gravel or other suitable materials thoroughly compacted. C Structures No backfill shall be placed against or around concrete structures until the concrete has been inspected and approved by the Street Superintendent. Unless otherwise directed by the Street Superin- tendent, backfill adjacent to structures shall be compacted as specified in Paragraph B above. The Street Superintendent may direct that backfill a-round structures be made in layers not ex- ceeding 8-inches in thickness . Each layer to be compacted by moistening and tamping by air or hand tools. Backfill adjacent to structures extending over ground level shall. be brought to a point 6-inches above nominal grade next to the walls of such structures and shall be dressed with a . slope away from the walls. 30- Section 3- 03 PIPING AND STRUCTURES ; A Scope of Work The work covered by this section includes all of the pipe laying work, structures and appurtenant items in the sewer system of the project. B Materials 1. General - All materials entering into this construction s a�i 11�e in accordance with the requirements as herein specified. 2 . Concrete - All concrete work shall be done in accordance with ion. 51 and 90 of the Standard Specifications . Concrete for manhole bases and thrust blocks shall be Class A concrete as outlined in above mentioned Section 51. 3. Mortar - Cement and sand for mortar shall be as specified in Section 51 and 90 of the Standard Specifications. Mortar for sealing precast manholes or plastering shall consist of one part by volume of cement and two and on-half parts by volume of fine aggregate. The mortar shall be mixed in a suitable mixer or in a watertight mixing box. The materials must be thoroughly mixed dry until the mass assumes a uniform color and then sufficient water added to give the mixture a proper con- sistency. No mortar which has begun to set shall be used, and no retempering of mortar will be permitted. 4. Vitrified Clay Pipe - Vitrified clay pipe shall be first quality, durable , vitrified, sound, extra strength pipe, consisting of well-burned clay throughout its entire thickness , and must give a clear, metallic ring when struck with a hammer. Pipe may be either salt-glazed or unglazed. If salt-glazed pipe is f_urnished* or required the pipe must be smooth, and the interior surfaces must be. thoroughly glazed. All pipe, except as herein provided, shall be socket pipe. Pipe ends shall be square with the longitudinal axis and sockets shall be true, circular, and concentric with the bore of the pipe. Pipe shall be scarified on the inside of the socket over its entire depth, andon the outside of the spigot for a corresponding depth. This scarification shall be approximately at right angles to the axis of the pipe. The length of sections of straight pipe, wyes and tees (of all sizes) , exclusive of socket depth, shall be not less than 5 feet, except that for special purposes , shorter length may be furnished. -31- Wyes , tees , bends '§ and all special shapes shall satisfy the same strength requirements as those for the wipe to which they are joined. Branches shall be furnished with the connection or connections of the sizes shown on the plans , securely and completely fastened to the barrel of the pipe in the- process of manufacture. This shall be accomplished by fusion during vitrification in the case of salt-glazed vitrified clay pipe of any size, and in the case of unglazed vitrified clay pipe, 18-inches or less in diameter. In the case of unglazed vitrified clay pipe 21-inches or more in diameter, fusion during vitrification will not be required. However, in addition to other fast- ening materials of unit strength equal. to the unit strength of the material of the pipe , there shall be a reinforcine, collar of cement mortar around the outside of the joint and there shall be no exposure of cement mortar on the interior surface of the pipe. Tee branches shall have their axis perpendicular to the longitudinal axis of the pipe. 'Wye branches shall have their axis approxiattely 450 (unless otherwise specified on the plans) to the longitudinal axis of the pipe, measured from the socket end. All branches shall terminate in sockets and the barrel -of the branch shall be of sufficient length to permit making. a proper joint when the connecting pipe is inserted in the branch socket. A stopper consisting of a disk of the same material as the pipe, 3/4 inch thick and fitting snugly into the socket of the pipe branch, shall be furnished with each wye or tee branch. Dimensions and permissible variations of dimensions of all vitrified clay pipe and fittings shall conform to the standards of the National -Clay Pipe Institute (Western .Div. ) Before being used in any work covered by these specifica- tions , pipe shall be sujected to and shall meet the require- ments of the following hydrostatic pressure tests and loading tests : • The hydrostatic pressure test shall precede the loading test by not less than 1 hour or more than 3 hours , and shall be applied to all specimens received for test in each size and class of pipe. When subjected to an in- ternal hydrostatic pressure of 10 pounds per square inch for 7 minutes , the accumulated moisture on the exterior surface of the pipe shall not run down the sides in such quantity that it will exceed ten milliliters. The loading test shall be a three edge bearing test or sand bearing test conforming to A.S.T.M. Standard Specifications C-13 35 , Clay Sewer Pipe" , with all subsequent amendments thereto. 0 All pipe , fittings and specials shall be clearly marked with the name of the manufacturer, or with a trade mark of a size and type which shall be filed with the Street -32- Superintendent. The manufacturer shall stamp or paint clearly on each pipe or section a mark indicating the class of pipe. 5. Joints for Vitrified Pi e - Factory applied compression joints shall e use an they shall conform to specifica- tions set forth herein. Compression joints , shall be of an approved type of interlocking, resilient, mechanical compression joints , formed on the pipe at the factory, and made to meet the specifications and approval of the National Clay Pipe Research Corp. The joints to be employed shall be. Wedge-Lock, manufactured by Pacific Clay Products , or approved equal. Handling and installing of compression joint pipe shall be in strict accordance with manufacture's directions. 6 . Precast Concrete Manhole Sections - Precast concrete man- holes where called for on the plans shall be installed in accordance with the details and at the locations shown on the plans in accordance with the specifications listed here- in, with the Huntington Beach Standard Drawings , and with the specifications of the County Sanitation Districts of Orange County, where applicable. All precast concrete manholes shall be of design conforming with the Standard 48-inch inside diameter. Manholes shall be straight sided .or eccentric cone as manufactured by Associated Concrete Products Inc. or approved equal. Manhole bases and installation shall be constructed in accordance with the details on the plans and specifications contained herein. Manhole walls interior and exterior including pipe entrances and exits shall be plastered where necessary after in- stallation to obtain a smooth, uniform and watertight surface throughout the structure. 7. C__as��tinIs�s - All castings for manhole heads , frames , covers andoot�ier All shall be of tough gray iron, free from cracks , holes , swells and cold shuts , of workmanlike finish, and made in reasonable agreement with the details shown on the plans. All cast.in-gs--shal.1 meet the require- ments of- C1ass. No. 30 of the A.S.T.M. Standard Specifica- tions , A48-48 , Gray Iron Castings , with any subsequent admendments thereto. Before leaving the foundry, all castings shall be thoroughly cleaned and subjected to a hammer inspection, after which they shall be painted with at least one coat of bitumin9us paint.. The manhole covers and frames shall be Model A-1170- -33- Standard Sewer or Storm Drain Manhole Head manufactured by Alhambra Foundry Company Ltd. Manhole covers shall have raised block-tread design with a 1-1/4" x 1-1/34" slot and a minimum of one inch diameter hole for lifting and vent purposes. . .. . 8. Ste s and Ladders for Underground Structures - .Steps and ladders -for manholes , junction chambers , ushina manholes , and other underground structures shall be made of 3/4" round galvanized iron bars. Steps shall be 14-inches wide and the rungs of the steps shall be 4-inches .from the face of the masonry of the manhole or other structure. Steps shall be placed at intervals of 16-inches with the last step not more than 24-inches from the bottom of the manhole or other structure and the top, step placed immediately under the manhole cover frame. They shall be firmly anchored into the wall of the manhole or other structure in which they are placed. Section 3-04 PIPE LAYING: A. General All pipe shall be laid without break, upgrade from structure to structure, with the socket end of the pipe upgrade. Pipe shall be laid true to line and grade, with a uniform. bearing under the full length of the barrel of the pipe and suitable excavations shall be made to receive the bell of the pipe. Where any portion of the sewer is located within 10 feet of any trees , the removal of which is not included in the contract, the joints of the pipe shall be entirely encased in 4-inches of Class B Concrete, but no additional compensation for the placing of such concrete will be allowed. Walking on, moving, or otherwise. injuring the pipeline in any manner after the joints have been made will not be permitted. B. Pipe Laying and Jointing Before any pipe is .nlaced, the subgrade shall be prepared in conformance with Section 2-08-C. All adjustments to line and grade must be made by scraping or filling the earth under the line of : the pipe , and in no case by wedging or blocking up the bells . Ali pipe shall be carefully cleaned, and any lumps ;or nrojections on the the faces of the spigot ends or shoulders shall be cut away before the pipe is lowered into the trench. The faces of the spigot ends and of the shoulders shall be brought into fair contact , and the pieces shall be fitted together and matched in laying so that there will be no uneveness along the lower inside half of the pipe. . ,When ever the work ceases for any reasoni the end of the sewer shall be closed with a tight fitting plug or cover. The interior of the sewer shall be kept free from dirt and foreign materials as the work progresses , and left clean at its completion. -34- Section 3-05 MANHOLES, JUNCTION CHAMBERS: These structures shall .be built of precast concrete sections , as shown on ..the plans . They shall be built into the sewer at the. places and to the line, dimensions and grades shown on the plans , and shall conform in size, shape, and to the details shown, and in ac- cordance with these specifications . Pipe branches to-,lateral sewers shall be built into the structures where shown on the plans , with the outer ends to be closed as-specified. In laying pipe up to structures , no pipe shall be allowed to, project beyond the inside of the walls of the structures, and in no case shall the bell of the pipe be built into the wall of the structure. The invert channel shall Pe smooth. and accurately shaped to a semi-circular bottom conforming with the inside of the adjacent sewer sections ; or manhole inverts may be constructed by laying full section sewer pipe straight through the manholes and breaking out the top half after the base is constructed. Changes in sizes and grades - shall be made gradually and evenly. Changes in the direction of the sewer and entering branch or. branches shall have a true curve of as large a radius as the size of the manhole will permit. Section 3-06 TEST FOR LEAKAGE: Unless excessive ground water is encountered, each section of sewer between two successive structures shall be tested for leakage by closing the lower end of the sewer to be tested and the inlet sewer .of the upper structure with stoppers , and filling the pipe and structure with water to a point 4 feet above the invert of the open sewer in the upper structure. Test for leakage shall be conducted after the pipeline has been backfilled to a point one foot above the crown of the pipe as . specified herein and before the balance of the backfill has been placed. The allowable leakage will be computed by the formula: D = 0 .0604 X L X -V-H D - is the allowable drop in feet per minute in height of the water in the upper structure L - is the length in feet of the sewer tested, not includ- ing the length of house connections entering the sections being tested. H - is the difference in elevation, in feet between the the invert of the closed sewer in the lower structure, and the surface of the water in the upper structure, orthe head of water on the invert at closed end of sewer. If the leakage, as shown by the tests , is greater than -allowed by the formula, the pipe shall be overhauled , and relaid if -35- necessary, until the joints shall hold satisfactorily under this test. Section 3-07 CLEANING PIPELINE: After the pipeline has been tested for leakage and has been approved by the Street Superintendent, all -pivelines and all structures shall be completely flushed and cleaned of all loose mud, cement, and any other loose or objectionable material. - The pipeline flushing work shall be done with a Wayne Sewer Ball of proper size and shall be done in accordance with the manufactures recommendations and to the satisfaction of the Street Superintendent. -36- SPECIAL PROVISIONS SECTION 4 CONSTRUCTION DETAILS-STREETS Section 4-01 CLEARING, GRUBBING AND RELOCATING CONFLICTING OBSTRUCTIONS: Clearing and grubbing shall consist of removing all object- tionable material. and relocating conflicting; obstructions from the right of way. Such. work shall be done in accordance with Sections 16-1.01 to 1.04 of the Standard Specifications. Section 4-02 WATERING: Watering shall consist of furnishing and applying all water required for the compacting of original ground, embankment material base material and for laying dust caused by grading operations and shall be done in accordance with Sections 10-1.01, and 17-1. 02 of the Standard Specifications and shall include the development of the water supply. The contractor shall make arrangements with the Huntington Beach Water Department for locations to get constructinn water. Payment for water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Any fire hydrants used for service must be supplied with an approved Eddy Valve and in- spected by the Water Department before actual use. Final acceptance of the project will be held up until the Street Superintendent has confirm- ation from the Water Superintendent that the contractor has made payment for all water supplied from the City Svstem. Section 4-03 ASPHALT CONCRETE PAVEMENT REMOVAL: Asphalt concrete n avement removal , as indicated on the plans , shall be removed from the job site and disposed of in accordance with Section 15 and 7-1. 13 of the Standard Specifications. Removals which occur adjacent to pavements which are to remain in o lace, shall be performed to a neatly trimmed saw-cut edge. The contractor will be allowed to elect a two step process ; first by making an initial rough • cut by machinery or pavement breakers ; second .by performing the saw cutting, immediately prior to laying down the planned asphalt concrete work. Section 4- 04 EXCAVATION AND SUB1RADE PREPARATION: The _?radin,7 shall be done in accordance with Section 19 of the Standard Specifications . The entire area to be raved shall be orenared in accordance with the .nrovisions for Class "A" sub7rade of Section 21 of. the Standard Specifications . _ 3 7- Payment for excavation, grading, subgrade preparation, removal and disposal of excess materials and obstructions will be on a cubic yard basis . Payment shall include full compensation for furnish- ing all labor, materials , tools , equipment and doing all work- involved in grading, removal of obstructions , including removal of trees , shrubs , fences , pipes , berm, curbs, gutters , existing pavement, structures , etc. , and preparing the subgrade as above specified, including watering, re- moving and resetting mail boxes , excavation and compacted fill. Section 4-05 AGGREGATE BASE: Class 3 aggregate base shall conform to the provisions for Class 2 aggregate base 1-1/2 inch . maximum as specified in Section 26 of the Standard Specifications and these Special Provisions. At least 65% , by weight, of. the material retained -on the No. 4 sieve shall have at least one fractured face as determined by Test Method No.. California 205. Class 1 aggregate base 3/4 inch maximum size, conforming to the requirements of Section 26-1.02A of the Standard Specifications may substituted for Class 3 aggregate base as specified above. The .R-Value requirement will not be waived as provided in Section 26-1. 02B of the Standard Specifications. The provisions of Section 26-1.035 of the Standard Speci- fications are superseded by the folloraing: At the time aggregate base if spread, it may have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly dis- tributed throughout the material. Section 4-06 PRIME COAT: Prime coat shall consist of furnishing and applying a prime coat of liquid asphalt to the surface of the aggregate base ; and shall be done in accordance with Section 39 of the Standard Specifica- tions. The material placed shall be liquid asphalt of Grade MC-250 -, and shall be applied at the rate of 0 . 20 gallon per square yard or as directed by the Street Superintendent. Section 4-07 PAINT BINDER: Paint binder shall -consist of furnishing and applying a paint binder of asphaltic emulsion to the surface of all existing pave- ment to be resurfaced., to all vertical surfaces of existing pavement and constructing joints , and to the surface of the first course of asphaltic concrete to be placed under this contract. In the event both lifts of asphalt concrete are placed on the same day, then that area will not require the application of paint binder to the new surface of the first course. All applications of paint binder shall be placed in accordance with Section 39 of the Standard Specifications. The material -38- placed shall be the mixing type emulsion. The bituminous base for the emulsion shall be paving asphalt of grade 60-70 and shall be applied at the rate of 0.10 gallon per square yard or as directed by the Street Superintendent. Section 4-08 ASPHALT CONCRETE: Asphalt concrete work shall consist of furnishing, spread- ing and compacting asphalt concrete in conformance with the lines , grades , and dimensions shown on the plans. All work shall be done in accordance with Section 39 of the Standard Specifications. The material placed shall be Type B asphalt concrete using paving asphalt of 85-100 penetration as a binder in conformance with Section 92 of the Standard Specifications. All three and four inch thickness asphalt .concrete shall be laid in two course of equal layers. The aggregate grading for the travel lane asphalt concrete shall be 3/4 inch maximum, medium. Section 4-09 SEAL COAT: Seal coat work shall consist of furnishing and applying a seal coat of bituminous binder without screenings and shall be applied in accordance with Section 37 and 39 of the Standard Specifications. The material placed shall be a mixing type emulsion of Grade SS-1, and shall be applied at the rate of 0 .10 gallon per square yard or as directed by the Street Spperintendent. Section 4-10 FINISHING ROADWAY: Finishing roadway work shall consist of final cleanup of the job of all rubbish, excess materials , temporary structures , and equipment and other similar cleanup or grading work. All shall be done in accordance with Section 22 of the Standard Specifications. Section 4-11 WATER VALVES TO BE ADJUSTED TO GRADE: Water valves to be adjusted to grade shall consist of tying out the valves , removing and storing the frames , covers and cans until the asphalt. paving is completed. After the asphalt concrete paving is completed, and prior to the seal coat application, the valves shall be relocated, brought to grade using as small and neat an excava- tion as possible, patching the remaining void with the same mix of asphalt concrete as specified for the street surface replacements. The water valves to be installed under this contract shall be brought to grade as specified above, however, payment shall be included in the cost of either the valve , main, or system to which they are appurtenant. Section 4-12 TRAFFIC CONTROL: The work shall consist of providing for, and maintaining provisions for public traffic through the construction area at all times -39- and such provisions shall be in accordance with Sections 4-1.04 , 7-1.09 , 7-1.095 and 7-1.12 of the Standard Specifications with exceptions of the payment proysions.. All construction signing shall be in accordance with Section 7-1.09 of the Standard Specifications which refer to the current Manual of Warning Signs , Lights , and Devices for use in performance of work upon Highways issued by the Department of Public Works , Division of Highways , State of California. Section 4-13 CONCRETE CURBS , CURB AND GUTTER AND CROSS GUTTER: Concrete cross gutters , combination curbs and gutters and- curbs shall conform with the requirements of Section 73 of. the Standard Specifications. All concrete shall be Class "A" . Payment for combination curb and gutters' and curbs will be per linear foot, and payment for cross gutters will be per square foot, which price shall include full compensation for furnishing all labor, materials , tools , equipment, and doing all work involved in excavation and backfill, preparing subgrade and constructing curbs , combination curbs and nutters and cross gutters . -40- SPECIAL PROVISIONS SECTION 5 PAY i:ENT Section 5-01 nENERAL: Payment for the furnishing of all labor, material, and equipment necessary to perform the work indicated on the improvement- ,-. drawings and specified herein shall be made in accordance with the following: A. Payment for the following items of work shall be included in the .unit price bid for the various items of work listed on the proposal and no additional compensation will be allowed. 1. Watering 2. Paint binder 3. Finishing roadway 4. _ Water valve adjustment to grade 5. Traffic control 6 . Pressure test 7. Chlorination and bacterial test. B. Asphalt concrete pavement removal shall be paid for at the contract unit price bid per square foot. C Excavation shall be paid for at the contract unit price bid . per cubic yard. D. Clearing, grubbing and relocating conflicting obstructions shall be paid for at the contract unit bid price per lump sum. E. Compaction shall be paid for at the contract unit bid price per square foot of surface area of the excavation and shall in- clude full compensation for compacting the excavation in layers as required. F. Aggregate base shall be paid for at the contract unit price bid per ton. G. Asphalt concrete shall be paid for at the contract unit price bid per ton. -41- H. Prime coat shall be paid for at the contract unit price bid per ton. I. Seal coat shall be paid for at the contract unit price bid per ton. J. Payment for A.C. mains shall be made at the contract unit price bid per linear foot of the diameters listed on the proposal and shall include full compensation for all work herein specified. K. Payment for fire hydrants shall be at the contract unit price bid for each hydrant and shall include full compensation for the complete assembly as indicated on the Huntinton Beach Standard • Drawings . L. Payment for valves , fittings , thrust blocks, and all other • appurtenances shall be included in the unit prices bid for the various items of work listed on the proposal and no additional compensation will be allowed. M. Payment for clay sewer pipe shall be made at • the contract unit bid price per linear foot of the diameters listed on the pro- posal and shall include full compensation for all work herein specified. N. Payment for sewer manholes and lampholes shall be made at the. contract unit bid price per each and shall include full com- pensation for all work herein specified. 0. Asphalt concrete berm, concrete curb and gutter and con- crete curb only shall be paid for at the contract unit price per linear foot. P. Fence relocation shall be paid for- at the contract unit bid price per linear foot. Q. Concrete cross gutter shall be paid for at the contract unit bid price per square foot. -42- SPECIFICATIONS FOR GREEN STREET, PEARCE STREET BOLSA CHICA STREET AND MILO STREET ASSESSMENT DISTRICT NO. 6803 CITY OF HUNTINGTON BEACH ORANGE COUNTY, CALIFORNIA NOVEMBER 3 , 1969 Deposit $5.00 NO REFUND TO BIDDERS I N D E X PAGE PROPOSAL la INFORMATION REQUIRED OF BIDDERS 6a SUBCONTRACTING LISTING 7a AGREEMENT 8a GENERAL SPECIFICATIONS 1-14 SPECIAL PROVISIONS Section 1 CONSTRUCTION DETAILS-GENERAL 1-01 General Description of Work 15 1-02 Estimated Quantities 15 1-03 Specifications 16 1-04 Plans 16 1-05 Materials 17 1-06 Responsibility for Material Furnished by 17 the Owner 1-07 Testing 17 1-08 Inspection 18 Section 2 CONSTRUCTION DETAILS-WATER SYSTEM 2-01 Asphalt Concrete Pipe 19 2-02 Specials and Fittings 19 2-03 Gate Valves 19 2-04 Fire Hydrant 20 2-05 Valve Box 20 2-06 Handling Pipe and Accessories 20 2-07 Alignment and Grade 20 2-08 Excavation and preparation of Trench 21 2-09 Preparation of Trench Bottom and Laying 22 A.C. pipe 2-10 Setting Valves , Valve Boxes , Fittings 23 and Blow-Offs 2-11 Hydrostatic Tests 24 2-12 Backfilling of Excavation 25 2-13 Cutting and Replacing Street Surfaces , 26 Concrete, Etc. 2-14 Chlorination of Completed Pipe Lines 27 2-15 Special Qualifications 27a SPECIAL PRQVISIONS, CONTINUED PAGE Section 3 CONSTRUCTION '^• '• ^ r1 T'" SYSTEM 3-01 Excavation 28 1-02 Bagntill 30 3-03 piping and Structures 31 cI-04 Pipe Laying 34 3-05 Manholes, Junction Chambers 35 3-06 Test for Leakage 35 3-07 Cleaning Pipeline 36 Section 4 CONSTRUCTION DETAILS-STREETS 4-01 Clearing and Grubbing 37 4-02 Watering 37 4-03 Asphalt Concrete Pavement Removal 37 4-04 Excavation and Subgrade Preparation 37 4-05 Aggregate Base 38 4-06 Prime Coat 38 4-07 Paint Binder 38 4-08 Asphalt Concrete 39 4-09 Seal Coat 39 4-10 Finishing Roadway 39 4-11 Water Valves to be adjusted to Grade 39 4-12 Traffic Control 39 4-13 Concrete Curbs , Curb. and Gutter and Cross 40 Gutters Section 5 PAYMENT 41 5-1 General i (Published Huntington Beach ,News` S ,A L Nov. 13, Nov. 20, 1969) J ��aag��ppro �y��pq mnT,IGF_J 4I\k!T-tsir_qe.n en_oi.n e_,_ � fox Bros. Construction Co. OF P. 0. Box C 6� a whose address is to furnish and deliver all materials and to do and perform all work in accordance with the specifications and contract of the Superintendent of Streets of the City of Huntington Beach, California, for the con- struction of: The work as shown on the plans and described in the Specifications and Special Provisions of Assessment District No. 6803. TO THE HONORABLE COUNCIL OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned bidder has carefully examined the provisions of the Improvement Act of 1911 , the form of contract , the general con- I''ditions , the Specifications , the Special Provisions and the Plans for the construction ofi Assessment District No. 6803. Herein before described and referred to in the "Notice In- viting Sealed Bids" inviting proposals on such work dated /Vvu', 13z1g10f and also the site of the work, and will provide all necessary mach- inery , tools , apparatus and other means of construction and do all the work and furnish all material called .for by said specifications , general conditions , special conditions , and drawings in the manner prescribed therein and in said contract and in accordance with the requirements of the En�7ineer under them. The undersigned bidder understands that the quantities of work as shown therein are approximately only and are subject to in- creases or descreases and offers to do the work whether the quantities are increased or decreased at the unit prices stated in' the following schedule : Approx. Unit Quantity Item with Unit Prices tdritten in Words Price Total 1 Clearing, Grubbing, Removal of Ob- Lump structions at7��f/ldks� Sum f / G A'vPIY F'e r L. S. , -la- �i ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA jNOTICE IS HEREBY GIVEN that the City Council of the City of Huntington 9 Beach, California hereby invites sealed bids and proposals for the improvement of the streets and rights of way in Assessment District No. 6803 in the City of Huntington Beach, California, as des- cribed in Resolution of Intention No. 3071 of said City Council adopted November 3, 1969, to which reference is hereby made for a description of said work and improvement, the grade to which it is to be done, the district to be assessed to pay the cost and expenses thereof, the bonds to be issued, and for all further oarticulars therein contained. Reference s hereby further made to the plans and specifications and detailed drawings for said work and improvement on file in the office of the City Clerk.of said City of Huntington Beach, in accordance with which said work shall be done. NOTICE IS FURTHER GIVEN that saic :ity Council has heretofore determined the prevailing rate of per diem wages For the doing of said work, which said scale of wages is contained in the sched- ule thereof set forth in Resolution No. 3020 adopted July 7, 1969 and on file in the office of the City Clerk of said City of Huntington Beach. NOTICE IS FURTHER GIVEN that there are not now any estimated costs for the acquisition of easements and rights of way required in this improvement dis. trict. All proposals or bids shall be accom- oanied by cash, a cashier's check, or a certified check payable to said City of Huntington Beach, for an amount which shall be not less than ten percent (10%) of the aggregate of the proposal, or by Nk bond for that amount and so payable,. ned by the bidder and two sureties, who shall justify before any officer com- ! _ )etent to administer an oath, in double I that amount, and over and above all statutory exemptions, or by a corporate surety frond to the satisfaction and ap-3 3roval of said City of Huntington Beach.I Said sealed bids or proposals shall be delivered to the City Clerk of said City of Huntington Beach on or before Mon-i day, the 15th day of December, 1969 at the hour of 9:00 o'clock A.M. of said day at the office of said City Clerk, City Hall, Huntington Beach, California. Said sealed proposals or bids shall be opened, examined and declared by the City Clerk, _.._.__. -...- ._.,,. the City Attorney, and the Director of Public Works of said City of Huntington Beach at a public meeting called for i that purpose by said City Clerk, City Attorney, and Director of Public Works n the City Hall, Huntington Beach, Cali- fornia at 9:00 o'clock A.M. on Monday, the 15th day of December, 1969, and the. results of said bidding will be reported o the City Council of said City of Hunt- ington Beach at its regular meeting to'! .)e held on Monday, the 15th day of December, 1969 at the hour of 7:30 o'clock P.M. in the council chambers in he City Hail of said City of Huntington 3each, and shall be acted upon by said :ity Council at their said regular meeting if December 15, 1969. 's Said City Council reserves the right o reject any and all bids and proposals hould it deem this for the public good, .nd also the bid of any bidder who has j .een delinquent or unfaithful in any ormer contract with said City of Hunt- ngton Beach. DATED: November 13, 1969, PAUL C. JONES City Clerk of the City of Huntington Beach, California Approx: Unit Quantity Item with Unit Prices I.Britten in Words Price Total 2 : Excavation complete at 2736 Cu.Yd$. O . o� f - v ", er C.Y. � _ 3. M. complete in place at..., -T= e Tons O ��f" /f— per Ton 4 . A.C.Remov 1 at.. . . Sq. Ft. /!� _ Per S.F. 130 /sue 5.. A.C.Berm 6" complete at Lin. Ft. hr'I'a�'O er L.P. 1A - `!i4 6 . A:B; complete in place at 4 d 9r � Tons � yli�////h'`l� lyfl �� Per Ton 7d 7.. Compaction complete at Per r sF. O. S q. Ft. D, o�,Z _? 8. Seal Coat complete in place 4t 00 Tons Qj�j'/�yYl p`-�dP /l Per Ton ` 9, Prime Coat complete in place at w ...�..� Tons _ ",rlf/'�U1�- //d���l per Ton 10 ;. Conc�Curb 6 Gutt r� complete i_- Line; Ft. �`r . Per L4F4 Conc.Cross Gutter, complete 208-0`, /-,f Sq. Fti /� ` /` 4,1 . Pei- SiF. -2a- Approx. Unit Quantity Item with Unit Prices Written in Words Price Total 12 . 8"V.C.Pi7Z --Man complete 2958 / / O a3S-y� v Lin. Ft. /`` r f rPer �L.F. , 13. 4"VCP Sewer Lateral ,complete 114 ((' �/' Lin.Ft. ✓ .�� Z-1� r°!'�sl /f%'!l'�? Per L.F. ? 75 9 679. 7..5 14 . Std. Sewer M.H. complete at 7 / Each fy �F�rY !' vP Ea. y�0:2 5. � i 15. Std. Lamp Hole complete at EACH ,lyl/_ � ���Ylr�i�'/�f11/1�1�J�'er Ea. .Z�✓�� y� v/° 16 . 811AC �Jater Main Complete at 2220� Ft. .� Lin. Ft. �(i�o`f (/ G" Per L.F. Co 17. Fire Hydrants , complete at — q_ r Each Per Ea. �j�t 'yC.�!._ ,G� �'� 181 12"AC Vlater Main complete at Te _r_Li // /�i'Y'7 `.fry/� / r! L.F. 19 . Fence Relocation, complete 30 45 Lin. . Ft. /�l�f _� per L F /ftf 20 . Curb only complete in place at 7° �/ Lr n.Ft. �i/�� 1'/r' G !rJ . Per L.F. / — TOTAL �Ja -3a- The undersigned also agrees as follows : First: Within 25 days from the date of the first pubIlication of the Notice of Award of Contract, to furnish to the City of Hunting- ton Beach, two satisfactory bonds to the amounts specified in Para- graph 12 of the General Conditions guaranteeing the faithful perform- ance of the work and payment of bills. . . . . .. Second: To begin work within 15 days after the date of execution of the contract and to prosecute said work in such a manner as to complete it within (D working days , after the date of the execution of the ,con ract. `- Accompanying this propo al is ash, a cashier's check or a certified check for $ payabl to :the City of Huntington Beach, or a n in the amount o ,� .�-vayable to the City of Huntington each, signed by .the uhd6isijqned and two sureties who have justified before an officer, competent to administer an oath in double that amount, or by a corporate surety bond in the amount of 10% of the aggregate of this proposal, which shall be for- feited, as liquidated damages , if, in the event this proposal is accepted,. the undersigned shall fail to execute the contract under the conditions and within the time specified in this proposal; . otherwise said certified check, bond or corporate surety bond above mentioned is to be returned to the underisgned. Dated If an Individual, partnership � u or non-incorporated organization: COXCOY Signature of Bidder // / 6•� By: 0/7/ Address of Bidder VV COXCO, INC. //�� 4®fiC®, INC. °Ie. Cox ros. ons r®c op Cut M. A. Cox . : resident sus/I.M/ P. O. Box C r 'Stanton,Californ°ta Cl/)�� A D. Cox- Vice h0m Ow A-do Names and Addresses of Members of the Firm If a Corporation ®�/X� Signature of Bidder BY _ a Tit Do Cos 6 , �°e Pr -4a- OXCOI y .I.I'. rOx Bros. Constracttet Business Address P. 0. Box C # rti i Incorporated under the Laws of theState of a - President M. A. Cox • president AL D. Cox- vice P Secretary Treasurer - . Cow -- 5ihc,C'r-s State License Number (, Telephone Corporate Seal 70 Dated this ,/� Day of ZC'. 1969. Corporation organized under Laws of the State of �� ...__ Subscribed and sworn to before me this ���_ day of /roc 1969 . Notary Public in and for the County of �Ily C,mmis,ir�� xpires Sept. 20, 1971 State of California. -5a- P R O P O S A L INFORMATION REQUIRED OF BIDDERS The bidder is required to supply the following information: (Additional sheets may be attached, if necOWMP, JV4Q (1) Address : % Cox i$rog• ®nstructio �o. e- a- Box C (2) Tel.# Ste #on{Cali¢ormia ( 3) Type of firm - Individual - - ar. nership - or Corporation �^ - �- (4) Corporation organized under the laws of the State of ( 5) Contractor's License No. Z D 6 7 0 7 (6) List the names and addresses of all members of the firm or names and titles of all officers of the corporation: race i N X A. Cox President • Vice FnA - 777/ S I+ -T ( 7) Number of years experience as a contractor in construction work ( 8) List at least six projects completed as of recent date: Contract Amount - Class of Work - Date Completed - Name of Owner -�T '�/�i� , �i� Cer%,c�r.��[�� -{o►r�oua��uN�fr�Ql./9�1� (�hii�;o�'Ca-/�, 2'rYc�i� SfYee74 rov� �h7` /Q6 o7�/I u ravia; C�� Ala� eat /US ��r ��d -� �aUew,Nrov fir• /9er U•S/f/ (.--/ (9) List the name of the person who inspected the site of the work for your firm: r- �f1j� Date of Inspection: ,��e. //,'f" f T (10) If requested by the District, the bidder shall furnish a notarized financial statement, financial data, or other information and re- ferences sufficiently comprehensive to permit an appraisal of his current financial conditon. -6a- P R O P O S A L SUB-CONTRACTOR - LISTING PURSUANT TO THE GOVERNMIENT CODE 4100, THE PRIME CONTRACTOR, IN ORDER FOR THIS PROPOSAL TO BE ACCEPTABLE FOR CONSIDERATION SHALL FURNISH THE NAME AND LOCATION OF THE PLACE OF BUSINESS OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR RENDER SERVICE ON THIS PROJECT IN' AN AMOUNT EXCEEDING ONE HALF OF ONE PER CENT OF THE TOTAL BID. WORK TO BE PERFORMED SUBCONTRACTOR SUBCONTRACTOR'S ADDRESS BY SUBMISSION OF THIS PROPOSAL, THE CONTRACTOR CERTIFIES: 1. THAT HE IS ABLE TO AND WILL PERFORM THE BALANCE OF ALL WORK WHICH IS NOT COVERED IN THE ABOVE SUBCONTRACTOR LISTING. 2 . THAT THE CITY OF HUNTINGTON BEACH WILL BE FURNISHED COPIES OF ALL. SUB-CONTRACTS ENTERED INTO AND BONDS FURNISHED BY SUBCONTRACTOR FOR THIS PROJECT. -7 a- A G R E E M E N T THIS AGREEMENT, made and entered into, in duplicate, this: day of , 19699 by and between JAPZES Ra WHEELER. S-uperin" tendent of Streets of the City of Huntington Beach, California, herein after referred to as First Party, and hereinafter referred to as Second Party, W I T N E S S E T H WHEREAS, Second Party has been awarded the contract for the work hereinafter mentioned by the City Council of the City of Huntington Beach Calfiornia, by its Resolution No. gassed and adon.ted on the day of , 1969,, -to which reference is hereby made for further particulars: NOW, THEREFORE, IT IS MUTUALLY AGREED BETWEEN THE PARTIES. HERE- TO AS FOLLOWS : 1. Second Party promises and agrees to do and perform and cause to be done and performed in a good and workmanlike manner under the direction of and to the satisfaction of the Superintendent of Streets of the City of Huntington Beach, California, and in accordance with the plans and specifications heretofore adopted by said City Council for the doing of said work on the , . day of• 1969 , by its Resolution No.- , all o he work and improvements - described in Resolution No. , of said City Council passed and adopted on the day of , 1969 , to which re- solution reference is hby made for fur er particulars, and made part hereof as though set forth fully herein. 2. The contract entered into between the Darties hereto by acceptance of the bid of Second Party and execution .of this agreement consists of the. following documents , all .of which are a component part of this agreement as though set forth fully herein: (a) This agreement; (b) Plans and specifications above referred to.; tc) Notice inviting sealed bids ; (d) Information and instructions for bidders , (e) Bid of Second Party; All of said documents are on file in the office of.-,..the Director of Public Works of said City of Huntington Beach, California. 3. Second Party shall, and agrees to furnish all the necessary tools , equipment, labor and materials required for the performance and. -8a- completion of said work and improvement, and all materials used shall comply with said specifications and be to the satisfaction of the Superintendent of Streets. 4. First party, acting in his official capacity as said Super- intendent of Streets , and not individually, hereby fixes the time of the commencement of said work under this contract to be on the day of , 1969 , and said work. and improvements a be pro- secuted- with diliggnce from day to day thereafter to completion; and Second Party hereby agrees to commence such work and improvement within said time and prosecute the same with due diligence , and that second party will, within day from the date of execution of this agreement, or within such further time as may be granted by said City Council, complete said work and improvement and turn the same over to said Superintendent of Streets , complete and ready for use, and free ' and discharged of all claims and demands whatsoever for or on account of any and all materials , provisions , provender, or other supplies or the use of implements or machinery used in, upon, for, or about the per- formance of the work contracted to be done, or for any work or labor therein of any kind. S. The said Superintendent of Streets , acting in his official capacity as such, and not individually, promises and agrees that upon the performance of the covenants as aforesaid by Second party, he will duly make and issue an assessment and diagram and attach a warrant there- to for the total amount of the cost and expense of said work, including all incidental expenses as are incurred and chargeable to the work under these proceedings and authorized by the provisions of said Streets and Highways Code, less the amount which the City Council has agreed to con tribute to the cost of said work, as set forth in Resolution of Inten- tion No. of said City Council , adopted provided t� a�i—t the contractor shall pay to said Superintendent o Streets such incidental expenses at the time' and in the manner pre- scribed by said code. The amount which said City Council has. agreed -to contribute to the total cost of said work shall be paid to Second Party concurrently with the delivery to Second party of the Assessment, Diagram and Warrant. The total cost of all work and improvement, to be determined upon actual inspection of said work and improvement by the Superinteh.- dent of Streets upon completion and acceptance of said work and improve- ment, exclusive of incidental expenses , including all items for which a unit price is not specified, shall be determined and computed on the basis of the bid prices. 6. IT IS FURTHER AGREED that eight (S) hours of labor shall con stitute a legal days work, and that Second Party shall not require or permit any laborer, workman or mechanic, or any subcontractor empl.oyed to' perform any of the work included in this agreement to labor more than eight ( 8) hours during any one calendar day or more than forty (40) hours in any one calendar week, except for compensation as provided in Section 1815 of the Labor Code of the State of California; and it is further stipulated and agreed that Second Party shall forfeit, .as a penalty , to said City of Huntington Beach, California, the amount of Twenty-five Dollars ($25. 00) for each laborer, workman or mechanic -9a- employed in the execution of this agreement by Second Party or any sub- centractor under Second Party upon any of the work included in this agreement, for each calendar day or each calendar week during which such laborer, workman or mechanic is required or permitted to labor more than ceight ( 8) hours in any one calendar day or more than forty (40) hours in any one calendar week in violation of the provisions of Sections 1810 co 1815 ; inclusive, of said Labor Code. 7. Second Party hereby agrees to keep full, true and accurate records of the names and actual hours worked by the respective workers employed by Second Party under this agreement, and to allow access to the same at any reasonable hour to any person having the authority to _,zspect the same as contemplated under the provions of said Labor Code. 8. IT IS FURTHER AGREED that second party and/or any subcon- cractor doing or contracting to do any part of the work contemplated by �Lhis agrement shall not knowingly employ on said work any alien, except in case of extraordinary emergency caused by fire , flood, or danger to life or property ; and it is further agreed that Second Party shall forfeit to said City of Huntington Beach, California, the sum of Ten Dollars ($10.00) for each alien employed by Second Party or by any sub- contractor under Second Party in the execution of this agreement, for each and every calendar day or portion thereof, during which such alien is knowingly employed or caused or allowed to be employed, except as hereinabove set forth. Second party further agrees to he found by and -t:o comply with all of the provisions of said Labor Code affectinp � zecution of this agreement , including Sections 1850 to 18549 incla-*ive. Second Party agrees not to refuse to accept otherwise qualified em- - ployees as indentured apprentices solely on the ground of the race, treed or color of such employee. 9. The City Council of the City of Huntington Beach, California has ascertained the general prevailing, rate of per diem wages applic- Lble to the work to be done hereunder to be as set forth and contained upon the schedule thereof on file in the office of the City Clerk of said City of Huntington Beach, to which reference is hereby made for further particulars . Second party agrees to pay not less than said pre- vailing rate of wages to all workmen employed in the execution of this agreement, to comply with Sections 1770 to 1781 of the Labor Code of the State of California, and shall forfeit to said City Twenty-five ($25 . 00) dollars for each calendar day or portion thereof for each work- rnan paid less than said general prevailing rate of per diem wages durinFr. each day of the prosecution of said work. 10. Second Party expressly agrees that serial bonds to represent unpaid assessments , amounting to $50 .00 or more and bearing interest at the rate of seven ( 7%) per annum, shall be issued hereunder in the manner provided for by said Improvement Act of 1911 , Part 5 , Division 7 of the Streets. and Highways Code of the State of California, the said bonds extending over a period ending nine (9) years from the second day of January next succeeding the next September first following their date. ll.. It: is hereby stipulated and agreed between the parties here- _o , and notice is hereby expressly given to Second Party, that in no -10a- . case, except where it is otherwise provided by law, will said City, or any officer or employee thereof, be liable for any portion of the expense of the work aforesaid or for any deliquency of person or pro- perty assessed. 12 . Second Party further agrees at the time of signing and ex- ecuting this agreement to furnish at Second Party's own expense and fil, with the City Clerk of said City, a faithful performance bond in the form provided for in Section 5254 of said Streets and Highways Code in the amount of $ , and a labor and material bond in the form as provided or in ection 5290 of said Streets and Highways Code in the amount of $ . 13. In the event Second Party does not complete such work and improvement within the time limit hereinbefore specified, or within such further time as said City Council may grant Second Party, Second Party, shall pay to said City liquidated damages in the amount of $100.00 per day for each and every day said work is not completed be- yond the time prescribed for completing said work. The amount of liquidated damages due shall be Daid by Second Party to said City prior to the delivery to Second Party of the Assessment , Diagram and Warrant. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and have caused this agreement to be duly executed the day and year in this instrument first above written. by: Second party James R. Wheeler, First Party Superintendent of Streets , City of Huntington Beach, Calfiornia CERTIFICATION-SECTION 1861 LABOR CODE I . the undersigned contractor, am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen' s compensation or to undertake self- insurance in accordance with the provisions of that code , and I , the undersigned contractor, agrees to and will comply with such provisions before commencing the performance of the work of this contract. SIGNATURE OF CONTRACTOR -�lq- T0: ALL BIDDERS FROM: ENGINEERING DEPARTMENT, CITY OF HUNTINGTON BEACH SUBJECT: HUNTINGTON BEACH ASSESSMENT DISTRICT NO. 6803 SPECIFICATIONS DATED 11/3/69 ADDENDA NO. 1 1. On Page 10a, Paragraph 8 of the Form Contract, delete. 2. Pages 7 and 8 of General Conditions of Contract, delete Paragraph 20. Sections 4380 and 4381 of the Government Code relating to trade names or equals will apply. 3. Page 9 . Paragraph 26 , delete. 4. Page 10 , Paragraph 29 , delete. JAMES R. WHEELER SUPERINTENDENT OF STREETS 11/14/69 ,• Ire .Vir-e I N D E X SECTION I, GENERAL CONDITIONS OF CONTRACT 1. Definitions 2. Examination of Plans, Specifications, and Special Provisions and Site of Work 3. Proposal Forms 4. Rejection of Proposals containing alterations, erasures or irregularities 5. Proposal Guaranty 6. Withdrawal of Proposals 7. Public Opening of Proposals 8. Disqualifications of Bidders 9. Competency of Bidders, Deposit for Plans and Specifications 10. Award of Contract 11. Return of Proposal Guaranties 12. Contract Bonds 13. Execution of Contract 14. Failure to execute contract 15. Non-responsibility of the City 16. Accident Prevention 17. Drawings and Specifications Interpretation 17oa. Changes in the Work 18. Conduct of work 19. Inspection 20. Materials 21. Sample and Tests 22. Rejection 23. Preservation and Cleaning 24. Regulations and Protection 25. Hours of Labor 26. Alien Labor 27. Prevailing Wage 28. Registration of Contractors 29. Domestic Materials 30. Convict made materials 31. Responsibility for Damage 32. Cooperation between Contractors 33. Contractor's responsibility for Work 34. Property Rights in Materials 35. No Personal Liability 36. Progress of Schedule 37. Working days 38. Labor 39. Subcontractors 40. Termination of Contract 41. Acceptance 42. Payments by the City Final Payment 43. Liquidated Damages SECTION. I GENERAL CONDITIONS OF CONTRACT 1. DEFINITIONS: Whenever, in these specifications or other contract documents where these specifications govern, the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows: CITY: City of Huntington Beach, California. STREET SUPERINTENDENT: Street Superintendent of the City of Huntington Beach, California. DIRECTOR OF PUBLIC WORKS: Director of Public Works of the City of Huntington Beach, California. CITY CLERK: City Clerk of the City of Huntington Beach, California. COUNCIL: Council of the City of Huntington Beach, California. CITY ATTORNEY: City Attorney of the City of Huntington Beach, California. CONTRACT: Contract Documents consists of the Agreement, the General Conditions of the Contract, the Plans or Drawings and Specifications, including all .modifications thereof incorporated in the Documents before their execution. . BIDDERS: Any Individual, Firm, Co-partnership or Corporation, submitting a .proposal for the. work contemplated, acting directly or through a. duly authorized representative. CONTRACTOR: The Person or Persons, Co-partnership or Corporation, who have entered. into. a contract with the City as party or parties of the first part, or his or their legal representatives. SUBCONTRACTORS: A. per, Firm or Corporation supplying labor and materials or labor for work at the site of the .project as an agent of the Contractor. PLANS: The official scale and full size detail drawings or exact repro- ductions thereof, adopted and. approved by the City, showing the location, character., dimensions and_-details of. the- work to. be done and- which are to be considered as .par-t..of the Contract. SPECIFICATIONS: The instructions, provisions, conditions, and detail requirements contained herein or herewith, pertaining to the methods and manner of. performing the work or to the quantities and qualities of materials to be furnished under the Contract. -WORK: All of the work of the project contemplated and called for or shown in the. Contract Documents. Page 1 CALLED FOR, SHOWN, INDICATED: As called for, shown and/or indicated in the specifications or on the drawings. DIRECTED: As directed by the City through it s legal representative. APPROVED, PROPER, EQUAL, REQUIRED, SATISFACTORY, SUITABLE, NECESSARY: As considered approved, proper, equal, required, satisfactory, suitable or necessary in the judgement of the City. INSPECTOR: Legal representative of the City. PROPOSAL REQUIREMENTS AND CONDITIONS 2. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND SITE OF WORK The bidder shal.l_.examine carefully the site of the work contemplated and the proposal, plans, specifications and contract forms therefore. It will .be assumed that .the bidder has investigated and is satisfied as to the general and local conditions to be encountered, as to the character, quality and-.quantities of the work to be performed arid...materials. to be furnished as to the character of equipment and .facilities needed-.preliminary to and during the prosecution of the work, and as. to .the._ requirements of these specifications. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modigy any of the terms or obligations herein contained. 3. PROPOSAL FORMS All proposals shall be made upon blank forms to be obtained from the Director of Public Works. The Bidder shall submit his proposal on the form furnished him. Proposals submitted on forms other than the one issued to the bidder will be disregarded. All proposals -shall..-give the_prices ..proposed, both in writing. and figures, and shall be signed by the bidder, with his address, and Contractor's State License Number. If the.proposal is made by an individual, his name and Post Office Address must be shown; if made by a Firm or Partnership, the name and .Post Office Address of the Firm or Partner- ship and the signature of one or both partners must be.-shown, if made by a Corporation, the proposal shall show the name of the State under the laws of which the. Corpo.ra.tion was chartered, the name of the Corporation and the title of the person who signs on behalf of the Corporation. 4. REJECTION OF PROPOSALS CONTAINING ALTERATIONS,..ERASURES OR IRREGULARITIES Proposals may be rejected if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures or irregularities of. any kind. Page 2 5. PROPOSAL GUARANTY All bids shall be presented under sealed cover and shall be accompa- nied by cash, a cashier's check, certified check, or bidder's bond made payable to the City of Huntington Beach, for an amount equal to at least ten percent (.10%) of the amount of said bid, and no bid will be considered unless such cash, cashier's check, or certified check, or bidder's bond is enclosed therewith. 6. WITHDRAWAL OF.-PROPOSALS Any bid may .be withdrawn at any time prior to the hour fixed in the notice of Contractors- for the .opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice the right of a bidder to file a new bid. 7. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indica.ted.in .the notice to Contractors. Bidders or their authorized agents are invited to be present. 8. DISQUALIFICATION OF BIDDERS More than one proposal from an Individual, a Firm or Partnership, .a Corporation or an.Association under the same of different names will not be: considered... . Reasonable..ground.-for believing that any bidder is -interested -in more than .one _proposal_.for the work contemplated will cause the rejection of all .proposals in which such bidder is interested. If there is reason for believing that..co.11usion will be considered- in awarding the Contract. Proposals in which the.prices obviously are unbalanced may be rejected. 9.. COMPETENCY OF BIDDERS AND DEPOSIT FOR PLANS AND SPECIFICATIONS Plans, specifications, and proposals forms will be issued only to those Contractors who can .qualify as competent bidders. A.-charge will .be required for the taking. out of plans, none of which will be refunded to any bidder. ._AWARD AND EXECUTION OF CONTRACT .10. AWARD OF CONTRACT The..r.ight is reserved to reject any._and._all___p-r.oposals. The award of the contract, if -it be-.awarded, will be .to the lowest responsible -bidder whose proposal complies with all the .requirements prescribed. The award, if made, will be -made within thirty (30). .days-after the opening of .the-proposals. A.11. bids..will be compared on the basis of the City's estimate of the quantities of work to be done. Page 3 11. RETURN OF PROPOSAL GUARANTIES Within ten (10) _days after the award of the contract, the City Clerk will return the .proposal guaranties accompanying such of the proposals as are not to be considered in making the award. All other proposals guaranties will be held. until the contract has been fully executed, after which they will be returned to the respective bidders whose proposal they accompany. 12. CONTRACT BONDS t The .contractor shall furnish two (2) surety bonds in duplicate counterpart,. one ..as security for the faithful performance of the contract in an- amount .equal to one hundred percent (100%) of the contract price, and one as security for the payment of all persons performing labor and furnish- ing materials in- connect-ion with the contract in an amount at least equal to fifty percent (50%)' of the contract price. 13. EXECUTION OF CONTRACT The contract shall be signed by the successful bidder in duplicate counterpart and returned, together with the contract bonds, within twenty-five (25) days from- the first publication of the notice of award- of contract. The contractor shall also. sign a set -of the plans and specifications for filing . with the .contrac_t. No contract shall be binding upon the City until same has been completely executed by the contractor and the City. 14. FAILURE TO EXECUTE CONTRACT Failure to execute a contract and file acceptable bonds as provided herein within said time shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. 15. NON-RESPONSIBILITY OF THE CITY The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to persons employed, or to the public. The Contractor shall take out and pay for .all .accident, .compensation and fire insurance necessary, according to law and. as.sume all risk and responsibility until the work is finally accepted by the City,; all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the Contractor and..the. City is hereby relieved at all times from any_.indebtedness or claim other than--payments under terms of the contract. The contractor shall indemnify the City against any expense on account of anything used in the work being, or being claimed, infringements of letter of patent. Page 4 16. ACCIDENT PREVENTION Precaution shall be exercised -at all times for the protection of persons (including employees) and property. The safety provisions of- applicable laws, building and construction codes shall be observed. Machinery, equipment, and other hazards shall be guarded or eliminated in accordance with the safety provisions of the California Industrial Accident Commission, and the "Manual of Accident Prevention in Construction", published by the Associated. General Contractors of America, to the extent that such provisions are not in contravention of applicable law. 17. DRAWINGS AND SPECIFICATIONS Interpretation: Figured dimensions. of the drawings shall govern, but work not dimensioned shall be as directed. Work indicated but not particularly detailed or specified shall be equal to similar parts that are detailed or specified, or as directed. Full size details shall take prece- dence over scale drawings a-s to shape and details of- construction. It is intended that scale drawings, full size details and specifications should agree, but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the Contractor shall notify the Street Superintendent at once; if the Contractor proceeds with the work affected without instruction from the Street Superintendent, , he shall make good any resultant damage or defect. All misunderstandings of drawings and specifications shall be clarified by the Street Superintendent, whose decision shall be final. Any work called for by the drawing-sand not mentioned in the speci- fications, or vice versa, is to be furnished as set forth by both. Where not specifically stated otherwise, all work and materials necessary for each unit of construction, including special construction for any specific brand or shape of material called for, even the only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. Lists, rules and regulations referred to are recognized printed standards...and .shall be considered as -one -and apart of these specifications within the limits specified. All drawings and specifications are City property and must be returned when ordered. "General Conditions" apply with equal force to all of the work. Additional Details: The City may furnish additional details to more fully explain the work and same shall be considered part of the contract documents. Where the work is not sufficiently detailed or clearly shown, the Contractor, before proceeding, shall apply in writing for additional details. Page 5' Any work-.done by the Contractor before receipt of such .details, if not in.accor_dance with same, shall be removed and-.replaced or adjusted, at his own. .expense. Should any details be, in the opinionof the Contractor, mor.e .elaborate. than warranted, written notice thereof must be given the City within five (5) days of receipt of same. The City will then consider the claim, and if justified the drawings will be amended. Non-receipt of such notice relieves the City of any claim. `17--a. CHANGES IN THE WORK: .Increases and decreases in the work shall be done in conformity with the provisions of Sections 5230 to 5236, inclusive, Chapter 8.5 of Division 7 of the Streets and Highways Code of the State of California, a portion of the Improvement Act of 19.11. The inclusion or deletion of any such work shall be--at the bid prices if there are unit prices for such work in the bid on file, or otherwise at prices to be agreed upon between said Contractor and said City Council. 18. CONDUCT OF WORK The Contractor shall observe that the City reserves the right to do.. other work -in connection with the project, by contract or otherwise, and he shall .at all times .conduct this work so as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work with the- work of. .o.thers so_ that no discrepancies shall result in the whole work. The Contractor shall._pr.ovide, at his own risk, all tools, machinery, scaffolding, false work, forms and centers for the -execution of the work. Equipment shall be..adequa.te and as approved. The Contractor shall obtain all necessary measurements from.-the work and- shall .check dimensions, levels and construction -and- layout.,. .and supervise the construction for correctness of which he shall _be responsible. Where work of one trade joins or is on other work, there shall be no- discrepancy when..same.._is completed. In engaging work with other materials,-. marring or .damaging .same will .not .be .permitted. -Should improper work of any trade be covered by another which results in damage or def.ects.,._ the .whole work.-affected shall be made..good-.withou expense to the City. . The-Contractor must anticipate relation of. all parts' of the work and at the .proper time furnish and set anchorage, blocking or bedding as required. Anchorage .and blocking necessary for each trade shall be a-part of same,. except where stated otherwise. Assistance required by the City in obtaining measuxements_ or information on the work shall be furnished accurately and fully without cost by the Contractor. Page 6 19. INSPECTION The Contractor shall at all times maintain proper facilities and provide safe access for inspecti.on. by the Street- Superintendent to all parts of the work, and to the shops wherein work is in preparation. Where the specifications require work to be tested, it shall not be covered up until tested- and approved by the Street Superintendent and the Contractor shall be solely responsible for notifying the Street Superintendent where and when such work is in readiness for testing. Should any such work be covered with- out test- and approval, it shall, if so ordered, be uncovered at the Contractor's expense,- Re-.examination of questioned. work may be ordered by the Engineer and if so ordered, must be uncovered by the Contractor.. If such .work be found in accordance with the contract specifications the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the contract specifications the contractor shall pay such cost. The contractor shall prosecute work only in the presence of the Engineer or Inspector appointed by the Superintendent of Streets and any work done in the absence of said Engineer or Inspector will be subject to rejection. The contractor shall make .a. written application for an inspector at least twenty-four (24) hours before his services are required on the work. The Contractor shall furnish the Engineers and Inspectors reasonable facilities for obtaining full -information respecting the progress and manner of the work, and the character of the materials. The Contractor shall prosecute work on any State Highway only in the presence of an inspector representing the State Division of Highways and any work done in the .absence of said inspector will be subject to rejection. The Contractor shall make the.- appropriate notification according to the instruction given on the State Encroachment Permit for all inspections, and shall post all Bonds and Certifications required by the encroachment permit. The permit shall be acquired by the City. .20. MATERIALS Price, fitness and quality being equal, preference shall be given to products of the State of California. Materials shall be new, .and of specfied kind and -quality and fully equal. to samples when- samples are required. When the quality or kind of material or articles .shown-and.required under the contract is not particu- lar.ly specified, the Contractor shall estimate that the City will require articles or materials representing the best of its class or kind or at least equal to the class or quality of similar articles or materials that are specified. Page 7 Where articles or materials are specified by brand or trade name, that particular -article or material mustbe used. -Materials shall be furnished in ample quantities and at such times to insure uninterrupted -progress of the work. Same shall be stowed properly and protected as required. The Contractor shall be entirely responsible for damage or loss by weather or other cause. 21. SAMPLE AND TESTS Materials or work requiring tests are so specified. Other material may be tested but only at the discretion of the Street Superintendent. All samples for testing will be taken by the Street Superintendent from material delivered, unles.s .otherwise directed, and tests will be under the supervision of, as directed .by and.-at. .s.uch..p.oints. as may be convenient to the City. Materials requiring test shall be delivered in ample time before intended use, to allow for testing and none may be used before receipt of approval. All approvals or decisions will be rendered in writing. Samples that are of value after testing, shall remain the property of the Contractor. 22. REJECTION Should any portion of the work be done, or any materials be delivered, which fail to comply with requirements of the specification or the drawings, same will be rejected and. the Contractor- sha-ll. immediately make same satis- factory to the City. Any._ma.terials'.:which are condemned shall immediately be removed from the .premises. .-23. - PRESERVATION AND CLEANING The contractor sha.l.l.. properly preserve and clean the work as it progresses. At regular intervals, or when directed, rubbish shall be collected and -removed, and at completion the whole work shall be cleaned and all tools, false work,.. equipment- and- rubbish shall be removed from the site, all being left -in clean and proper condition as directed. 24. REGULATIONS AND PROTECTION The contractor shall keep informed and observe, and comply with, and cause all of his agents and employees to observe and comply with, all prevai.l.ing. Federal, State and Municipal Laws, Ordinances, Rules and Regulations which in any way affect the conduct of the work of this contract. If any con- flict arises between provisions of the Plans and Specifications and any such law abo_ve. refer-red- to., then the_ Contractor shall notify the City at once in writing.. The Contractor shall..-protect and indemnify the. City .or _any of its officers, agents., and employees -against any claim or liability arising from :or based.on .the. violation of.-any such law, Ordinance, Rule or Regulation, whether by himself or his agents or employees. Page 8 The Contractor shall be responsible for and provide and maintain all proper temporary walks, roads, guards, railing, lights, and warning signs and take all precautions at all times to avoid injury or damage to any persons or any property.. Watchman, when required, shall be employed by the Contractor. No advertising sign of any description will be permitted in or about the work except by order of the City. Signs required are specified and shall be furnished and installed by the Contractor. The contractor shall, at his expense, abtain all necessary permits and licenses, give all. requisite.notices, pay all fees required by law and comply with all law, Ordinances, Rules and Regulations relating to the work and to the preservation of the Public Health and Safety. Strict prohibition against committing any nuisance in or about the work mus.t .be .mainrained. Conveniences shall be provided for employees and mainta.ined .in sanitary conditions. 25. HOURS OF LABOR The Contractor shall forfeit, as penalty, twenty-five (25.00) for each laborer, workmen, or. mechanic employed in the execution of the contract by -him, or by any. subcontrac-tor under him for each calendar day during which said -laborer, workman, or- mechanic is required or permitted to labor more: -than .eight (8) hours.-in.-violation of the .provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on- public works, by requiring contractors to file with the awarding body a verified report as to the nature of any- extraordinary emer- gency when their employees are -permitted to work over eight (8) hours per day, together with the names of the said employees, and the hours worked per day making..:failure to file:said report within thirty (30) days ..prima facie proof that no extraor_dinary .emergency existed, .also making- it a misdemeanor for any contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the name of and the actual hours worked by each workman employed by him in connection with public work. 26.. ALIEN LABOR The contractor shall forfeit, as penalty, ten dollars ($10.00) for each_.-alien .knowing.ly ..empl.oyed In the .execution of the contract, or by him or by .any subcontractor .under .h.im,.._ upon_ any of the work, for each calendar day', or portion thereof, during which such alien is permitted or required to .labor in violation of the .provisions of the labor. code .particularly Sections 1850 and 1854 thereof, both inclusive, except in certain cases .of extraordinary emergency, .providing. f.or the reporting- of such cases of extraordinary emer- gency, the keeping of records of the citizenship of workers employed upon public-work, - and .the inspection of such records by the proper officials, -pro- viding for a-.forfeitur.e for each -calendar day, or portion thereof, any alien is knowingly permitted to work on public work and for a stipulation to this Page 9 effect in the contract, and providing other penalties for violation of the provisions thereof. 27. PREVAILING WAGE The contractor shall forfeit as penalty twenty-five ($25.00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, such laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by any subcontractor under him in violation of the .provisions of .the Labor Code, particularly Sections 1770 to 1781 thereof, both inclusive, providing for the payment of not less than the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertainment of such general prevailing rate by the public body awarding the contract, providing for the keeping of records of the wages paid -all workers engaged in public work and the inspection of such records- by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for_-a. s.tip.ulation. to this effect in the contract, and providing other penalties for violation of the-.-provisions. 28. REGISTRATION OF CONTRACTORS Before submitting bids, Contractors shall -be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business .and. Professions Code of the State of California and. Amendments thereof, providing for the registration of Contractors, and defining the term Contr.actor.; .providing a method of obtaining licenses to engage in the business of .contractin.g.,._a.nd. fixing the fees for such licenses; and prescribing .the punishment for violation of provisions thereof, as amended. 29.. DOMESTIC MATERIALS . .Only such unmanufactured articles, .materials and supplies as have beei:_mi.ned--or..produced in the United -States, and only such manufactured arti c.les,- materials.-and..supplies. as .have been manufactured in the United States, substantially _all _from...articles.,..ma.terials. .and_supplies mined, .produced or so manufac'tur:ed, __as- .the._case. may be, in the United States shall be used in the performance- of the.contract. in .accordance-with the provisions of Sections 4300 to 4305. of .the Government Code. Any .person, .firm or corporation that fails to comply with the .p.rnvisions-...of.- .this-..art shall not be awarded any contract to which the act applies for a..-period of .three (3) years from date of violation. 30. ' CONVICT MADE- MATERIALS No materials manufactured or produced in a penal or correctional institution shall be incorporated in the project under this contract. Page 10 31, RESPONSIBILITY FOR DAMAGE The City, the Street Superintendent or the Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person, either workmen or the public; for damage to adjoining .property from any cause which might have been prevented by the Contractor or his workmen or anyone employed by him; against all of which injuries or damages to persons and property the contractor having control over such work must properly guard. The 'contractor shall be responsible for any damage to any person or property resulting .from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and firial. .acceptance,. .and shall . indemnify-and-save harmless the City and its representatives from all suits or actions of every name and- description, brought for or on account of .any. injuries or damages received or sustained by any person or persons, by or from the contractor, his servants or agents, in the construction of the work or by or in consequence of any negligence in guarding the same, in-improper materials used. in its construction, or by or on account of any act or omission of the contractor or his agents, and so much of the money due the contractor under and by virtue of the contract as shall be considered necessary by the Street Superintendent may be retained by the City until disposition has been made of such suits or .claims for damages as aforesaid, 32, : COOPERATION BETWEEN CONTRACTORS Where two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manner as not-to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, the person or property, or for loss caus.ed_.by failure to_.finfsh the work within the time specified for completion. 33, CONTRACTOR'S RESPONSIBILITY FOR WORK Until the formal acceptance of the work by the City, the Contractor shall have the charge and care thereof-and shall bear the risk of injury or .damage to any-part .of the work by the .action of the elements or .f.rom any other cause, whether arising from the .execution or from the non-execution of the work. The contractor shall rebuild, repair, restore and make good all injuries ox .damag.es to any portion of the work -occasioned by .any of the above causes before its completion and .acceptance and shall bear the expense thereof, ex- cept for such injuries or- damages as are occasioned by acts of the Federal Government and/or public enemy, In case of suspension of work from any cause whatever, the contractor shall be responsible for all materials and shall properly store them-if necessary, and shall provide suitable drainage and erect temporary structures-where necessary. Page 11 34. PROPERTY RIGHTS IN MATERIALS Nothing in the contract shall be construed as vesting in the c contractor any right of .property in the materials used after they have been attached or affixed .to the work or the soil. All such materials shall be- come the property of the City upon being attached or affixed. 35. NO PERSONAL LIABILITY Neither the City nor any officer or authorized assistant of the Street Superintendent or the Engineer, shall be personally responsible for any lia- bility arising under the contract. PROSECUTION AND PROGRESS 36. -PROGRESS SCHEDULE When, in the judgement of the City, it becomes necessary to accele- rate the work, the Contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and-execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. 37. WORKING DAYS Every calendar day except Saturdays, Sundays and legal holidays is counted a full working day in figuring the working days allowed under the contract. No work may be performed on Sundays and holidays, except as otherwise provided for herein. 38. LABOR The contractor shall observe strictly that each and every kind of work shall be performed by workmen, laborers, or mechanics especially skilled in the class of work required.. and. tha.t workmanship shall be of the best regardless of the quality of material. The contractor shall provide, at all times, sufficient competent labor to properly carry on the work and to insure completion of each part in accordance with schedule and with the time agreed to. The contractor shall retain a competent superintendent to direct the work constantly during construction and to represent the contractor at all ' times in connection with the contract. Any person the city may deem incompe- tent or .disorderly shall be promptly discharged and not re-employed. 39. SUBCONTRACTORS Assignment of the obligations .and/or duties of the Contractor in the whole or any part of the contract shall be made only upon the City's approval of written request by the- contractor. Page 12 No subcontractor will. be recognized as such, and all persons engaged in th-e work of construction will be considered as employees of the contractor, and he will be held responsible for their work, which shall be subject to the provisions of the contract and specifications. The contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. Before any work is started .on a subcontract, the contractor shall file, with the Street .Superintendent, a written statement showing the work to be subcontracted, giving the names of the subcontractors and the descrip- tion of each portion of the work to be so subcontracted. Where a portion of the work, subcontracted by the contractor, is not being prosecuted in a manner satisfactory to the Street Superintendent, the subcontractor shall be-removed immediately, on the remission of the Street Superintendent, and shall not again be employed on the work. The specifications are in "Sections" divided and arranged according to various trades. No obligation is inferred to sublet the work as divided, nor is the contractor .relieved of fully performing and completing any part of the work. 40. TERMINATION OF CONTRACT Failure- to prosecute work diligently is ground for termination of the contractor's control over the work and taking over the work by the City of due process of law. 41. ACCEPTANCE Should it become necessary, due to developed condition, to occupy any portion of the work before contract is fully completed, such occupancy shall not constitute acceptance. 42.. PAYMENTS BY THE CITY Final Payment: The Street Superintendent, after the completion of all work to be done under the contract, shall forthwith make an assessment to cover the sum due for the work performed and specified in said contract (including all incidental expenses chargeable to the proceedings) in con- formity wi.th .the .provisions of the "Imp.r.ovement Act of 191111, Division 7, of the Streets and .Highway Code of the State of California. Note: This paragraph is not applicable when other methods for .payments are. stated in the contract.. Page 13 l 43. TIME OF COMPLETION AND LIQUIDATED -DAMAGES It is agreed by the parties to the contract that in case all the work called for under the contract is not completed before or upon the expira- tion of the time .limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach, and .that it is and will be impracti- cable to determine the actual damage -which the City. will sustain in the event of and by reason of such delay; and- it is therefore agreed that- the Contractor will .pay to the City of Huntington. Beach, the sum of One-hundred ($100.00) per day for each and every day's delay beyond the time prescribed to complete the work; and the contractor agrees to pay such liquidated damages as herein provided. Said liquidated damages shall be paid by the contractor to the City of Hunting-ton Beach prior to the delivery to the contractor of the assessment, diagram and warrant. I.t is further agreed that in case the work called for under the contract is not .finished and completed in all parts and requirements within the time specified, the City Council shall have the right to extend the time for comp- letion or not, as may seem best to serve the interest of the City; and if it decides to extend the time limit for the completion of the contract, it shall further have the right to charge to the contractor, his heirs, assigns, or sureties, and to deduct from the final..payment for the work, all or any part, as .it may deem proper, of the actual cost of engineering, inspection, super- intendence, and .other overhead expenses which are directly chargeable to the contract, and. which accr.ue ..during the period of such extension, except that the cost of-final surveys and preparation of final estimate shall not be included in such charges. Said amount shall be paid by'-contractor to the City of Huntington-Beach prier to the delivery to the contractor of the assessment, warrant. -and diagram. The Contractor shall not be assess with liquidated damages nor the. cost of engineering And- inspection- during any delay in the completion -of the work caused- by acts of God or the public enemy, acts of the City, fire, floods, epidemics; quarantine restrictions, strikes, freight embargoes and unusually severe weather -or delays of sub-contractors due to such causes; provided, that the contractor shall within ten (10) days from the beginning of any such delay notify the Superintendent of Streets in writing of the causes of delay, who shall ascertain the facts and the extent of delay, and his .findings ,of the facts thereon shall be final and conclusive. Page 14 SPECIAL PROVISIONS SECTION 1 CONSTRUCTION DETAILS-GENERAL Section 1-01 GENERAL DESCRIPTION .OF WORK: The work to be done consists of grading, paving, con- structing concrete curbs. and gutters , sanitary sewers , house connection sewers , sewer manholes , water mains , installation of fire hydrants , removal of obstructions , together with appurtenances and appurtenant work in the City of Huntington Beach. Section 1-02. ESTIMATED QUANTITIES : The following, quantities will be used in comparing the bids received: Item No. Description Estimated Quantity 1. Clearing, Grubbing 6 Removal of Lump Sum Obstructions 2. Excavation 2736 Cubic Yards .3. Asphalt Concrete 810 Tons 4. Asphalt concrete removal 1050 Square Feet - 5. -Asphalt concrete Berm 6 ' 85 Linear Feet 6 . Aggregate Base 4394 Tons 7. Compaction 679518 Square Feet 8. Seal Coat 3.1 Tons 9 . Prime Coat - 7. 5 Tons 10. Concrete curb and gutter 3183 - Linear Feet 11. Concrete cross gutter 2080 Square Feet 12 . 8" . V.C.P. sewer main 2658 Linear Feet 13. 4" VCP sewer lateral 1249 Linear Feet 14. Standard Sewer Manhole 7 Each 15. Standard lamp hole 3 Each -15- Item No. Description Estimated Quantity 16 . 8" A.C. Water Main 2220 Linear Feet 17. Fire Hydrants 4 Each 18. 12" A.C.Water Plain 1200 Linear Feet 19 . Fence Relocation 45 Linear Feet 20 . Curb only 188 Linear Feet Section 1-03 SPECIFICATIONS : The work to be done under this contract shall comply with the foregoing specifications and with the Standard Specifications of the State of California, Department of Public Works , Division of High- ways , dated January 1969 , insofar as the same may apply, and shall also comply with the following Special Provisions. The terms "State Standard Specifications" when hereinafter used, shall be interpreted as meaning, and being synonymous with the Standard Specifications of the State of California, Department of Public Works , Division of Highways , dated January 1969 . In case of conflict between these specifications, or the State Standard Specifications , and these Special Provisions , these specifications shall take precedence over and be used in lieu of such conflicting portions . Section 1-04 PLANS : The work to be done under this contract shall comply with the Improvement Plans and said plans are a part of the contract and areon file in the office of Superintendent of Streets. The contract docu- ments shaii consist of the following listed items : 1. Improvement Plans 2 . Applicable sheets of. the City of Huntington Beach Standards . 3. Specifications and Special Provisions . 4. Specified manufacturers details and installation instructions. 5. Proposal 6 . The contract and/or agreement. 7. The contractor' s bonds and insurance certificates. 8. Requirements of the necessary permits from other public agencies . . -16- Section 1-05 MATERIALS: All materials furnished by the contractor, unless other- wise provided, shall be new and unused, of standard quality and approved by the Superintendent of Streets. All material not covered by these specifications must be approved by the Street Superintendent. The Street Superintendent shall be the sole judge as to the suitability of the proposed material for the purpose for which it will be used. It shall be understood that all material called out in the specifications by trade names or catalog number, shall mean that material, or an approved equal. Section 1-06 RESPONSIBILITY FOR MATERIAL FURNISHED BY OWNER: The contractor's responsibility for material furnished by the owner shall begin at the point of delivery by the manufacturer, or owner, .and upon acceptance of the material by the contractor. The contractor shall examine all material furnished by the owner at the time and place of delivery, and shall reject all defective material. Any defective material furnished by the owner and not rejected by the contractor, and discovered prior to final acceptance of the work, will be replaced with sound material by the owner and the owner will furnish such additional material and supplies as may be necessary to install such replaced -material. The contractor, however, shall remove the de- fective material and install the replaced material at his own expense, furnishing all the labor and facilities necessary to complete the work to the satisfaction of the Street Superintendent. . Any material furnished by the owner that becomes damaged after acceptance by the contractor, shall be replaced by the contractor at his own expense. The contractor shall be responsible for the safe storage of material furnished by or to him, and accepted by him and intended for the work until it has been incorporated in the completed project. Section 1-07 . . TESTING: The testing of any materials or of any portion of the job Under construction shall be at the option of the Street Superintendent or his authorized agents. The contractor shall furnish, without charge , any materials requested for testing in accordance with Section 6 of the Standard Specifications. The contractor shall also provide access to any area of the job for testing purposes and shall furnish, without cost, any assistance necessary to perform the testing.. The charges for the testing will be paid by the City. The contractor shall notify the Street Superintendent of the readiness of any phase of any construction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved. -17- Section 1-08 INSPECTION: The contractor shall recognize the Street Superintendent of the City as the Project engineer, who shall be in charge of and authorize the inspection of the project. The contractor shall provide access at all times to any area of the project for inspection purposes and shall furnish, without cost, any assistance necessary to complete required inspections. A forty-eight (48) hour notice shall be given prior to commencing the project , and during construction. The con- tractor shall give due notice, satisfactory to the inspector, of the readiness of any phase of construction to'be inspected and shall not proceed without approval. -18- SPECIAL PROVISIONS SECTION 2 -CONSTRUCTION DETAILS-[DATER SYSTEM Section 2-01 ASBESTOS CEMENT PIPE: Asbestos cement pine shall conform to the Standard Speci- fications for asbestos cement water pipe, Class 150 (unless otherwise shown on the plans) of the American Water Works Association No. C 400- 53T or its latest revision. Pipe ends shall be step machined so a t s . o provide automatic end separation without the use of mechanical spacersi Pipe couplings shall be "Ring Tite" or apnroved equal. Rubber sealino, ` rings shall be solid in cross section and furnished by the pipe manu- facturer. Maximum compression of the rubber ring shall not exceed 50%:' of the thickness of the rubber ring nor shall it be less than 20%. of the diametrically apposed side. Section 2-02 SPECIALS AND FITTINGS : Specials and fittings shall be either A.W.1-q.A. Class D or short body 250, with ends to accomodate type of' pi�ing used. Fittings for use with asbestos cement pipe shall have machine finished end. con- nections with both the ring groove and the interior of the ball machine finished to the . tolerance specified by the pipe manufacturer. - All cast iron fittings shail. be. cement:;lined in accordance with American Standard Specificaiidns . A2114�19J9i, The fining shall have a minimum thickness of one-sixteenth inch, and a maximum thickness tit. one-eighth inch: Fittings shall be free of blow holes and castings shall be smooth and clean. Section 2-03 GATE VALVES: Gate valves shall be in accordance with A.W.W.A. C 50-59 or its latest revision, iron body, bronze mounted parallel seat, solid bronze double disc, bottom wedging, non-rising, stem with 110" ring seals , two inch square operating nut and shall open left. Ends shall accommo- date type of piping used. Valves for use with asbestos cement pipe shall have machine finished end connections with both the ring 7roove and the interior of the bell machine finished to the tolerance specified by the pipe manufacturer. Stems shall .be "Everdur" , "Ni-Vee" or proven equal, having a certified tensile strength of not less than 60 ,000 psi, a yield of not less than 30 ,000 psi,and an elongation of not less than 15% in 2-inches. Test bars for above requirements shall be cut from the thrust collar area 'of the stem after heat treating, forging and machining. Stem collars shall be cast integrally with the stem. Manufacturer shall employ a positive permanent method of identification in the field, without disassembly that the valve stem is "Everdur" or proven equal. Stem nut shall be solid bronze. -19- Wedge blocks and hooks shall be solid bronze and be so designed as to allow the gates to function Droperly when water pressure . is exerted from eitheror both directions.. All valves 12" and smaller shall be suitable for a working pressure of 200 psi. All valves shall have manufacturers names , working pressure and date cast in plain letters on the body of the valve. Section 2-04 FIRE HYDRANTS : Fire hydrants shall be Rich, East Bay Hydrant, Greenburg, Jones or approved equal. Hydrant stems are to be of "G" metal, "Ni-Vee" , "Everdur" or approved equal. Nozzle caps shall be furnished with rubber washers. Installation to be as per City of Huntington Beach Water De- partment Plan No. 605. Hydrant bodies shall be cement lined in ac- cordance with American Standard Specification A21. 4-1939 . Section 205 VALVE BOX: Valve boxes shall be Brooks No. 4 TT gate valve box and tile with cast iron face and cover marked "WATER"-. Section 2-06 HANDLING PIPE AND ACCESSORIES : A. Care Cast iron pipe, fittings , valves, hydrants , asbestos-cement pipe, and other accessories shall, unless otherwise directed, be .unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall, at all times , be handled with care to avoid damage, B. At Site of Work In distributing the material at the site of the work, each piece shall be unloaded apposite or near the place where it is to be laid in 'the trench. C. Pipe Kept Clean The interior of all Dipe, fittings , and other accessories shall be kept free from dirt and foreign matter at all times. Section 2-07 ALIGNMENT AND GRADE: A. General All pipe shall be laid and maintained to the required lines and grades with fittings , valves , and hydrants at the required locations , and with joints centered and spigots home, and with all valves and hydrant stems plumb. B Protecting Underground and Surface Structures Temporary support, adequate protection and maintenance of all underground and surface utility structures , drains , sewers , and -20- other obstructions encountered in the program of the work shall be furnished by the contractor, at his own expense, under the direc- tion of the Street Superintendent. C Deviations Occasidned by other Utility Structures Wherever existing utility structures or branch connections lead- ing_ to main sewer or to main drains or -other conduits , ducts , pipes , or structures present obstructions to the grade and alignment of the pipe, they shall be permanently supported, removed, relocated, or reconstructed by the contractor through cooperation with the owner of the utility] structure, or obstruction involved. In those instances where the relocation or reconstruction is impracticable, a deviation from the line and grade will be ordered, and the change shall be made in the manner directed. D Deviation with Street Superintendent' s Consent No deviation shall be made from the required line or grade ex-� cept with the written consent of the Street Superintendent. Should the requested deviation require additional pipe or fittings , no additional compensation shall be allowed therefore. E Subsurface Explorations The City shall have examined available records for the location of existing pipes , valves , or other undereround structures , which locations are indicated on the plans. The contractor shall have the responsibility to verify these locations and prat, ct structures found found in progress of work whether of record or not. Should the City require subsurface explorations other than those pertinent to the execution of the contract, the contractor (under written order of the Street Superintendent) shall make all 6t- plorations and excavations for such purpose and the Street Super- indendent will allow extra compensation therefore. F Depth__of Pipe Cover All pipes shall be laid to the following minimum depths : For pipe diameter of 4-inches to 8-inches a depth of 36-inches of pipe cover; for pipe diameter of 10-inches , a depth of 42 inches of pine cover; for pipe diameter of 12-inches , a depth of 48 inches of pipe cover; and for pipe diameter of 14-inches and greater, a depth as designated on the plans , but not to be less than 48-inches of pipe cover. The depth shall be measured from established street grade or the surface of the proposed permanent improvement to the top of the barrels of the pipe. Section 2-08 EXCAVATION AND PREPARATION OF TRENCH: A Trench The trench shall be dug to the ali7nment ' and depth required and only so far in advance of pipe laying as the Street Superin- -21- tendent shall permit. The trench shall be so braced and drained that workmen may work therein safely and efficiently. It is essential that the discharge from pumps be led to natural drainage channels , or to storm drains. B Width The trench width may vary with and depend upon the depth of trench and the nature of the excavated material encountered; but in any case shall be of ample width to permit the wipe to be laid and. jointed properly and the backfill to be placed and compacted properly. The minimum width of unsheeted trench shall be 24-inches , and for pipe 10-inches or larger, at least one foot greater but not more than two feet greater than the nominal diameter of the pipe. Variations in these specified trench widths shall be allowed only by consent of the Street Superintendent. C Pipe Foundation The trench, unless otherwise specified, shall have a flat bottom conforming to the grade to which the pipe is to be laid. Any part of the trench excavated below grade, as a result of negligence of the contractor, shall be corrected with approved material, placed and compacted in layers under the direction of the Street Superintendent. When the bottom uncovered to sub- grade is soft' and ,in the opinion of the Street Superintendent cannot support the pipe , a further depth and/or width shall be excavated and refilled to pipe foundation grade as required, or other means , as directed by the Street Superintendent, shall be adopted to assure a firm foundation for the pipe and extra com- pensation shall be allowed therefor. tsYherever necessary to pre- vent caving, excavation in instable material shall be adequately sheeted and braced. Where sheeting and bracing are used, the trench width shall 'be increased accordingly. Trench sheeting shall remain in place until the pipe has been laid, tested for defects and repaired if necessary, and the earth around it com- pacted to a 'depth of two-feet over the top of the pipe. D Safety Provisions The rules and regulations of the local authorities , rules of Industrial Accident Commission of the State of California, re- specting safety provisions shall be observed. E Flow of Drains and Sewers Maintained Adequate provisions shall be made for the flow of sewers , drains and water courses encountered during construction, and the struc- tures which have been disturbed shall be satisfactorily restored upon completion of the work. F Property Protection Trees , fences ,- poles , and all other property shall be protected -22- unless their removal is authorized. Any property damaged shall be satisfactorily restored by the contractor. G Interruption of water Services No valve or other control on the existing system shall be operated for any purpose by the contractor without approval of the Street Superintendent. All consumers affected by such operation shall be notified by the contractor at least one hour before the operation and advised of the probable time when the service will be restored. Section 2-09 PREPARATION OF TRENCH BOTTOM AND LAYING ASBESTOS-CEMENT PIPE-. -- - A Trench Bottom The 'trench bottom shall be prepared for the laying of pipe •aM fittings in accordance with the acceptable and recommended pro- cedures outlined in the pipe manufacturers installation guide. B General Proper_ implements tools , and facilities satisfactory to the Street Superintendent shall be provided and used by the contractor for the safe and efficient execution of the work. All pipe, fittings valves , hydrants and accessories shall be carefully lowered into the trench by means of derrick, ropes , or other suitable equipment in such manner as to prevent damage to pipe and fittings. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. C Inspection of Pipe and Accessories The pipe and accessories shall be inspected for defects prior to lowering into trench. Any defective, damaged or unsound pipe shall be repaired or replaced. D Pipe Kept Clean All foreign matter or dirt shall be removed from the interior of pipe before lowering into position in the trench. Pipe shall be kept clean by means approved by the Street Superintendent during and after laying. E Pipe Laying All asbestos-cement pine shall be handled, assembled, and bedded in accordance with the instructions in the pipe manufacturer' s installation guide. Any deviation from the procedures outlined in this manual shall be approved by the Street Superintendent. -23- F Floating Pipe Whenever water is excluded from the interior of the pipe, ade- quate backfill shall be deposited on the pipe to prevent floating. Any pipe which has floated shall be removed from the trench and be relaid as directed by the Street Superintendent. G Unsuitable Conditions for Joining Pipe No pipe shall be laid in water, or when in the opinion of the . Street Superintendent the trench condtions or the weather are unsuitable for such work. Section 2-10 SETTING VALVES, VALVE BOXES, FITTINGS AND BLMAI-OFFS•: A General Gate valves and cast iron pipe fittings shall be set and jointed to the asbestos-cement pipe in accordance with the instructions in the pipe manufacturer's installation guide and in accordance with any instructions of the fitting manufacturers. B Valve Boxes and Valve Pits Valve boxes shall be firmly supported, and maintained centered and plumb over the wrench nut of the gate valve, with box one- quarter inch above the surface of the finished pavement or at such other level as may be directed. All geared valves and such other valves as may be designated shall be set in masonry valve pits with the wrench nuts readily accessible for operation through out the.; manhole opening. Pits shall be constructed in a manner that will permit minor valve repairs and to afford protection to the pipe from impact where it passes through the pit walls. C Thrust Blocks Thrust .blocks shall be applied at bends , valves and tees , and where changes in pipe diameter occur at reducers or in fittings . Thrust block bearing surfaces shall be calculated from the direc- tions and tables in the pipe manufacturer's installation guide and any special directions of the Street Superindendent. Section 2-11 HYDROSTATIC TESTS : A Pipe to be Tested All pipe including the services shall be tested. This may be accomplished by testing the main line and the services at the same time. Or by testing the main line and then retesting after the services have been connected. The entire system need not be tested at the same time. Portions of any valved section may be tested separately as permitted by the Street Superintendent. -24- B Pressure During Test Unless otherwise specified by the Street Superintendent, an average hydrostatic pressure of 150 pounds per square inch for a period of three hours shall be used in the following, manner: The line shall be completely filled with water at least 24 hours before testing. The pressure shall be built up by means of a pump.. to 160 pounds per square inch. The pressure at the start and end of the test shall be 160 pounds per square inch. The pumpo pipe connection and all necessary apparatus shall be furnished by the contractor. C Expelling Air Before Test Before applying the specified test pressure, all air shall .be expelled from the pipe. To accomplish thisi taps shall be made, if necessary, at points of highest elevation, and afterward tightly plugged, D $ kamin&ti6n Under Pressure Any cracked or defective pipe, fittings , valves or hydrants discovered in consequence of this pressure test shall be removed and replaced by the contractor with sound material. E Permissible Leafage No pipe installation will be accepted until the leakage for individual joints shall be . 020gallons per joint, per 3 hours ,.- . per inch of pipe diameter at 150 pounds per square inch. :Tests shall be made only after completion of partial backfill. The pipe joints .shall remain exposed until completion of the hydro static test. Test shall include all services to property line. Should any test of a section of pipe line disclose joint leakage greater than that permitted, the contractor shall at his -own ex- pense locate and repair the defective joints until the leakage is within permitted allowance. F Leakage Defined Leakage is defined as the quantity of water pumped into the section of pipe being tested to maintain the specified test pressure. Leakage shall be measured by pumping from a calibrated tank. . Section 2-12 BACKFILL OF EXCAVATIONS: A Backfill Procedure at Pipe Zone Selected backfill material free from rock or boulders shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench and to an elevation of at least -25- 6 inches above the top of the barrels of the pine 8 inches or less in diameter, and not less than 6 inches above the horizontal .center line of pipes with diameters 12 inches or lamer, leaving the joints exposed for examination during the pressure test speci- fied. The backfill material shall be moistened if necessary, tamped in thin (about 4 inches) layers and thoroughly compacted under and on each side of the pipe to provide solid backing against the external surface of the pipe. B. Backfill Procedure above Pipe Zone Succeeding layers of backfill may contain coarse materials, and shall be compacted thoroughly by puddling with hose and long pipe nozzle, or by flooding the trench, or by tamping if the material does not puddle readily. It is important that proper precautions be taken to prevent floating of the pipe when flooding the trench, and the contractor shall be wholly responsible for neglect of these precautions. C Rock and Boulder Exclusion No rock or boulders shall be used in the backfill for at least one foot above the top of the pipe and no stone larger than 4 inches in its greatest dimension shall be used in the backfilling. D Procedure when Settlement is Important Where it is important that the surface of the backfill be made safe for .vehicular traffic, or where a permanent pavement is to ;. be placed. The material shall be thoroughly compacted in accord- ance with the requirements of the Street Excavation Ordinance, E Deficiency of Backfill, by Whom Supplied Any deficiency in the quantity of material for backfilling the trenches , or for filling depressions caused by settlement, shall be supplied by the contractor. Section 2=13 CUTTING AND REPLACING STREET SURFACES , CONCRETE, ETC. : • Where the pipe trench is in a paved .street or roadway the existing pavement shall be cut and trimmed to lines on eitler side of the trench to a width as described in Section 2-08 of these Special Pro- visions. Any loose or broken pavement or pavement which is under mined, occurrin¢ outside of these limits shall be removed at the Con- tractor's expense. All broken pavement shall be removed from the site of the .work and disposed of. All concrete curbs , gutters , driveways and sidewalks , drains , pipelines , sprinkler systems , canals or other facilities which , are broken into or damaged by the installation of the improvement shall he reconstructed at• the contractor's expense, of the same kind of material as the original work. 'Curbs , gutters or sidewalks shall be -26- removed and replaced to the next joint beyond the excavation required by said installation. All loose pieces and broken edges shall be re- moved before replacing any surface of cement work. Surplus pipe line materials , tools , temporary structures , . earth from excavations , and debris shall be removed by the contractor and the job site shall be left clean and to the satisfaction of the Street Superintendent. Section 2-14 CHLORINATION OF COMPLETED PIPE LINE: Before being placed in service, all new water distribu- tion systems , or extension to existing systems , ,.,-or any valved section of such extension or any replacement in the existing water distribu- tions system shall be chlorinated with Dry Hypochlorite or approved alternate method. A Dosage The minimum dosage of calcium hypochlorite powder containing 70% available chlorine shall be one pound for each 1,680 gallons of water pipe capacity treated; chlorine-yielding compounds other than calcium hypochlorite powder may, on approval of the Street Superintendent , be used in amounts proportional to their available chlorine content. For any method used, the minimum residual chlorine content, after 24 hours , shall be 50 parts per million in all parts of the system. B Points of Application A. predetermined dose shall be shaken into the suction well, the standpipe or elevated tank, or into the pipe at the first joint - attached to the existing water pipe, and the dosage shall be re-. peated at frequent predetermined intervals , preferable at each pipe joint as the pipe laying progresses, or as may be directed by the Street Superintendent. C Bacterial Analysis After lines have been flushed out, samples shall be taken of the water in the lines by the Orange County Health Department for a bacterial_ analysis , in accordance with A.W.W.A. Specifications . The contractor, at his expense , shall provide all necessary fittings for above. samDlin.g. D' Chlorination Repeated if Necessary In the event that the bacterial analysis in the opinion of the Street Superintendent proves unsatisfactory, .chlorination shall be repeated by employing acceptable alternative procedures until a satisfactory condition of the water within the pipe is established. The contractor will bear the expense of this second or subsequent chlorination. -2*7- Section 2-15 SPECIAL QUALIFICATIONS; For the safety of the water supply of the City .of Huntington Beach, it is imperative and essential that the City take no risk in awarding the contract to any contractor or person, that is not eminently qualified, through past performance in similar work and re- putation to accomplish the intent of the plans and specifications. -27a- SPECIAL PROVISIONS SECTION 3 CONSTRUCTION DETAILS-SEWER SYSTEM Section ' 3-01 EXCAVATION: A ..General The line and grade for the sewer line will be established by the Street Superintendent. Excavation of every description and of whatever substance encountered shall be made to the depth and grade shown on the plans. Care shall be taken to restrict .all excavation to the lines and grades shown on the plans , with adequate allowance for clearance around concrete structures. Over excavations , -due to contractor's negligence shall be refilled with well tamped sand and gravel at the contractor's expense. Materials excavated in streets and roadways shall be laid alongside the trench and kept neatly piled so as to " cause as little inconvenience as possible to public travel. Pavefnent rem movals including concrete, asphalt, -or oil mix pavings shall be kept separated from dirt removals intended for backfill. All materials excavated from streets and roadways , not required for backfilling, shall be immediately removed and disposed of by the contractor. No surplus materials shall be dumped on private pro- perty unless written permission is obtained from the owner of the property. At street crossings or where existing driveways occur in a . street, the contractor shall make provisions for ditch-crossings at these points , either by means of backfills or temporary bridges , as the Street Superintendent may direct. Free access must be provided to all fire hydrants , water gates , meters and private drives , and means shall be provided whereby all storm and waste water can flow in the gutters uninterrupted. All excavations shall be supported in the manner set forth in the rules , orders and regulations prescribed by the Industrial Accident Commission of the State of California. Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of the walls of the excavation. If extra excavation is ordered in writing by the Street Superintendent to obtain suitable foundation conditions for structures , such excavation and materials used to refill the excavation will be paid for at the contract unit price for aggregate base , which price shall include full compensa- tion for the excavation and disposal of the unsuitable material and for the furnishing and placing of aggregate base. -28- B Trenches Pipe trenches shall be sufficiently straight between manholes to permit the pipe to be laid true to line in the approximate center of the trench. The trench width shall be such as to pro- vide a free working space on each side of the pipe as laid, but the maximum allowable width for pipe trenches , measured at the crown of the pipe, shall be the outside diameter of the pipe, exclusive of the bell, plus 16-inches , and such maximum allowable width of pipe trench is exceeded for any reason except as shown on the plans , or herein specified, or by the written direction of the Street Superintendent . The contractor, at his own expense .for all material and labor,* imbed the pipe in Class B concrete as directed by the Street Superintendent. The minimum width of pipe trenches measured at the crown of the pipe shall be 12-inches greater than • the exterior diameter of the pipe, exclusive of bell, and such minimum width shall be exclusive of all trench timbers. Unless otherwise shown on the plans or specified herein, ex- cavations for the construction of pipelines shall be in open trenches . Sides of trenches shall be kept as nearly vertical as possible. Except as shown on the plans , tunneling will be per- mitted only when necessary to lay pipe under existing structures and then only upon written permission of the Street Superintendent obtained in advance in each case. Where tunneling, is permitted, - unless otherwise shown on the plans and if the locations of exist- ing structures permit, open trenching between tunnels shall not be less than 8-feet in length. No tunnel shall be less than one foot wider than the external diameter of the sewer pipe. Unless otherwise shown on the plans or herein specified, all 8-inch through 12-inch diameter pipe shall be placed directly upon such foundation material as is encountered in the trench bottom. It is not anticipated that any unstable material will be encountered in the trench bottom, but wherever such material is encountered, it shall be removed to a depth to be determined by the Street Super- and replaced with gravel, allowance for the cost of which shall be as above specified. 15-inch and 18-inch diameter pipe shall be laid on a foundation • of 6-inches of No. 3 gravel. 21-inch pipe shall be laid on a foundation of 12-inches of No. 3 gravel. Compensation for this specified foundation shall be included in the unit price bid for the various diameters of pipe to be in- stalled. Pipe trenches shall not be excavated more than 300-feet in ad- vance of sewer pipe laying, nor left unfilled for more than 700- feet where pipe has been laid, except that greater distances may be permitted by . the Street Superintendent. The material through which the trench is excavated shall be de- watered by means of a wellpoint system, or other pumping facilities -29- acceptable to the Street Superintendent to a minimum depth below subgrade of 18-inches . The trenches and other excavations shall be kept entirely free of water while sewer pine or concrete is being placed, and until the contrete or mortar has had its final set, or the pipe joints have been completed. Water shall be dis- posed of in such a manner as not to .cause injury to .public or private property, nor to be a menace to public health. C Excavation for Structures Excavation for all manholes and other structures shall be to the grades shown on the plans and shall be sufficient in size to leave at least 6-inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. . Section 3-02 BACKFILL: A General All backfilling shall be done in such a manner as not to move or otherwise injure the pipeline or structures. All backfilling shall be made with suitable material which is clean and free from organic or other objectionable substances. Large rock fragments , stones , boulders , broken concrete pavement or oil cake shall not be used. Backfill shall be compacted by water settling unless otherwise specified herein. B Pipe Trenching All field tests shall be successfully completed before any ba.ak- fill material is placed over the pipe joints. After this testing is completed, the trench shall .be backfilled by hand to a minimum depth of one foot over the crown of the pipe with selected material free from lumps or organic matter, placed evenly around and over the pipe of 6-inch layers , and thoroughly compacted by flooding before addttional backfill is placed thereon. After this backfill is completed and compacted, the remainder of the backfill shall be made in accordance with Section 19-3.06 , Method A, of the Standard Specifications . Whenever tunneling is permitted, the space between the pipe and the undisturbed dirt shall be completely filled with sand and gravel or other suitable materials thoroughly compacted. ' C Structures No backfill shall be placed against or around concrete structures until the concrete has been inspected and approved by the Street Superintendent. Unless otherwise directed by the Street Superin- tendent, backfill adjacent to structures shall be compacted as specified in Paragraph B above. The Street Superintendent may direct that backfill around structures be made in layers not ex- ceeding 8-inches in thickness. Each layer to be compacted by moistening and tamping by air or hand tools. Backfill adjacent to 'structures extending over around level shall be brought toa point 6-inches above nominal grade next to the walls of such structures and shall be dressed with a slope away from the walls. 30- Section_ 3.-03 PIPING AND STRUCTURES : A Scope of T,,lork The work covered by this section includes all of the pipe laying work; structures and appurtenant items in the sewer system of the project. B Materials -1. General - All materials entering into this construction shall-5e in accordance with the requirements as herein specified. 2. Concrete - All concrete work shall be done in accordance wit Section 51 and 90 of the Standard Specifications . Concrete for manhole bases and thrust blocks shall be Class A concrete as outlined in above mentioned Section 51, 3. Mortar —Cement and sand for mortar shall be as specified in-Section 51 and 90 of the Standard Specifications. Mortar for sealing precast manholes or plastering shall consist of one part by volume of cement and two and on-half parts by volume of fine - aggregate. The mortar shall be mixed in a suitable mixer or in a watertight mixing box. The materials must be thoroughly mixed dry until the mass assumes a uniform color and then sufficient water added to Rive the mixture a proper con= sistency. No mortar which has begun to set shall be used, and no retempering. of mortar will be permitted. 4. Vitrified Clay Pipe - Vitrified clay pipe shall be first quality, durable, vitrified, sound, extra strength pipe, consisting of well-burned clay throughout its entire thickness , and must give a clear, metallic ring when struck with a hammer. Pipe may either salt-glazed or unglazed. If salt-glazed pipe is furnished or required the pipe must be smooth, and the interior surfaces must be thoroughly glazed. All pipe, except as herein provided, shall be socket pipe. Pipe ends shall be square with the longitudinal axis and sockets shall be true , circular, and concentric with the bore of the pipe. Pipe shall be scarified on the inside of the socket over its entire depth, andon the outside of the spigot for a corresponding depth. This scarification shall be approximately at right angles to the axis of the pipe. The length of. sections of straight Dipe, wyes and tees (of all sizes) , exclusive of socket depth, shall be not _ less than 5 feet , except that for spedial purposes , shorter length may be furnished. -31- Wyes , tees , bends , and all special shapes shall satisfy the same_ strength. requirement.s as those for the pipe to which they are joined. Branches shall be furnished with the . connectioh. or connections_ of the sizes shown on the plans , securely and completely fastened, to the barrel of the - pipe in the process of manufacture. This .shall, be accomplished by fusion during vitrification in the: case of: Salt-glazed vitrified clay pipe of any size, and in the case of unglazed vitrified clay pipe, 18-inches or less in diameter. In the case of unglazed vitrified clay pipe 21-inches or more in diameter; fusion during vitrification will not be required. , However, in addition to other fast- ening materials of unit strength equal to the unit strength of the material .of .the pipe, there shall be a reinforcing collar of cement mortar around the outside of the joint and there shall be no exposure of cement mortar on the interior _ surface of the pipe. Tee branches shall have their axis perpendicular- to the longitudinal axis of the pipe. [lye branches shall have their axis approxiattely 45° (unless otherwise specified on the plans) to the longitudinal axis of the pipe, measured from the. socket end. All branches shall terminate in sockets and the barrel of the branch shall be of .sufficient length to permit making a proper joint when the connecting pipe is inserted in the branch socket. . A stopper consisting of a disk of the _ same material as the pipe, .,3/4 inch thick and fitting snugly into .the socket of the pipe branch, shall be furnished with each wye or tee branch. . Dimensions and permissible variations of dimensions of all vitrified clay pipe and fittings shall conform to the standards of the Natiorial _Clay Pipe Institute (Western -Div. ) Before bein¢ .used in any work covered by these specifica- tions , pipe shall be sujected to and shall meet the require- ments of the following hydrostatic pressure tests and loading tests : The .hydrostatic pressure test shall precede the loading test by not Tess than 1 hour "drr more than 3 hours ' and shall be applied to all specimens received for test in each size and class of pipe. When subjected to an in- ternal hydrostatic pressure of 10 pounds per square inch for 7 minutes , the accumulated moisture on the exterior surface of the pipe shall not run down the sides in such quantity that it will exceed ten milliliters. The loading test shall be . a three edge bearing test or sand bearing test conforming to A.S-.T.M, Standard Specifications C-13 35 , Clay Sewer Pipe" , with all subsequent amendments °4 thereto. All pipe , fittings and specials shall be clearly marked with the name of the manufacturer, or with a trade mark of a site and type which shall be filed with the Street -32- Superintendent. The manufacturer shall stamp or paint clearly on each pipe or section a mark indicating the class of pipe. 5. Joints for Vitrified Pi e - Factory applied compression joints shall Fe—used. an they shall conform to specifica- .ions set forth herein. - Compression joints , shall be of an approved type of interlocking, resilient, mechanical compression joints., formed':on the. pipe at the factory, and made to meet the specifications and approval of the National Clay Pipe Research Corp: The joints to be.-employed shall be Wedge-Lock, manufactured by Pacific Clay Products , or approved equal. Handling and installing of. compression joint pipe shall be in strict accordance with manufacture's directions. 6. Precast Concrete Manhole Sections - Precast concrete man- holes where called for on the plans shall be installed in accordance with the details and at the locations shown on the plans in accordance with the specifications listed_ .here- n, with the Huntington Beach Standard Drawings , and with the specifications of the County Sanitation Districts of Orange County, where applicable_. All precast concrete menhales shall be of design conforming with the Standard 48&-inch iriside diameter. Manholes shall be straight sided .or eccentric cone as manufactured by Associated Concrete Products Inc. or approved equal. Manhole bases and installation shall be constructed in accordance with the details on the plans and specifications contained herein. Manhole walls interior and exterior including pipe entrances and exits shall be plastered where necessary after in- stallation to obtain a smooth, uniform and watertight surface throughout the structure. 7. C_as�tinIss - All castings for manhole heads , frames , covers and d oft er All shall be of tough gray iron, free from cracks , holes , swells and cold shuts , _ of workmanlike finish, and made in .reasonable agreement -with the details shown on the plans. All castings-shall meet the require- ments.- o-f• Class No. 30 of the A.S.T.M. Standard Specifica- tions , A48-48, Gray Iron Castings , with any subsequent admendments thereto. Before leaving the foundry, all castings shall be thoroughly cleaned and subjected to a .hammer inspection, after which they shall be painted with at least one coat of bitumin9us paint. The manhole covers and frames shall be Model A-1170- -33- Standard Sewer or Storm Drain Manhole Head manufactured by Alhambra Foundry Company Ltd. Manhole covers shall . have raised bio.ck-tread design with a 1-1/4" x 1-1/34" slot and a- minimum of one inch diameter hole for lifting and vent purposes. 8. Ste s and Ladders for Underground Structures - Steps and ladders for man o es ; junction c am ers , ushing manholes , and other underground structures shall be made of 3/4" round galvanized iron bars: Steps shall be 14-inches wide and the rungs of the steps shall be 4-inches from the face of the masonry of the manhole or other structure. Steps shall be placed at intervals of 16-inches with the last step not more than 24-inches from the bottom of the manhole • or other structure and the top step placed immediately under fhe• manhole cover frame. They shall be firmly anchored into the wall of the manhole or other structure in which they are placed. Section 3-04 PIPE LAYING: A. General All pipe shall be laid without break, upgrade from structure to structure, with the socket end of the pipe upgrade. Pipe shall be. laid true to line and grade, with a uniform bearing under the full length of the barrel of the pipe and suitable excavations shall be made to receive the bell of the pipe. - . Where any portion of the sewer is located within 10 feet of any trees , the removal of which is not included in the contract, the Joints of the pipe shall be entirely encased in 4-inches of Class B Concrete, but no additional compensation for the placing of such concrete will be allowed, Walki�ig on, moving, or otherwise injuring the pipeline ih any manner after the joints have been made will not be permitted. B. Pipe Laying and Jointing Before any pipe is placed, the subgrade shall be prepared in conformance with Section 2-08-C. All adjustments to line and grade must be made by scraping or filling the earth under the line of the pipe, and -in no case by wedging or blocking up the bells . All- pipe shall be carefully cleaned, and any lumps or projections on the the faces of the spigot ends or shoulders shall be cut away before the pipe is lowered into the trench. The faces of the spigot ends and of the shoulders shall be brought into fair contact , and the pieces shall be fitted together and matched in laying so that there will be no uneveness along the lower inside half of the pipe. I-1hen ever the work ceases for any reason, the end of the sewer shall be closed with a tight fitting plug or cover. The interior of the sewer shall be kept free from dirt and foreign materials as the work progresses , and left clean at its completion._ -34- Section 3-05 MANHOLES, JUNCTION CHAMBERS: These structures shall be built of precast concrete sections , as shown on the plans. They shall be built into the sewer at the places and to the line, dimensions and grades shown on the plans , and shall conform in size, shape, and to the details shown, and in ac- cordance '.with these specifications . Pipe branches to lateral sewers shall be built into the structures where shown on the plans , with the outer ends to be closed as specified. In laying pipe up to structures, no pipe shall be allowed to project beyond the inside of the walls o.f. the. structures, and in no case shall the bell of the pipe be built into the wall of the structure. The invert channel shall. be smooth and accurately shaped to a semi-circular bottom conforming with the inside of the adjacent sewer sections ; or manhole inverts may be constructed by laying full section sewer pipe straight through the manholes and breaking out the top half after the_base is constructed. Changes in sizes and grades shall be made gradually and evenly. Changes in the direction of the sewer and entering branch or branches shall have a true curve of as large a radius as the size of the manhole will permit. Section 3-06 TEST FOR LEAKAGE: Unless excessive ground water is encountered, each section of sewer between two successive structures shall be tested for leakage by closing the lower end of the sewer to be tested and the inlet sewer of the upper structure with stoppers , and filling the pipe and structure with water to a point 4 feet above the invert of the open sewer in -the upper structure. Test for leakage shall be conducted after the pipeline has been backfilled to a point one foot above the crown of the pipe as specified herein and before the balance of the backfill has been placed., The allowable leakage will be computed by the formula:. D = 0 .0004 X L X -V-H D - is the allowable drop in feet per minute in height of the water in the upper structure L - is the length in feet of the sewer tested, not includ- ing the length of house connections entering the- sections being tested. H - is the difference in elevation, in feet between the the invert of the closed sewer in the lower structure-,. and the surface of the water in the upper structure, orthe head of water on the invert at closed end of sewer. If the leakage, as shown by the tests , is greater than allowed by the formula, the pipe shall be overhauled , and relaid if -35- necessary, until the joints shall hold satisfactorily under this test. Section 3-07 CLEANING PIPELINE: After the pipeline has been tested for leakage and. has been approved by the Street Superintendent, all pipelines and- all structures shall be completely flushed and cleaned of all loose mud, cement, and any other loose or objectionable material. The pipeline Flushing work shall be done with a Wayne Sewer Ball of proper size and shall be done in accordance with .the manufactures recommendations and to the 'satisfaction of the Street Superintendent. 36- SPECIAL PROVISIONS SECTION 4 CONSTRUCTION DETAILS-STREETS Section 4-01 CLEARING, GRUBBING AND RELOCATING CONFLICTING OBSTRUCTIONS: Clearing and grubbing shall consist of removing all object- tionable material and relocating conflicting obstructions from the right of way. Such work shall be done in accordance with Se6tions - 16-1.01 to 1.04 of the Standard Specifications. Section 4-02. WATERING: Watering shall consist of furnishing and applying all water required for the compacting of original ground, embankment material base material and for laying dust caused by grading operations and shall be done in 'accordance with Sections 10-1.01, and 17-1. 02 of the Standard Specifications and shall include the development of the water supply. The contractor shall make arrangements with the Huntington Beach Water Department for locations to get construction water. Payment for water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Any fire. hydrants used for service must be supplied with an approved Eddy Valve and in- spected by the Water Department before actual use. Final acceptance of the project will be held up until the Street Superintendent has confirm- ation from' the water Superintendent that the contractor has made payment . for all water supplied from the City Svstem. Section 4-03 ASPHALT CONCRETE PAVEMENT REMOVAL: Asphalt concrete n avement removal , as indicated on the plans , shall be removed from the job site and disposed of in accordance with Section 15 and 7-1. 13 of the Standard Specifications. Removals which occur adjacent to pavements which are' to remain. in place-- shall be - performed to a neatly trimmed saw-cut edge The contractor will be allowed to elect. a two step process;, first by making an initial rough cut by machinery or pavement breakers ; second by performing the saw cutting immediately prior to layihit down the planned asphalt concrete work. Section -4-04 EXCAVATION AND SUBIRADE PREPARATION: The grading shall be done in accordance with Section 19 of the Standard Specifications . The entire area to be raved shall be nrenared in accordance with the nrovisions for Class "A" sub?rade of Section 21 of. the Standard Specifications. 3 7- Payment for excavation, grading, subgrade preparation, removal and disposal of excess materials and obstructions will be on a cubic yard basis . Payment shall include full compensation for furnish- ing all labor, materials , tools ; equipment and doing all work involved in grading, removal of obstructions , including removal of trees , shrubs , fences , pipes , berm, curbs , gutters , existing pavement, structures , etc. , and preparing the subgrade as above specified, including watering, re- moving and resetting mail boxes , excavation and compacted fill. Section 4-05 AGGREGATE BASE: • Class 3 aggregate base shall conform to the provisions for Class 2 aggregate base 1-1/2 inch maximum as specified in Section 26 of the Standard Specifications and these Special Provisions. . At least 65% , by weight, of the .material retained on the No. 4 sieve shall have at least one fractured face as determined by Test Method No. California 205. Class 1 aggregate base 3/4 inch maximum size, conforming to the requirements of Section 26-1. 02A of the Standard Specifications may be substituted for Class 3 aggregate base as specified above. The R-Value requirement will not be waived as provided in Section 26-1. 02B of the Standard Specifications. The provisions of Section 26-1.035 of the Standard Speci- fications are superseded by the following: At the time aggregate base if spread, it may have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly dis- tributed throughout the material. Section 4-06 PRIME COAT: Prime coat shall consist of furnishing and applying a . prime coat of liquid asphalt to the surface of the aggregate base , and shall be done in accordance with Section 39 of the Standard Specifica-tions. The material placed shall be liquid asphalt of Grade MC-250 , and shall be applied at the rate of 0 . 20 gallon per square yard or as directed by the Street Superintendent. Section 4-07 PAINT BINDER: Paint binder shall consist of furnishing and applying a paint binder of asphaltic emulsion to the surface of all existing pave- ment to be resurfaced, to all vertical surfaces of existing pavement and constructing joints , and to the surface of the first course of asphaltic concrete to be placed under this contract. In the event both lifts of asphalt concrete are placed on the same day, then that area will not require the application of paint binder to the new surface of the first course. All applications of paint binder shall be placed in accordance with Section 39 of the Standard Specifications. The material -38- placed shall be the mixing type emulsiori6 The bituminous base for the . emulsion shall be paving asphalt of grade 60-70 and shall be applied at the rate of 0'10 gallon. per square yard or as directed by the Street Superintendent. Section 4-08 ASPHALT CONCRETE: Asphalt concrete work shall consist of furnishing, spread- ing and compacting asphalt concrete in conformance with the lines , grades , and dimensions. shown on the plans. . All work shall be done in accordance .with Section 39 of the Standard Specifications. • The material placed shall be Type B asphalt concrete using paving asphalt of 85-100 penetration as a binder in conformance with Section 92 of the Standard Specifications. All three and four inch thickness asphalt concrete shall be laid in two course of equal layers. The aggregate grading for the travel lane asphalt concrete shall be 3/4 inch maximum,- medium. Section 4-09 SEAL COAT: Seal coat work shall consist of furnishing and applying a - seal coat of bituminous binder without screenings and shall be applied in accordance with Section 37 and 39 of the Standard Specifications. The material placed shall be a mixing type emulsion of Grade SS-1, and shall be applied at the rate of 0. 10 gallon per square yard or as directed by the Street Spperintendent. Section 4-10 FINISHING ROADWAY: Finishing roadway work shall .consist of final cleanup of the job of all rubbish, excess materials , temporary structures, and equipment and other similar cleanup or grading work. All shall be done in accordance with Section 22 of the Standard Specifications. Section 4.-11. WATER VALVES TO BE ADJUSTED TO GRADE: - Water valvesto be adjusted to grade shall consist of tying out the valves , removing and storing the frames , covers and cans • until the asphalt paving is . completed. . After the asphalt concrete paving is completed, and. prior to the seal coat application, the valves shall be relocated, brought to grade using as small and neat an excava tion as possible, patchirig.. the remaining void with the same mix of asphalt concrete as specified for the street surface replacements. The water valves to be installed under this contract shall be brought to grade as specified above , however, payment shall be included in the cost of either the valve , main, or system to which they are appurtenant. Section 4-12 TRAFFIC CONTROL: The work shall consist of providing for, and maintaining provisions for public traffic through the construction area at all times _89•: and such provisions shall be in accordance with Sections 4-1.04, 7-1.09 , 7-1.095 and 7-1.12 of the Standard Specifications with exceptions of the payment provsions. All construction signing shall be in accordance with Section 7-1.09 of the Standard Specifications which refer to the current Manual of Warning Signs , Lights , and Devices for use in performance of work, upon. Highways issued by. the Department of Public Works , Division of Highways-, State .of...-California. Se6tion- 4=13 '. CONCRETE CURBS, CURB AND GUTTER AND CROSS GUTTER: Concrete cross gutters , combination curbs and gutters and curbs' shall conform with the requirement's of Section 73 of the Standard • Specifications. All concrete shall be Class "A". Payment for combination curb. and gutters and curbs will be per linear foot, and payment for cross gutters will be per square foot, which price shall include full compensation for furnishing all: labor, 'materials , tools , equipment, and doing all work involved in excavation and backfill, preparing subgrade and constructing curbs , combination curbs and gutters and cross gutters . -40- SPECIAL PROVISIONS SECTION 5 PAY;SENT Section 5-01 nENERAL: Payment for the furnishing of all labor., material, and equipment necessary to perform the work indicated on the improvement • drawings and specified herein shall be made in accordance with the following: A. Payment for the following items of work shall be included in the unit price bid for the various items of. work listed on the proposal and no additional compensation will be allowed. 1. Watering 2. Paint binder 3. Finishing roadway 4. Water valve adjustment to Orade 5. Traffic control 6. Pressure test 7. Chlorination and bacterial test. B. Asphalt concrete pavement removal shall be paid for at the contract unit price bid- per square foot. C. - Excavation shall be paid for at the contract unit price bid per cubic yard. D. Clearing, grubbing and relocating conflicting .obstructions shall be paid for at the contract unit bid price per lump sum. E. Compaction shall be paid for at the contract unit bid price per square 'foot of surface area of the excavation and shall in- elude full compensation for compacting the excavation in layers as required. F. Aggregate base shall be paid for at the contract unit price bid per ton. G. -Aspha3t -concrete shall be paid for at the contract unit price bid per ton. _µl- H. Prime coat shall be paid for at the contract unit price bid 'per ton,- - I. Seal coat shall be paid for at the contract unit price bid per ton. J. Payment for A.C. mains shall be made at the contract unit price bid per linear foot of the diameters listed on the proposal , and shall include full compensation for all work herein specified. K. Payment for fire hydrants shall be at the contract unit price bid for each hydrant and shall include full compensation for the complete assembly as indicated on the Huntinton Beach Standard Drawings . L. Payment for valves , fittings , thrust blocks , and all other appurtenances shall be included in the unit prices bid for the various items of work listed on the proposal and no additional compensation will be allowed. M. Payment for clay sewer pipe shall be made at the contract unit bid price per linear foot of the diameters listed on the pro- posal and shall include full compensation for all work herein specified. N. Payment for sewer manholes and lampholes shall be made at the contract unit bid price per each and shall include full com- pensation for all work herein specified. 0. Asphalt concrete berm, concrete curb and gutter and con- crete curb only shall be paid for at the contract unit price per linear foot. P. Fence relocation shall be paid for at the contract unit bid price per linear foot. Q. Concrete cross gutter shall be paid for at the contract unit bid price per square foot. -42- i I SPECIFICATIONS i I FOR GREEN STREET, PEARCE STREET I i I BOLSA CHICA STREET AND MILO STREET i I i I ASSESSMENT DISTRICT NO. 6803 CITY OF HUNTINGTON BEACH ' ORANGE COUNTY, CALIFORNIA NOVEMBER 3 , 1969 DeDOSit $5.00 NO REFUND TO BIDDERS I N D E X PAGE PROPOSAL la INFORMATION REQUIRED OF BIDDERS 6a SUBCONTRACTING LISTING 7a AGREEMENT 8a GENERAL SPECIFICATIONS 1-14 SPECIAL PROVISIONS Section 1 CONSTRUCTION DETAILS-GENERAL 1-01 General Description of Mork 15 1-02 Estimated Quantities 15 1-03 Specifications 16 1-04 Plans 16 1-05 Materials 17 1-06 Responsibility for Material Furnished by 17 the Owner 1-07 Testing 17 1-08 Inspection 18 Section 2 CONSTRUCTION DETAILS-WATER SYSTEM 2-01 Asphalt Concrete Pipe 19 2-02 Specials and Fittings 19 2-03 Gate Valves 19 2-04 Fire Hydrant 20 2-05 Valve Box 20 2-06 Handling Pipe and Accessories 20 2-07 Alignment and Grade 20 2-08 Excavation and preparation of Trench 21 2-09 Preparation of Trench Bottom and Laying 22 A.C. pipe 2-10 Setting Valves , Valve Boxes , Fittings 23 and Blow-Offs 2-11 Hydrostatic Tests 24 2-12 Backfilling of Excavation 25 2-13 Cutting and Replacing Street Surfaces , 26 Concrete, Etc. 2-14 Chlorination of Completed Pipe Lines 27 2-15 Special Qualifications 27a SPEGIA.L PROV� ISIONS., CONTINUED PAGE Section 3 CONSTRUCTION DETAILS-SEWER SYSTEM 3-01 Excavation 28 3-02 Backfill 30 3�03 Piping and Structures 31 3-b4 Pipe Laying 34 3-05 Manholes , Junction Chambers 35 3-06 Test for Leakage 35 3-07 Cleaning Pipeline 36 Section 4 CONSTRUCTION DETAILS-STREETS 4-01 Clearing and Grubbing 37 4-02 Watering 37 4-03 Asphalt Concrete Pavement Removal 37 4-04 Excavation and Subgrade Preparation 37 4-05 Aggregate Base 3-8 4-06 Prime Coat 38 4-07 Paint Binder 38 4-08 Asphalt Concrete 39 4-09 Seal Coat 39 4-10 Finishing Roadway 39 4-11 Water Valves to be adjusted to Grade 39 4-12 Traffic Control 39 4-13 Concrete Curbs , Curb and Gutter and Cross 40 Gutters Section 5 PAYMENT 41 5-1 General P R 0 P O S A L (Pubflifittl• Huntington Beach News " Novi 10; Nov. 20, 19'69) ` II SULLY MILLER rowmcma 00WA�'Y.OF - whose address is f:13OX432. ORANGE, to furnish and deliver all materials and to do and perform all work in accordance with the specifications and contract of the Superintendent of Streets of the City of Huntington Beach, ' California, for the con- struction of: The work as shown on the plans and described in the .� Specifications and Special Provisions of Assessment District No. 6803. TO THE HONORABLE COUNCIL OF THE CITY OF HUNTINGTON BEACH$ CALIFOP\NIA Gentlemen: The undersigned bidder has carefully examined the provisions of the Improvement Act of 1911, the form of contract, the general con- ditions , the Specifications , the Special Provisions and the Plans for the construction of: Assessment District No. 6803. Herein before described and referred to in the "Notice In- viting Sealed Bids" inviting proposals on such work dated and also the site of the work, and will provide all necessary mach- inery, tools , apparatus and other means of construction and do all the work and furnish all material called for by said specifications , general conditions , special conditions., and drawings in the manner prescribed therein and in said contract. and in accordance with the requirements of the Engineer under them. The undersigned bidder understands that the quantities of work as shown therein are approximately only and are subject to in- creases or descreases and offers to do the work whether the quantities are increased or decreased at the unit prices stated in the following schedule : Approx. Unit Quantity Item with Unit Prices Written in Words Price Total 1 Clearing, Grubbing, Removal of Ob- ump structions at .d-iv6 Ts. ova TsfeE6 l4woAnD 00 Sum Fixry bocz oms A,a AA C Per L. S. -la- I NOTICE INVITING SEALED BIDa ASSESSMENT DISTRICT NO. 6803 I HUNTINGTON BEACH', CALIFORNIA NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California hereby invites sealed bids and proposals for the improvement of the streets and rights of way in Assessment District No. 6803 in the City of Huntington Beach, California, as des- -- --- --- cribed in Resolution of Intention No. 3071 of said City Council adopted November 3, 1969, to which reference is hereby j made for a description of said work and improvement, the grade to which it is to be done, the district to be assessed to pay the cost and expenses thereof, the bonds to be issued, and for all further oarticulars therein contained. Reference is hereby further made to the plans and specifications and detailed drawings for said work and improvement on file in I 'he office of the City Clerk of said City of Huntington Beach, in accordance with which said work shall be done. NOTICE IS FURTHER GIVEN that saic :ity Council has heretofore determined the prevailing rate of per diem wages for the doing of said work, which said scale of wages is contained in the sched- ule thereof set forth in Resolution No. 3020 adopted July 7, 1969 and on file in the office of the City Clerk of said City :)f Huntington Beach. NOTICE IS FURTHER GIVEN that there are not now any estimated costs for the acquisition of easements and rights of way required in this improvement dis- trict. All proposals or bids shall be accom- j oanied by cash, a cashier's check, or a j ,ertified check payable to said City of f Huntington Beach, for an amount which shall be not less than ten percent (10%) of the aggregate of the proposal, or by ' bond for that amount and so payable, ned by the bidder and two sureties. who shall justify before any officer com- .)etent to administer an oath, in double that amount, and over and above all; statutory exemptions, or by a corporate surety bond to the satisfaction and ap- :)roval of said City of Huntington Beach. Said seated bids or proposals shall be delivered to the City Clerk of said City of Huntington Beach on or before Mon- Jay, the 15th day of December, 1969 at .he hour of 9:00 o'clock A.M. of said day A the office of said City Clerk, City fall, Huntington Beach, California. Said sealed proposals or bids shall be opened, axarnined and declared by the City Clerk. he City Attorney, and the Director of 'ublic Works of said City of Huntington Beach at a public meeting called for hat purpose by said City Clerk, City \ttorney, and Director of Public Works n the City Hall, Huntington Beach, Cali- ornia at 9:00 o'clock A.M. on Monday, he 15th day of December, ]969, and the esults of said bidding will be reported o the City Council of said City of Hunt- ington Beach at its regular meeting to )e held on Monday, the 15th day of )ecember, 1969 at the hour of 7:30 )'clock P.M. in the council chambers in he City Hall of said City of Huntington 3each, and shall be acted upon by said ;ity Council at their said regular meeting A December 15, 1969. Said City Council reserves the right o reject any and all bids and proposals ,hould it deem this for the public good. .no also the bid of any bidder who has _ . .-.. ,een delinquent or unfaithful in any ormer contract with said City of Hunt- ngton Beach. DATED: November 13, 1969. PAUL C. JONES City Clerk of the City of __ ... Huntington Beach, California Approx. Unit" Quantity Item with Unit Prices Written in Words Price - Total 2 . Excavation complete at 7-wo �cc.oe�5 2736 00 Cu.Yds . .9wa . _/L(a.::C�.vr�:; Per.. C.Y. S ¢72 00 _ 3. A;C. complete in place at r-4urA 810-- ac o C Tons .bb�cA,es /�.v� iC/o �Fic/TS per Ton 4 . A.C.Removal at /(/o boc.c�a 25 AND 1—' 5 0 Sq. Ft. TwrY �vE CFivrs Per S .F. 5. A.C.Berm 6" complete atja/DxLsPG$ 8 oo co Lin. Ft. A t-> A4 CE.vr= Per L.F. �� /70�� 6 . A.B. comn_ lete in place at ; :,oae Docc o,p_s 4394 / Tons AV'D X; cry C ry Per Ton _/9,7= 7. Compaction complete at 1,& Da�,�.v,�s Sq. Ft. A•v� FiFTEEic.� CE,vT.s per S .F. 7 �� 8. Seal Coat complete in place at Tons� z> Per Ton Z 7_5 9 . Prime Coat complete in place at ?*A__7Y b Tons l--i v6 �c•oe6 /-l.�s� /�lo Gar,per Ton 4�� 3 7 / 3 0 . Conc.Curb & Gutter, complete 7 wg5 3183 Line. Ft. mac,_. ,es A•vra S.xry Per L.F . z $ Z 7 11. Conc.Cross Gutter, complete D.00 b4O� A-_ 2 0 8 _ O ap Sq. Ft. ,Q.ub TE.v 4rW7 5 Per S .F. -2a- Approx. nit Quantity Item with Unit Prices T7ritten in Words Price Total 12 . 8"V.C.P.Sewer Main complete 4ie.�s r- 2658 =�� cC� Lin. Ft. sc�.4t � ,C.,c ry CE.ur Per L.F. 22 5 13. 4"VCP Sewer Lateral,complete J..)t' 49 Lin.Ft. ,�z>t�,2`, .4,uc) Per L.F. '7 4�4 14. S'td. Sewer M.H. complete at {',./E 7 « r ca Each � � .P.S ,4.�v 440 C -�u r� Per E a. 5�..� .3 6-00 15. Std. Lamp Hole complete at EACH /c/o Per Ea. 600 16 . 811AC Water slain Complete at 2220 v G Lin. Ft. Per L.F. "� 14 436 10 17. Fire Hydrants , complete at Each Ea. P 18. 1211AC V,Jater "lain complete at �� 1200 cars c;r. Lin F t. Per L.F. ` /00 oo -- 19 . Fence Relocation, complete 45 Lin. . Ft. ��,� .,�5 .�7.v� i(11ty ��.�"��'"-5. Per L.F. .�._ 20 . Curb only , complete in place at w_v ` IT — cscs o Lin. Ft. '0'!9zrk' /(1'y ���c1_r_5 Per L.F. '" 37 TOTAL L/27 03 r 1 -3a- The undersigned also agrees as follows: First: Within 25 days from the date of the first pubIlication of the Notice of Award of Contract, to furnish to the City of Hunting- ton Beach, two satisfactory bonds to the amounts specified in Para- graph 12 of the General Conditions guaranteeing the faithful perform- ance of the work and payment of bills. . . . . .. Second: To begin work within 15 days after the date of execution of the contract and to prosecute said work in such a manner as to complete it within 6, 0 working days, after the date of the execution of the con Tract. Accompanying this proposal is cash, a cashier's check or a certified check for $ payable to the City of Huntington Beach, or a bond in the amount of 7 /Q 7 payable to the City of Huntington Beach, signed by the undersigned and two sureties who have justified before an officer, competent to 'administer an oath in double that amount, or by a corporate surety bond in the amount of 10% of the aggregate of this proposal, which shall be for- feited, as liquidated damages , if, in the event this proposal is accepted, the undersigned shall fail to execute the contract under the conditions and -within the time specified in this proposal; otherwise said certified check, bond or corporate surety bond above mentioned is to be returned to the underisgned. Dated If an Individual, partnership or non-incorporated organization. Signature of Bidder By: Address of Bidder Names and Addresses of Members of the Firm SULLY-MILLER CONTRACTING COMPANY If a Corporation Signature of Bidder By : Name and�Title rr -4a- Business Address �*O BOXY ORANGE CALIF. 92661 Incorporated under the Laws of theState of C.44.1coeu.q _ SULLX•lIILLEIZ CONTRACilNG CO_MPANYwL, President A CALIPC'_:NIA C01I11.1.`.MIATION MAPLS1IALL _741cDC' ,D � °"s°_D :11T Secretary W.DUANE RASH `'.0 Prof S. _ ,_ ..JZEAS. DONN O. MICA EELS-t7I4.L PlrES.& MGR. Treasurer BENJAMIN L. DADX . ASS 11_ SECIJFTARy State License -Number 1538 .Clad a8�. Telephone '(774y V",T�fl •� Corporate Seal ?N Dafed this /S Day of yCCCA-?86e 1969 . - Corporation organized under Laws of the State of pile, 4704RAiIA Subscribed and sworn to before me this � day of. D6cEAoFB'1F 1969 . Notary Public in and for the County of State of California. GRACE C06B My Commission Expires Nov. 26;1971 -5a- P R O P 0. S A L INFORMATION REQUIRED OF BIDDERS The bidder is required to supply the following information: (Additional sheets may be attached, if necessary. ) (1) Address: .P O.BOX4.19 ORA�����. � (2) Tel. # ((7 4f 639•TVQO ( 3) Type of firm - Individual - Partnership - or Corporation 6-o-ePgA--47-joN (4) Corporation organized under the laws of the State of • ( 5) Contractor's License No. 1538 Class "A" (6). List the names and addresses of all members of the firm or names and titles of all officers of the corporation: SUL .V-A1TT.T.RB r e T e:fi r~ 1 A CALIFORNIA CORPORATION W.I VANE RASH-VICE PRES. SEC.&TREAS. BENJAMN I.. DADY - ASST. SECRETARY ( 7) Number of years experience as a contractor in construction work 47 YrdeT ( 8) List at least .six projects completed as of recent date : Contract Amount - Class of Work - Date Completed - Name of Owner ' yc�—i.v6194--0 G T6.v 4s2q. Deno At S oar, aoa 00 lot - i 6 f3 sTAT� dtc- to S Lb©.` - CSC 9 - C% �� �.v��E�•�.-✓ (9) List the name of the person who Insp'ected the site of the work for your firm; G-. G: �u,evcy Date of Inspection: . /0 / 69 (10) If requested by the District , the bidder shall furnish a notarized financial statement, financial data, or other information and re- ferences sufficiently comprehensive to permit an appraisal of his current financial conditon.. -6a- P R O P O S A L SUB-CONTRACTOR - LISTING PURSUANT TO THE GOVERNMENT CODE 4100, THE PRIME CONTRACTOR, . IN ORDER FOR THIS PROPOSAL TO BE ACCEPTABLE FOR CONSIDERATION SHALL FURNISH THE NAME AND. LOCATION OF THE PLACE OF BUSINESS OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR RENDER SERVICE ON THIS PROJECT IN AN AMOUNT EXCEEDING ONE HALF OF ONE PER CENT OF THE TOTAL BID. WORK TO BE PERFORMED SUBCONTRACTOR SUBCONTRACTOR'S ADDRESS �- T C.5 O.A_ L.L/. U,yl��,eyepyctjj �i4eT /`��G/.c/�' /liyAN6/M BY SUBMISSION OF THIS PROPOSAL, THE CONTRACTOR CERTIFIES: 1. THAT HE IS ABLE TO AND WILL PERFORM THE BALANCE OF ALL WORK WHICH IS NOT COVERED IN THE ABOVE SUBCONTRACTOR LISTING. 2 . THAT THE CITY OF HUNTINGTON BEACH WILL BE FURNISHED COPIES OF ALL SUB-CONTRACTS ENTERED INTO AND BONDS FURNISHED BY SUBCONTRACTOR FOR THIS PROJECT. -7 a- A G R E E M E N T THIS AGREEMENT, made and entered into, in duplicate, this day of , 1969 , by and between JA14ES R. WHEELER, Superi- tendent of Streets of the City of Huntington Beach, California, herein- after referred to as First Party, and ..hereinafter referred to as Second Party, W I T N E S S E T H .:; WHEREAS, Second Party has been awarded the contract. for the work hereinafter mentioned by the City Council of the City of Huntington Beach Calfiornia, by its Resolution No. passed and .adop.ted:.�_on the day of ..2 1969$ to which reference is hereby made Tor further particulars: NOW, THEREFORE, IT IS MUTUALLY AGREED BETWEEN THE PARTIES HERE- TO AS FOLLOTVS : 1. Second Party promises and agrees to do and perform and cause to be done and performed in a good and workmanlike manner under the direction of and to the satisfaction of the Superintendent of Streets of the City of Huntington Beach, California, and in accordance with the plans and specifications heretofore adopted by said City Council for the doing of said work on the day of 19699 by its Resolution No. , all of the work and improvements described in Resolution No. i of said City Council passed and adopted on the day o r. -- , 1969 , to which re- solution reference is hereby made _or further varticulars , and made part hereof as though set forth fully hens-in. 2. The contract entered into between the parties hereto by acceptance of the bid of Second Party and execution of this agreement consists of the following documents , all of which are a component part of this agreement as though set forth fully herein: (a) This agreement; (b) Plans and specifications above referred to; �c) Notice inviting sealed bids ; (d) Information and instructions for bidders ; (e) Bid of Second Party; All of said documents are on file in the office of the Director of Public Works of said City of Huntington Beach, California. 3. Second Party shall, and agrees to furnish all the necessary tools , equipment, labor and materials required for the Derformance and -8a- completion of said work and improvement, and all materials used shall comply with said specifications and be to the satisfaction of the Superintendent of Streets. 4. First party, acting in his official capacity as said Super- intendent of Streets , and not individually, hereby fixes the time of the commencement of said work under this contract to be on the day of , 1969 , and said work and improvement shall be 5ro- secuted with i igence from day to day thereafter to completion; and Second Party hereby agrees to commence such work and improvement within said time and prosecute the same with due diligence , and that second party will, within day from the date of execution of this a?reement, or within such further time as may be, granted by said City Council, complete said work and improvement and turn the same over to said Superintendent of Streets , complete and ready for use, and free and discharged of all claims and demands whatsoever for or on account of any and all materials , provisions , provender, or other supplies or the use of implements or machinery used in, upon, for, or about the per- formance of the work contracted to be done, or for any work or labor therein of any kind. 5. The said Superintendent of Streets , acting in his official capacity as such, and not individually, promises and agrees that. upon the performance of the covenants as aforesaid by Second party, he will duly make and issue an assessment and diagram and attach a warrant there- to for the total amount of the cost and expense of said work, including all incidental expenses as are incurred and. charaeable to the work under these proceedings and authorized by the provisions of said Streets and Highways Code, less the amount which the City Council has agreed to con- tribute to the cost of said work, as set forth in Resolution of Inten- tion No. of said City Council , adopted provided that the contractor shall pay to said Superintendent o Streets such incidental expenses at the time and in* the manner pre- scribed by said code. The -amount which- said City Council has agreed to .contribute to the total cost of said work shall be Daid to Second Party concurrently with the delivery to Second party of the Assessment, Diagram and Warrant. The total cost of all work and improvement, to be determined upon actual inspection of said work and improvement by the Superinten- dent of Streets upon completion and acceptance of said work and improve- ment, exclusive of incidental expenses , including all items for which a unit price is not specified, shall be determined and computed on the basis of the bid prices. 6. IT IS FURTHER AGREED that eight (S) hours of labor shall con- stitute a legal days work, and that Second Party shall not require or permit any laborer, workman or mechanic, or any subcontractor employed to perform any of the work included in this agreement to labor more. than eight ( 8) hours durinsz any one calendar day or more than forty (40) hours in any one calendar week, except for compensation as, provided in Section 1815 of the Labor Code of the State of California; and it is further stipulated and agreed that Second Party shall forfeit, as a penalty , to said City of Huntington Beach, California, the amount of Twenty-five Dollars ($25.00) for each laborer, workman or mechanic -9a- employed in the execution of this agreement by Second Party or any sub- contractor under Second Party upon any of the work included in this agreement, for each calendar day or each calendar week during which such laborer, workman or mechanic is required or permitted to labor more than eight ( 8) hours in any one calendar day or more than forty (40) hours in any one calendar week in violation of the provisions of Sections 1810 co 1815 , inclusive, of said Labor Code. 7. Second Party hereby agrees to keep full, true and accurate -records of the names and actual hours worked by the respective workers employed by Second Party under this agreement, and to allow access to the same- at any reasonable hour to any person having the authority to inspect the same as contemplated under the provions of said Labor Code. 89 IT IS FURTHER AGREED that second party and/or any subcon- `L,ractor doing or contracting to do any part of the work contemplated by this agrement shall not knowingly employ on said work any alien, except _n case of extraordinary emergency caused by fire , flood, or danger to ", ife or property ; and it is further agreed that Second Party shall forfeit to said City of Huntington Beach, California, the sum of Ten Dollars ($10.00) for each alien employed by Second Party or by any sub- contractor under Second Party in the execution of this agreement, for each and every calendar day or portion thereof, during which such alien is knowingly employed or caused or allowed to be employed, except as hereinabove set forth. Second party further agrees to he found by and to comply with all of the provisions of said Labor Code affecrting c:,ecution of this agreement, including Sections 1850 to 1854 , inciu-aive. Second Party agrees not to refuse to accept otherwise qualified em- ployees as indentured apprentices solely on the ground of the race, creed or color of such employee. 9 . The City Council of the City of Huntington Beach, California has ascertained the general prevailing rate of per diem wages applic- able to the work to be done hereunder to be as set forth and contained upon the schedule thereof on file in the office of the City Clerk of said City of Huntington Beach, to which reference is hereby made for -Lurther particulars . Second Party agrees to Day not less than said pre- vailing rate of wages to all workmen employed in the execution of this agreement, to comply with Sections 1770 to 1781 of the Labor Code of the State of California, and shall forfeit to said City Twenty-five ($25600) dollars for each calendar day or portion thereof for each work- man paid less than said general prevailing rate of per diem wages during cash day of the prosecution of said work. 10. Second Party expressly agrees that serial bonds to represent unpaid assessments , amounting to $50 . 00 or more and bearing interest at the rate of seven ( 7%) per annum, shall be issued hereunder in the manner provided for by said Improvement Act of 1911 , Part 5 , Division 7 of the Streets and Highways Code of. the State of California, the said bonds extending over a period ending nine (9) years from the second day of January next succeeding the next September first following their date. . 11. It is hereby stipulated and agreed between the parties here- t'.o , and notice is hereby expressly given to Second Party, that in no -10a- case, except where it is otherwise provided by law, will said City, or any officer or employee thereof, be liable for any portion of the expense of the work aforesaid or for any deliquency of person or pro- perty assessed. 12. Second Party further agrees at the time of signing and ex- ecuting this agreement to furnish at Second Party's own expense and .file with the City Clerk of said City, a faithful performance bond in the form provided for in Section 5254 of said Streets and Highways Code in the amount of $ , and a labor and material bond in the form as provided or in ection 5290 of said Streets and Highways Code in the amount of $ 13. In the event Second Party does not complete such. work and improvement within the time limit hereinbefore specified, or within such further time as said City Council may grant Second Party, Second Party, shall pay to said City liquidated damages in the amount of $100.00 per day for each and every day said work is not completed be- yond the time prescribed for completing said work. The amount of liquidated damages due shall be paid by Second Party to said City prior to the delivery to Second Party of the Assessment, Diagram and Warrant. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and have caused this agreement to be duly executed the day and year in this instrument first above written. by• Second party James R. Wheeler, First Party Superintendent of Streets , City of Huntington Beach, Calfiornia CERTIFICATION-SECTION 1861 LABOR CODE I , the undersigned contractor, am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen's compensation or to undertake self- insurance in accordance with the provisions of that code , and I , the undersigned contractor, agrees to and will comply with such provisions before commencing the performance of the work of this contract. SIGNATURE OF CONTRACTOR -lla- T0: ALL BIDDERS . FROM: ENGINEERING DEPARTMENT, CITY OF HUNTINGTON BEACH SUBJECT; HUNTINGTON BEACH ASSESSMENT DISTRICT NO. 6803 SPECIFICATIONS DATED 11/3/69 ADDENDA NO. 1 1. On Page 10a, Paragraph 8 of the Form Contract, delete. 2i Pages 7 and 8 of General Conditions of Contract, delete Paragraph 20. Sections 4390 and 4381 of the Government Code relating to trade names or equals will apply. 3. Page 9 , Paragraph 26 , delete. 4. Page 10 , Paragraph 29.,_ -delet•e. JAMES R. 14HEELER SUPERINTENDENT OF STREETS 11/14/69 I N D E X SECTION I, GENERAL CONDITIONS OF CONTRACT 1. Definitions 2. Examination of Plans, Specifications, and Special Provisions and Site of Work 3. Proposal Forms 4. Rejection of Proposals contaiding alterations, erasures or irregularities 5. Proposal Guaranty 6. Withdrawal of Proposals 7o Public Opening of Proposals 8. Disqualifications of Bidders ` 9. Competency of Bidders, Deposit for Plans and Specifications 10. Award of Contract 11. Return of Proposal Guaranties 12. Contract Bonds 13. Execution of Contract 14. Failure to execute contract 15. Non-responsibility of the City 16. Accident Prevention 17. Drawings and Specifications Interpretation 17-a. Changes in the Work 18. Conduct of work 19. Inspection 20. Materials 21. Sample and Tests 22. Rejection 23. Preservation and Cleaning 24. Regulations and Protection 25. Hours of Labor 26. Alien Labor 27. Prevailing Wage 28. Registration of Contractors 29. Domestic Materials 30. Convict made materials 31. Responsibility for Damage 32. Cooperation between Contractors 33. Contractor's responsibility for Work 34. Property Rights in Materials 35. No Personal Liability 36. Progress of Schedule 37. Working days 38. Labor 39. Subcontractors 40. Termination of Contract 41. Acceptance 42. Payments by the City Final Payment 43. Liquidated Damages SECTION I GENERAL CONDITIONS OF CONTRACT 1. DEFINITIONS: Whenever, in these specifications or other contract documents where these specifications govern, the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows: CITY: City of Huntington Beach, California. STREET SUPERINTENDENT: Street Superintendent of the City of Huntington Beach, California. _Y DIRECTOR OF PUBLIC WORKS: Director of Public Works of the City of Huntington Beach, California. CITY CLERK: City Clerk of the City of Huntington Beach, California. COUNCIL: Council of the City of Huntington Beach, California. CITY ATTORNEY: City Attorney of the City of Huntington Beach, California. CONTRACT: Contract Documents consists of the Agreement, the General Conditions of the Contract, the Plans or Drawings and Specifications, including all .modifications thereof incorporated in the Documents before their execution. BIDDERS: .Any Individual, Firm, Co-partnership or Corporation, submitting a .proposal. for the. work contemplated, acting directly or through a. duly authorized representative. CONTRACTOR: The Person or Persons, Co-partnership or Corporation, who have entered into a contract with the City as party or parties of the first part, or his or their legal representatives. SUBCONTRACTORS: A. per, Firm or Corporation supplying labor and materials or labor for work at the site of the .project as an agent of the Contractor. PLANS: The official scale and full size detail .drawings or exact repro- ductions thereof, adopted and. approved by the City, showing the location, character., dimensions and details of the work to be done and which are to be considered..as _part. of the Contract. SPECIFICATIONS: The instructions,. provisions, conditions, and detail requirements contained herein or herewith, pertaining to the methods and manner of. performing the work or to the quantities and qualities of materials to be furnished under the Contract. _WORK: All of the work of the project contemplated and called for or shown in the Contract Documents. Page 1 CALLED FOR, SHOWN, INDICATED: As called for, shown and/or indicated in the specifications or on the drawings. DIRECTED: As directed by the City through it s legal representative. APPROVED, PROPER, EQUAL, REQUIRED, SATISFACTORY, SUITABLE, NECESSARY: As donsidered approved, proper, equal, required, satisfactory, suitable or necessary in the judgement of the City. INSPECTOR: Legal representative of the City. -r PROPOSAL REQUIREMENTS AND CONDITIONS 2. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS- AND SITE OF WORK The bidder shall examine carefully the site of the work contemplated and the proposal, plans, specifications and contract forms- therefore. It will be assumed that the bidder has investigated and is satisfied as to the general and..local conditions to be encountered, as to the character, quality and...quantities of the work to be performed and-.materials-to be furnished as to the character of equipment and-facilities needed. preliminary to and during the prosecution of the work, and as. to .the_ requirements of these specifications. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modigy any of the terms or obligations herein contained. 3. PROPOSAL FORMS All proposals shall be made upon blank forms to be obtained from the Director of Public Works. The Bidder shall submit his proposal on the form furnished him.' Proposals submitted on forms other than the one issued to the bidder will be disregarded. All proposals -shall.-give- the -prices -proposed, •both in writing. and figures, and shall .be signed by the bidder, with his address, and Contractor's State License Number. If the proposal is made by an individual, his name and Post Office Address must be shown; if made by a Firm or Partnership, the name. and .Post Office-Address of the Firm or Partner- ship and the signature of one or both-partners must be shown, if made by a Corporation, the proposal shall show the name of the State under the laws of which the_Corpo.ration was chartered, the name of the Corporation and the title of the person who signs on behalf of the Corporation. 4. REJECTION OF PROPOSALS CONTAINING ALTERATIONS, .ERASURES OR IRREGULARITIES Proposals may be rejected if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures or irregularities of. any kind. Page 2 5. PROPOSAL GUARANTY All bids shall be presented under sealed cover and shall be accompa- nied by cash, a cashier's check, certified check, or bidder's bond made payable to the City of Huntington Beach, for an amount equal to at least ten percent (.107) of the amount of said bid, and no bid will be considered unless such cash, cashier's check, or certified check, or bidder's bond is enclosed therewith. 6. WITHDRAWAL OF -PROPOSALS Any bid may be withdrawn at any time -prior to the hour fixed in the notice of Contractors for the opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice the right of a bidder to file a new bid. 7. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indicated in the notice to Contractors. Bidders or their authorized agents are invited to be present. 8. DISQUALIFICATION OF BIDDERS More than one proposal from an Individual, a Firm or Partnership, a Corporation or an Association under the same- of different names will not be considered.- Reasonable_ground. for believing that any bidder is -interested in more than .one .proposal for the work contemplated will cause the rejection of all -proposals in which such bidder is interested. If there is reason for believing that. collusion will be considered- in awarding the Contract. Proposals in which the prices obviously are unbalanced may be rejected. 9. COMPETENCY OF BIDDERS AND DEPOSIT FOR PLANS AND SPECIFICATIONS Plans, specifications, and proposals forms will be issued only to those Contractors who can -qualify as competent bidders. A_charge will be required for the taking out of plans, none of which will be refunded to any bidder. .._AWARD AND EXECUTION OF CONTRACT _10. AWARD OF CONTRACT The. right is reserved to reject any..-and -all---prop-osals. The award of the contract, if .it be -awarded, will be to the lowest responsible bidder whose proposal complies with all the .requirements prescribed. The award, if made, will be.ma.de within thirty (30) days .after the opening of the -proposals. All- bids will be compared on the basis of the City's estimate of the quantities of work to be done. Page 3 11. RETURN OF PROPOSAL GUARANTIES Within ten (10) .days after the award of the contract, the City Clerk will return the ..proposal .guaranties accompanying such of the proposals as are not to be considered in making the award. All other proposals guaranties will be held--until the contract has been fully executed, after which they will be returned to the respective bidders whose proposal they accompany. 12. CONTRACT BONDS The contractor shall furnish two (2) surety bonds in duplicate counterpart,. one .as security .for the faithful performance of the contract in an .amount equal to one hundred .percent (100%) of the contract price, and one as .security for the.payment of all persons performing labor and furnish- ing materials in..connec.tion with the contract in an amount at least equal to fifty percent (50%)' of the contract price. 13. EXECUTION OF CONTRACT The contract shall be signed by the successful bidder in duplicate counterpart and returned, together with the contract bonds, within twenty-five (25) days from the first publication- of the notice of award of contract. The contractor shall also sign a set -of the plans and specifications for filing with the contract. No contract shall be binding upon the City until same has been completely executed by the contractor and the City. 14. FAILURE TO EXECUTE CONTRACT Failure to execute a contract and. file acceptable bonds as provided herein within said time shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. 15. NON-RESPONSIBILITY OF THE CITY The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to persons employed, or to the public. The Contractor shall take out and pay for all .accident, . compensation and fire insurance necessary, according to law and. as.sume all risk and responsibility until the work is finally accepted by the City,, all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the Contractor and .the. City is hereby relieved at all times from _any_indebtedness or.claim other than.-payments under terms of the contract. The contractor shall indemnify the City against any expense on account of anything used in the work being, or being claimed, infringements of letter of patent. Page 4 16. ACCIDENT PREVENTION Precaution shall be exercised -at all times for the protection of persons (including emp-loyees) and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment, and other hazards shall be guarded or eliminated in accordance with the safety provisions of the California Industrial Accident Commission, and the "Manual of .Accident Prevention in Construction", published by the Associated--General Contractors of America, to the extent that such provisions are not in contravention of applicable law. 17. DRAWINGS AND SPECIFICATIONS Interpretation: Figured dimensions. of the drawings shall govern, but work not dimensioned shall be as directed. Work indicated but not particularly detailed or specified shall be equal to similar parts that are detailed or specified, or as directed. Full size details shall take prece- dence over scale.-drawings as to shape and details of. construction. It is intended. that scale drawings, full size details and specifications should agree, but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the Contractor shall notify the Street Superintendent at once; if the Contractor proceeds with the work affected without instruction from the Street Superintendent, he shall make good any resultant damage or defect. All misunderstandings of drawings and specifications shall be clarified by the Street Superintendent, whose decision shall be final. Any work called for by the drawings and not mentioned in the speci- fications, or vice versa, is to be furnished as set forth by both. Where not specifically stated otherwise, all work and materials necessary for each unit of construction, including special construction for any specific brand or shape of material called for, even the only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. Lists, rules and regulations referred to are recognized printed standards...and .s.hall be considered as .one .and a part of these specifications within the limits specified. All drawings and specifications are City property and must be returned when ordered. "General Conditions" apply with equal force to all of the work. Additional Details: The City .may furnish additional details to more fully explain the work and same shall be considered part of the contract documents. Where the work is not sufficiently detailed or clearly shown, the Contractor, before proceeding, shall apply in writing for additional details. Page 5 Any Work---done by the Contractor before receipt of such -details, if not in-actor-dance with same, shall be removed and-.replaced or adjusted, at his own. expense. Should .any details be, in the--opinion of the Contractor, more elaborate than.warranted, written notice thereof must be given the City within five (5) days of receipt of same. The City will then consider the claim, and if justified the drawings will be amended. Non-receipt of such notice relieves the City of any claim. `17-a. CHANGES IN THE WORK: _Increases and decreases in the work shall be done in conformity with the provisions of Sections 5230 to 5236,* inclusive, Chapter 8.5 of Division 7 of the Streets and Highways Code of the State of California, a portion of the Improvement Act of 19.11. The inclusion or deletion of any such work shall beat the bid prices if there are unit prices for such work in the bid on file, or otherwise- at prices to be agreed upon between said Contractor and said City Council. 18. CONDUCT OF WORK The Contractor shall observe that the City reserves the right to do. . other .work .in. connection with the .project, by contract or otherwise, and he shall .at all times .conduct this work so as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work. with. the._work of others so- that no discrepancies shall result in the whole -work. The Contractor .shall...provide, at his own risk, all tools, machinery, scaffolding, false work, forms and centers for the -execution of the work. Equipment shall be-.adequate and .as. approved. The Contractor shall obtain all necessary measurements from ..the work .and._shall .check. .dimen ions, levels and constructi.on _and. layout.,. .and. supervise the construction for correctness of which he shall -be responsible. Where work of one trade joins or is on. other work, there shall be no. discrepancy when- same.-is completed. In. engaging work with other materials,_. marring or -damaging-same will -not be -permitted. ' Should improper work of any trade be covered by another which results in damage or defects-,- the whole work--affected shall be ma.de..good..withou expense to the , City. . The'C.ontractor must anticipate relation of all parts of the work and at the -proper time furnish and set anchorage, blocking or bedding as required. .-Anchorage -and blocking necessary for each trade shall be a part of same, except where stated otherwise. Assistance required by the City in obtaining .measurements- or information on the work shall be furnished accurately and fully without cost by the Contractor. Page 6 19. INSPECTION The Contractor shall at all times maintain proper facilities and provide safe access f.or inspection..by the Street. Superintendent to all parts of the work, and to the shops wherein work is in -.p.reparation. Where the specifications require work to be tested, it shall not be covered up until tested. and approved by the Street Superintendent and the Contractor shall be solely responsible for notifying the Street Superintendent where and when • such work is in readiness for testing. Should any such work be covered with- out test- and approval, it shall, if so ordered, be uncovered at the Contractor's expense,- Re-examination of q.uestioned. work may be ordered by the Engineer and if so ordered, must be uncovered by the Contractor.. If such .work be found in accordance with the contract specifications the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the contract specifications the -contractor shall pay such cost. The contractor shall prosecute work only in the presence of the Engineer or Inspector appointed by the Superintendent of Streets and any work done in the absence of said. Engineer or Inspector will be subject to rejection. The contractor shall make a_ written application for an inspector at least twenty-four (24) hours before his services are required on the work. The Contractor shall furnish the Engineers and Inspectors reasonable facilities for obtaining full -information respecting the progress and manner of the work, and the character of the.materials. The Contractor shall prosecute work on any State Highway only in the presence of an inspector representing the State Division of Highways and any work done -in the absence of said inspector will be subject to rejection. The Contractor shall .make the appropriate notification according to the instruction given on the State Encroachment Permit for all inspections, and shall post all Bonds and Certifications required by the encroachment permit. The permit shall be acquired by the City. .20. MATERIALS Price, fitness and quality being .equal, preference shall be given _ to pxo.duc.ts of .the State of California. Materials shall be new, .and of specfied kind and .quality and fully eq-ual.. to samples when- samples are required. When the -quality or kind of material or articles .shown..and._required under the contract is not particu- larly specified, the Contractor shall .estimate that the City will require -articles or materials representing the best of its class or kind or at least equal to the class or quality of similar articles or materials that are specified. Page 7 Where articles or materials are specified by brand or trade name, that particular -Article or material must be used. -Materials shall be furnished in ample .quantities and at such times to insure uninterrupted -progress of the work. Same shall be stowed properly and pxo.tected..as. required. The Contractor shall be entirely responsible for damage or loss by weather or other cause. 21. SAMPLE AND TESTS Materials or work requiring tests are so .specified. Other material may be tested but only at the discretion of the Street Superintendent. All samples for testing will be taken by the Street Superintendent from material delivered, unless otherwise directed, and tests will be under the supervision of, . as directed by and_-a-t-s.uch_points.. as may-be.-convenient to the City. Materials requiring test shall be delivered in ample time before intended use, to allow for testing and none may be used before receipt of approval.. All approvals or decisions will be rendered in writing. Samples that are of value after testing, shall remain the property of the Contractor. 22. REJECTION Should -any portion of the work be done, or any materials be delivered, which fail to comply with requirements of the specification or the drawings, same will be rejected and- the Contractor shall immediately make same satis- factory to the City. Any..materials.:which. are condemned shall immediately be.removed from the .premises. ..23. - PRESERVATION AND CLEANING The contractor shal.l. properly preserve and clean the work as it progresses. A.t. regular intervals, or when directed, rubbish shall be collected and -removed, and at completion the whole work shall be cleaned and all tools, false work,. .equipment._and_ rubbish shall be removed from the site, all being left .in clean-and proper condition as directed. 24. REGULATIONS AND PROTECTION The contractor shall keep .informed and observe, .and comply with, and cause .all of his agents and employees to observe and comply with, all prevailing. Feder.al, State and Municipal Laws, Ordinances, Rules and Regulations which in any way affect the conduct of the work 'af this contract. If any con- flict arises between provisions of the Plans and Specifications and any such law above..refer.red. to, then. the_ Cont.rac_tor shall notify the City at once in writing.. The Contractor. shall..-protect and indemnify the. City .or _any of its officers, ..agents.,. .and employees. .against any claim or liability arising from or based..on .the. violation of-.any such law, Ordinance, Rule or Regulation, whether by himself or his agents or employees. Page 8 The Contractor shall. be responsible for and provide and maintain all proper temporary walks, roads, guards, railing, lights, and warning signs and take all precautions at all times to avoid injury or damage to any persons or any property, Watchman, when required, shall be employed by the Contractor® No advertising sign of any description will be permitted in or about the work except by order of the City, Signs required are specified and shall be furnished and installed by the Contractor, The contractor shall, at his expense, abtain all necessary permits and licenses, give all requisite notices, pay all fees required by law and comply with all law, Ordinances, Rules and Regulations relating to the work and to the preservation of the Public Health and Safety. Strict prohibition against committing any nuisance in or about the work must be maintained. Conveniences shall be provided for employees and maintained in sanitary conditions® 25. HOURS OF LABOR The Contractor shall forfeit, as penalty, twenty-five (25.00) for each laborer, workmen, or mechanic employed in the execution of the contract by him, or by any subcontractor under him for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than eight (8) hours in violation of the provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on public works, by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emer- gency when their employees are permitted to work over eight (8) hours per day, together with the names of the said employees, and the hours worked per day making failure to file said report within thirty (30) days prima facie proof that no extraordinary emergency existed, also making it a misdemeanor for any contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the name of and the actual hours worked by each workman employed by him in connection with public work. 26, ALIEN LABOR The contractor shall forfeit, as penalty, ten dollars ($10,00) for each alien knowingly employed in the execution of the contract, or by him or by any subcontractor under him, upon any of the work, for each calendar day, or portion thereof, during which such alien is permitted or required to labor in violation of the provisions of the labor code particularly Sections 1850 and 1854 thereof, both inclusive, except in certain cases of extraordinary emergency, providing for the reporting of such cases of extraordinary emer- gency, the keeping of records of the citizenship of workers employed upon public work, and the inspection of such records by the proper officials, pro- viding for a forfeiture for each c.a-Lendar day, or portion thereof, any alien is knowingly permitted to work on public work and for a stipulation to this Page 9 effect in the contract, and providing other penalties for violation of the provisions thereof. 2.7. PREVAILING WAGE The contractor shall forfeit as penalty twenty-five ($25.00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, such .laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by any subcontractor under him in violation of the provisions of .the Labor Code, particularly Sections 17-70 to 1781 thereof, both inclusive, providing for the payment of not less than the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertainment of such general prevailing rate by the public body awarding the contract, providing for the keeping of records of the wages paid all workers engaged in public work and the inspection of such records- by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for_..a. stipulation. .to this effect in the contract, and providing other penalties for violation of the-..provisions. .28. REGISTRATION OF CONTRACTORS Before submitting bids, Contractors shall .be licensed in accordance with -the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and- Professions Code of the State of California and Amendments thereof, providing f-or the registration of Contractors, and defining the term Contractor.;..providing a method of obtaining licenses to engage in the business of .contracti.ng.,.. .and_fixing the fees for such licenses; and prescribing the .punishment for violation of provisions thereof, as amended. 29. .DOMESTIC MATERIALS Only such .unmanufactured articles, .materials and supplies as have been:...mined..or..p.roduced .in the United .States, and only such manufactured arti c.les, .materials--and..supplies. as .have been manufactured in the United States, substantially -11 _f.rom..articles,-.materials. .and..supplies mined, .produced or so manufactured, .-as the...case..may be, in the United States shall be used in the performance-of the..contrac..t. in- accordance..with the provisions of Sections 4300 to 4305. of .the Government Code. Any person, firm or corporation that fails to comply with the -p.rovisions. .of_. -this...ac.t shall not be awarded any contract to which the act applies for. .a -period of three (3) years from date of violation. 30." CONVICT MADE MATERIALS No materials manufactured or produced in a penal or correctional institution shall be incorporated in the project under this contract. Page 10 31. RESPONSIBILITY FOR DAMAGE The City, the Street Superintendent or the Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any .part. thereof; or for any of the materials or other things used or employed. in performing the work; or for injury to any person, either workmen or the public; for damage to adjoining .property from any cause which might have been -prevented by the Contractor or his workmen or anyone employed by him; against all of which injuries or damages to persons and property the contractor having control over such work must properly guard. The contractor shall be responsible for any damage to any person or property resulting .from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and finial acceptance, .and shall - indemnify,.-and- save harmless the City and its- representatives from all suits or .actions of. every name and- description, brought for or on .account of any injuries or damages received or sustained by any person or persons, by or from the contractor, his servants or agents, in the construction -of the work or by or in consequence of any negligence in guarding the same, in..improper. materials used-- in its construction, or by or on account of any act or omission of the contractor or his agents, and so much of the money due the contractor under and by virtue of the contract as shall be considered necessary by the Street Superintendent may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid. 32. : COOPERATION BETWEEN CONTRACTORS Where two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manner as not-to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, the person or property, or for loss caused--by failure to- finish the work within the time specified for completion. • 33. CONTRACTOR'S RESPONSIBILITY FOR WORK Until .the formal acceptance of the work by the City, the Contractor • shal.l .have the charge -and care thereof..and shall bear the risk of injury or damage to any.-part of the work by the action of the -elements or .from any other cause, whether arising from the execution or from the non-execution of the work. The contractor shall rebuild, repair, restore and make good all injuries ,or -damages to any por.tion of the work occasioned by any of the above causes before its completion and acceptance and shall bear the expense thereof, ex- cept for such injuries or-. damages as are occasioned by acts of the Federal Government and/or public enemy. In case of suspension of work from any cause whatever, the.contractor shal-I be responsible for all materials and shall properly 'store them if necessary, and shall provide suitable drainage and erect temporary structures.where necessary. Page 11 34. PROPERTY RIQHTS IN MATERIALS Nothing in the contract shall be construed as vesting in the c contractor any right of property in the materials used after they have been attached or affixed .to the work or the soil; All such materials shall be- come the property of the City upon being attached or affixed. 35. NO PERSONAL LIABILITY Neither the City nor any officer or authorized assistant of the Street Superintendent or the Engineer; shall be personally responsible for any lia- bility arising under the contract. PROSECUTION AND PROGRESS 36. PROGRESS SCHEDULE When, in the judgement of the City, it becomes necessary to accele- rate the worn., the Contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and.execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. 37. WORKING DAYS Every calendar day except Saturdays, Sundays and legal holidays is counted a, full working day in figuring the working days allowed under the contract. No work may be perforated on Sundays and holidays, except as otherwise provided for herein. 58. LABOR The contractor shall observe strictly that each and every kind of work shall be performed by workmen, laborers, or mechanics especially skilled in the class of work required- and- that workmanship shall be of the best: regardless of the quality of material. The contractor shall provide, at all times, sufficient competent labor to properly carry on the work and to insure completion of each part in accordance with schedule and with the time agreed to. The contractor shall retain a competent superintendent to direct the work constantly during construction and to represent the contractor at all -times in connection with the contract. Any person the city may deem incompe= tent or .disorderly shall be promptly discharged and not re=employed. 39. SUBCONTRACTORS Assignment of-the obligations .and/or duties of the Contractor in the whole or any part of the contract shall be made only upon the City's approval of written request by the contractor. Page 12 No subcontractor will. be recognized as such, and all persons engaged in the work of construction will be considered as employees of the contractor, and he will be held responsible for their work, which shall be subject to the provisions of the contract and specifications. The contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. - Before- any work is started .on .a subcontract, the contractor shall file, with the Street .Sup.erintendent, a written statement showing the work to be subcontracted, giving the names of the subcontractors and the descrip- tion of each portion of the work to be so subcontracted. Where a portion of the work, subcontracted by the contractor, is not being prosecuted in a manner satisfactory to the Street Superintendent, the subcontractor shall be.removed immediately, on the remission of the Street Superintendent, and shall not again .be employed on the work. The specifications are in "Sections" divided and arranged according to various trades. No obligation is inferred to sublet the work as divided, nor is the .contrac-tor xelieved of fully performing and completing any part of the work, 40. -TERMINATION OF CONTRACT -Failure to prosecute work diligently is ground for termination of the contractor's control over the work and taking over the work by the City of due process of law. 41. ACCEPTANCE Should it become necessary, due to developed condition, to occupy any portion of the work before contract is fully completed, such occupancy shall not constitute acceptance. 42.. PAYMENTS BY THE CITY Final Payment: The Street Superintendent, after the completion of all work to 'be done under the contract, shall forthwith make an assessment to cover the sum due for the work -performed and specified in said contract (iricluding' al1 incidental expenses chargeable to the .proceedings) in con- farmi..ty.wi.th .the .provisions of the "Impr.ovement Act of 191111, Division 7, of the Streets and -Highway Code of the. State of California. Note: This paragraph is not applicable when other methods for _payments are- stated in the contract. Page 13 43. TIME OF COMPLETION AND LIQUIDATED DAMAGES It is agreed by the parties to the contract that id case all the work called for under the contract is not completed before or upon the expira- tion of the time limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach, and that it is and will be impracti- cable to determine the actual damage which the City will sustain in the event of and by reason of such delay; and- it is therefore agreed- that- the Contractor will pay to the City of Huntington- Beach, the sum of One-hundred ($100,00) per day for each and every day's delay beyond the time prescribed to complete the work; and the contractor agrees to pay such liquidated damages as herein provided. Said liquidated damages shall be paid by the contractor to the City of Hunting.ton. Beach prior to the delivery to the contractor of the assessment, diagram and warrant. I.t is further agreed that in case the work called for under the contract is not -finished and completed in all parts and requirements within the time specified, the City Council shall have the right to extend the time for comp- letion or not, as may seem best to serve the interest of the City; and if it decides to extend the time limit for the completion of the contract, it shall further have the right to charge to the contractor, his heirs, assigns, or sureties, and to deduct from the final..payment for the work, all or any part, as .it .may deem proper, of the actual cost of engineering, inspection, super- intendence, and -other overhead expenses which are directly chargeable to the contract, and. which accrue -Auring the period of such extension, except that the cost of-final surveys and. preparation of final estimate shall not be included in such charges. Said amount shall be paid by' contractor to the City of Huntington--Beach prior to the delivery to the contractor of the assessment, warrant .and diagram. The Contractor shall not be assess with liquidated damages nor the. cost of engineering and. inspection-Auring any delay in the completion .of the work caused by acts of God or the public .enemy, acts of the City, fire, floods, epidemics; quaxantine restrictions, strikes, freight embargoes and unusually - - severe weather -or .delays of sub-contractors due to such causes; provided, that the contractor shall within ten (10) days from the beginning of any such delay notify the Superintendent of Streets in writing of the causes of delay, who shall ascertain the facts and the extent of delay, and his findings ;of the facts thereon shall be final and conclusive. Page 14 i SPECIAL PROVISIONS SECTION 1 CONSTRUCTION DETAILS-GENERAL Section 1-01 GENERAL DESCRIPTION OF WORK: The work to be done consists of grading, paving, 'con- structing concrete curbs and gutters , sanitary sewers , house connection sewers , sewer manholes , water mains , installation of fire hydrants , removal of obstructions , together.with appurtenances and appurtenant work in the City of Huntington Beach. Section 1-02 ESTIMATED QUANTITIES : The following quantities will be used in comparing the bids received: Item .No. Description Estimated Quantity. 1. Clearing, Grubbing 8 Removal of Lump Sum Obstructions 2. Excavation 2736 Cubic Yards 3. Asphalt Concrete 810 Tons 4. Asphalt concrete removal 1050 Square Feet 5. Asphalt concrete Berm 6 ' 85 Linear Feet 6 . Aggregate Base 4394 Tons 7. Compaction 672518 Square Feet 8. Seal Coat 3. 1 ' Tons 9 . Prime Coat 7. 5 Tons 10. Concrete curb and Gutter 3183 Linear Feet 11. Concrete cross gutter 2080 Square Feet 12. 8" V.C.P: sewer main 2658 Linear Feet 13. 4" VCP sewer lateral 1249 Linear Feet 14. Standard Sewer Manhole 7 Each 15. Standard lamp hole 3 Each -15- Item No. Description Estimated quantity 16 . 8" A.C. [later Main 2220 Linear Feet 17 . Fire Hydrants 4 Each 18. 12" A.C.Water Main 1200 Linear Feet 19. Fence Relocation 45 Linear Feet 20 . Curb only 188 Linear Feet •Section 1-03 SPECIFICA..TIONS: The work to be done under this. contract shall comply with the foregoing specifications and with the Standard Specifications of the State of. California, Department of Public Works , Division of High- ways , dated January 1969 , insofar as the same may apply, and shall also comply with the following Special Provisions . The terms "State Standard Specifications" when hereinafter used, shall be interpreted as meaning, and being synonymous with the Standard Specifications of the State of California, Department of Public Glorks , Division of Highways , dated January 1969 . In case of conflict between these specifications , or the State Standard Specifications , and these Special Provisions , these specifications shall take precedence over and be used in lieu of such conflicting portions. Section 1-04 PLANS: The work to be done under this contract shall comply with the Improvement Plans and said plans are a part of the contract and are on file in the office of Superintendent of Streets. The contract docu- ments shall consist of the following listed items : 1. Improvement Plans 2 . Applicable sheets of the City of Huntington Beach Standards . 3. Specifications and Special Provisions . 4. Specified manufacturers details and installation instructions. 5. Proposal 6 . The contract and/or agreement. 7. The contractor's bonds and insurance certificates. 8. Requirements of the necessary permits from other public agencies. -16- Section 1-05 MATERIALS: All materials furnished by the contractor, unless other- wise provided, shall be new and unused, of standard quality and approved by the Superintendent of Streets. All material not covered by these specifications must be approved by the Street Superintendent, The Street Superintendent shall be the sole judge as to the suitability of the proposed material for the purpose for which it will be used. It shall be understood that all material called out in the specifications by trade names or catalog number, shall mean that material, or an approved equal. Section 1-06 RESPONSIBILITY FOR MATERIAL FURNISHED BY .OWNER: The contractor's responsibility for material furnished by the owner shall begin at the point of delivery by the manufacturer, or owner, and upon acceptance of the material by the contractor. The contractor shall examine all material furnished by the owner at the time and place of delivery, and shall reject all defective material. Any defective material furnished by the owner and not rejected by the contractor, and discovered prior to final acceptance of the work, will be replaced with sound material by the owner and the owner will furnish such additional material and supplies as may be necessary to install such replaced material. The contractor, however, shall remove the de- fective material and install the replaced material at his own expense, furnishing all the labor and facilities necessary to complete the work to the satisfaction of the Street Superintendent. Any material furnished -by the owner that becomes damaged after. acceptance by the contractor, shall be replaced by the contractor at his own expense. The oontractor shall be responsible for the safe storage of material furnished by or to him, and accepted by him and intended for the work until it has been incorporated in the completed project; Section. 1-07 TESTING:. The testing of any materials or of any portion of the job under construction shall be at the option of the Street Superintendent or his authorized agents. The contractor shall furnish, without charge , any materials requested for testing in accordance with Section 6 of the Standard Specifications. The contractor shall also provide access to any area of the job for testing purposes and shall furnish, without cost, any assistance necessary to perform the testing. The charges for the testing will be paid by the City. The contractor shall notify the Street Superintendent of the readiness of any phase of any construction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved. -17- Section 1-0.8 INSPECTION: The contractor shall recognize the Street Superintendent of the City as the Project engineer, who shall be in charge of and authorize the inspection of the project. The contractor shall provide access at all times to any area of the project for inspection' purposes and .shall furrii$hi without cost, any assistance necessary to complete required inspections: . A forty-eight (48) hour notice shall be given prior to commencing the project; and during construction. The con-' tractor shall give due notice , satisfactory to the inspector, of the readiness of any phase of construction to-be inspected and shall not proceed without approval. -18- SPECIAL PROVISIONS SECTION 2 CONSTRUCTION DETAILS-WATER SYSTEM Section 2-01 ASBESTOS CEMENT PIPE: Asbestos cement pine shall conform to the Standard Speci- fications for asbestos cement water pipe , Class 150 (unless otherwise shown on the plans) of the _Ainerican Water Works Association No. C 400- 53T or its latest revision. Pipe ends shall be step machined so as to provide automatic end separation without the use of mechanical spacers. Pipe couplings shall be "Ring Tite" or approved equal. Rubber sealing rings shall be solid in cross section and furnished by the pipe manu- facturer. Maximum compression of the rubber ring shall not exceed 50% of the thickness of the rubber ring nor shall it be less than 20% of the diametrically apposed side. Section 2-02 SPECIALS AND FITTINGS: Specials and fittings shall be either A.W.W:A. Class D or short body 250 , with ends to accomodate type of piping used. Fittings for use with asbestos cement pipe shall have machine finished end con- nections with both the ring groove and the interior of the ball machine finished to the tolerance specified by the pipe manufacturer. All cast iron fittings shall be cement lined in accordance with American Standard Specifications A21.4-1939 . The lining shall have a minimum thickness of one-sixteenth inch, and a maximum thickness of one-eighth inch. Fittings shall be free of blow holes and castings shall be smooth and clean. Section 2-03 GATE VALVES: Gate valves shall be in accordance with A.W.W.A. C 50-59 or its latest revision, iron body, bronze mounted parallel seat, solid bronze double disc, bottom wedging, non-rising stem with "0" ring seals , two inch square operating nut and shall open left. Ends shall accommo- date type of piping used. Valves for use with asbestos cement pipe shall have machine finished end connections with both the ring groove and the interior of the bell machine finished to the tolerance specified by the pipe manufacturer. Stems shall be "Everdur" , "Ni-Vee" or proven equal, having a certified tensile strength of not less than 60 ,000 psi, a yield of not less than 30 ,000 psi,and an elongation of not less than 15% in 2-inches. Test bars for above requirements shall be cut from the thrust collar area of the stem after heat treating, forging and machining. Stem collars shall be cast integrally with the stem. Manufacturer shall employ a positive permanent method of identification in the field without disassembly that the valve stem is "Everdur" or proven equal. Stem nut shall be solid bronze. -19- Wedge blocks and hooks shall be solid bronze and be so designed as to allow the gates to function properly when water pressure is exerted from either or both directions. All valves 12" and smaller shall be suitable for a working pressure of 200 psi. All valves shall have manufacturers names , working pressure and date cast in plain letters on the body of the valve. Section 2-04 FIRE HYDRANTS : Fire hydrants shall be Rich, East Bay Hydran-t, Greenburg, Jones or approved equal. Hydrant stems are to be of "G" metal, "Ni-Vee" , "Everdur" or approved equal. Nozzle caps shall be furnished with rubber washers . Installation to be as per City of Huntington Beach 11ater De- partment Plan No. 605. Hydrant bodies shall be cement lined in ac= cordance with American Standard Specification A21. 4-1939 . Section 205 VALVE BOX: Valve boxes shall be Brooks No. 4 TT gate valve box and , tile with cast iron face and cover marked "WATER" . Section 2-06 HANDLING PIPE AND ACCESSORIES : A. Care Cast iron pipe, fittings , valves , hydrants , asbestos-cement pipe, and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall, at all times , be handled with care to avoid damage. B. At Site of Work In distributing the material at the site of the work, each piece shall be unloaded apposite or near the place where it is to be laid in the trench. C. Pipe Kept Clean The interior of all pipe, fittings , and other accessories shall be kept free from dirt and foreign matter at all times. Section 2-07 ALIGNMENT AND GRADE: A. General All pipe shall be laid and maintained to the required lines and grades with fittings , valves , and hydrants at the required locations , and with joints -centered and spigots home, and with all valves and hydrant stems plumb. B Protecting Underground and Surface Structures Temporary support, adequate protection and maintenance of all underground and 'surface utility structures , drains , sewers , and -20- other obstructions encountered in the program of the work shall be furnished by the contractor, at his own expense , under the direc- tion of the Street Superintendent. C Deviations Occasioned by other Utility Structures Wherever existing utility structures or branch connections lead- ing__ to main sewer or to main drains or other conduits , ducts , pipes , or structures present obstructions to the grade and alignment of the pipe, they shall be permanently supported, removed, relocated, or reconstructed by the contractor through cooperation with the owner of the utility, structure, or obstruction involved. In those instances where the relocation or reconstruction is impracticable, a deviation from the line and grade will be ordered, and the change shall be made in the manner directed. D Deviation with Street Superintendent' s Consent No deviation shall be made from the required line or grade ex- cept with the written consent of the Street Superintendent. Should the requested deviation require additional pipe or fittings , no additional compensation shall be allowed therefore. E Subsurface Explorations The City shall have. examined available records for the location of existing pipes , valves , or other underground structures , which locations are indicated on the plans . The contractor shall have the responsibility to verify these locations and prated theses. structures found in progress of work whether of record or not. Should the City require subsurface explorations other than those pertinent to the execution of the contract , the contractor (under written order of the Street Superintendent) shall make all ex- plorations and excavations for .such purpose and the Street Super- indendent will allow extra compensation therefore. F Depth of Pipe Cover All pipes shall be laid to the following minimum depths : For pipe diameter of 4-inches to 8-inches a depth of 36-inches of pipe cover; for pipe diameter of 10-inches , a depth of 42 inches of nine cover; for pipe diameter of 12-inches , a depth of 48 inches of pipe cover; and for pipe diameter of 14-inches and greater, a depth as designated on the plans , but not to be less than 48-inches of pipe cover. The depth shall be measured from established street grade or the surface of the proposed permanent improvement to the top of the barrels of the pine. Section 2-08 EXCAVATION AND PREPARATION OF TRENCH: A Trench The trench shall be dug to the alignment and depth required and only so far in advance of pipe laying as the Street Superin- -21- tendent shall permit. The trench shall be so braced_ and_ drained that workmen may work therein safely, and efficiently. It is essential that the discharge from pumps be led to natural drainage channels , or to storm drains. 'P.. ..Width The trench width may vary with and depend upon the depth of trench and the nature of the excavated material encountered; but in. any .case. shall be of ample width to permit the pipe to be laid and-:jointed properly and the backfill to be placed and compacted . _properly. The minimum width of unsheeted trench shall be 24-inches ; and _for pipe 10-inches or larger, at least one . foot greater but. not more than two feet greater than the nominal. diameter of the pipe. Variations in these specified trench widths shall be allowed only by consent of the Street Superintendent. C.:. Pixie Foundation The trench, unless otherwise specified., shall have a flat bottom. conforming to :the grade to which the pipe is to be laid. Any part of the trench excavated below grade , as" a result of negligence of the contractor, shall be corrected with approved material, placed and compacted in layers under the direction of the Street Superintendent. When the bottom uncovered to sub- grade is soft and in the opinion of the Street Superintendent cannot support the pipe , a further depth and/or width shall be excavated and refilled to pipe foundation grade as required, or other. means , as directed by. the Street Superintendent, shall be adopted to assure a firm foundation for the pipe and extra com- pensation shall be allowed therefor. T54herever necessary to. pre- vent caving, :excavation in instable material shall be adequately sheeted and braced. Where sheeting and bracing are.. used, the trench width shall be increased accordingly: Trench sheeting shall remain in place until the pipe has been laid, tested for defects and repaired if necessary and the earth around it com- pacted to a depth of two-feet over the top of the pipe. D Safety :Provisions The rules and regulations of the local authorities , rules of Industrial Accident Commission of the State of California, re- specting safety provisions shall be observed. E Flow of Drains and Sewers Maintained Adequate provisions shall be made for the flow of sewers , drains and water courses encountered during construction; and the struc- tures which have been disturbed shall be satisfactorily restored upon completion of the work. F Property Protection Trees , fences ,-- poles , and all other property shall be protected . -22- unless their removal is authorized. Any property damaged shall be satisfactorily restored by the contractor. G Interruption of Water Services No valve or other control on the existing system shall be operated for any purpose by the contractor without approval of the Street Superintendent. All consumers affected by such operation shall be notified by the contractor at least one hour before the operation and advised of the probable time when the service will _ be restored. Section 2-09 PREPARATION OF TRENCH BOTTOM AND LAYING ASBESTOS-CEMENT A Trench Bottom The trench bottom shall be prepared for the laying of pipe and fittings in accordance with the acceptable and recommended pro- cedures outlined in the pipe manufacturers installation guide. B General Proper_ implements tools , and facilities satisfactory to the Street Superintendent shall be provided and used by the contractor for the safe and efficient execution of the work.. All pipe, fittings Valves , hydrants and accessories shall be carefully lowered into the trench by means of derrick, ropes , or other suitable equipment in such manner as to prevent damage to pipe and fittings . Under no circumstances shall pipe or accessories be dropped or dumped into the trench. C Inspection of Pipe and Accessories The pipe and accessories shall be inspected for defects prior to lowering into trench. Any defective, damaged or unsound pipe shall be repaired or replaced. D Pipe Kept Clean All foreign matter or dirt shall be removed from the interior of pipe before lowering into position in the trench. Pipe shall be kept clean by means approved by the Street Superintendent during and after laying. E Pipe Laying All asbestos-cement pipe shall be handled, assembled, and bedded in accordance with the instructions in the pipe mandfacturer0s installation guide. _ Any deviation from the procedures outlined in this manual shall be approved by the Street Superintendent. -23- F Floating Pipe Whenever water is excluded from the interior of the pipe, ade- quate backfill shall be deposited on the pipe to prevent floating. Any pipe which has floated shall be removed from the trench and be relaid as directed by the Street Superintendent. G Unsuitable Conditions for Joining Pipe No pipe shall be laid in water, or when in the opinion of the Street Superintendent the trench condtions or the weather are unsuitable for such work. Section 2-10 SETTING .VALVES, VALVE BOXES, FITTINGS AND BLOW-OFFS : A General Gate valves and cast iron pipe fittings shall be set and jointed to the asbestos-cement pipe in accordance with the instructions in the pipe manufacturer's installation guide and in accordance with any instructions of the fitting manufacturers. B Valve Boxes and Valve Pits Valve boxes shall be firmly supported, and maintained centered and plumb over the wrench nut of the gate valve, with box one- quarter inch above the surface of the finished pavement or at such other level as may be directed. All geared valves and such other valves as may be designated shall be set in masonry valve pits with the wrench nuts readily accessible for operation through out the manhole opening. Pits shall be constructed in a manner that will permit minor valve repairs and to afford protection to the- pipe from impact where it passes through the pit walls . C Thrust Blocks Thrust blocks shall be applied at bends , valves and tees , and where changes in pipe diameter occur at reducers or in fittings . Thrust block bearing surfaces shall be calculated from the direc- tions and tables in the pipe manufacturer's installation .guide and any special directions of the Street Superindendent. Section 2-11 HYDROSTATIC TESTS : A Pipe to be Tested All pipe including the services shall be tested. This may be accomplished by testing the main line and the services at the same time. Or by testing the main line and then retesting after the services have been connected. The entire system need not be tested at the same time. Portions of any valved section may -be tested separately as permitted by the Street Superintendent. -24- B Pressure During Test Unless otherwise specified by the Street Superintendent , an average hydrostatic pressure of 150 pounds per square inch for a period of three hours shall be used in the following manner: The line shall be completely filled with water at least 24 hours before testing. The pressure shall be built up by means of a pump to 160 pounds per square inch. The pressure at the start and end of the test shall be 160 pounds per square inch. The pump, pipe connection and all necessary apparatus shall be furnished by the contractor. C Expelling Air Before Test Before applying the specified test pressure , all air shall be expelled from the pipe. To accomplish this , taps shall be made, ..if necessary, at points of highest elevation, and afterward tightly plugged. D Examination Under Pressure Any cracked or defective pipe , fittings , valves or hydrants discovered in consequence of this pressure test shall be removed and replaced by the . contractor with sound material. E Permissible Leakage ,No pipe installation will be accepted until the leakage .for individuAl -joints shall be . 020 gallons per joint, per 3 hours , per inch of pipe diameter at 150 pounds Der square inch. Tests shall be made only after completion of partial backfill. The pipe joints shall remain exposed until completion of- the hydro- static test. Test shall include all services to property line. Should any test of a section of pipe line disclose joint leakage greater than that permitted; the contractor etiall at his own ex- pense locate and repair the defective joints until the leakage is within permitted allowance. F Leakage Defined Leakage is defined as the quantity of water pumped into the section of pipe being tested to maintain the specified test pressure. Leakage shall be measured by pumping from a calibrated tank. Section 2-12 BACKFILL OF EXCAVATIONS: A Backfill Procedure at Pipe Zone Selected backfill material free from rock or boulders shall be deposited in. the trench simultaneously on both sides of the Dime for the full width of the trench and to an elevation of at least -25- 6 inches above the top of the barrels of the pine 8 inches or less in diameter, and not less than 6 inches above the horizontal center line of pipes with diameters 12 inches or larger, leaving the joints exposed for examination during the pressure test speci- fied. The backfill material shall be moistened if necessary, tamped in thin (about 4 inches) layers and thoroughly compacted under and on each side of the pipe to provide solid backing against the external surface of the pipe. B. Backfill Procedure above Pipe Zone ` Succeeding layers of backfill may contain coarse materials , and shall be compacted thoroughly by puddling with hose and long pipe nozzle, or by flooding the trench, or by tamping if the material does not puddle readily. It is important that proper precautions be taken to prevent floating of the pipe when flooding the trench, and the contractor shall be wholly responsible for neglect of these precautions . C Rock and Boulder Exclusion No rock or boulders shall be used in the backfill for at least one foot above the top of the pipe. and no stone larger than 4 inches in its greatest dimension shall be used in the backfilling. D Procedure when Settlement is Important Where it is important that the surface of the backfill be made safe for vehicular traffic, or where a permanent pavement is to be placed. The material shall be thoroughly compacted in accord- ante with the requirements of the Street Excavation Ordinance. E Deficiency of Backfill , by Whom Supplied Any deficiency in -the quantity of material for backfilling the trenches , .or for filling depressions caused -by settlement, shall be _supplied by the contractor. Section 2-13 CUTTING AND REPLACING STREET- SURFACESI CONCRETE, ETC. : Where the pipe trench is in a paved street or roadway the existing pavement shall be cut and trimmed to lines on either side of the trench to a width as described in Section 2-08 of these Special Pro- visions. Any loose or broken pavement or pavement which is under- mined, occurring outside of these limits shall be removed at the Con- tractor's expense. All broken pavement shall be removed from the site of the work and disposed of. All concrete curbs , gutters , driveways and sidewalks , drains , pipelines , sprinkler systems , canals or other facilities which are, broken into or damaged by the installation of the improvement shall he. reconstructed at the contractor' s expense, of the same - kind of yft.aterial as the original work. Curbs , gutters or sidewalks shall be -26- removed and replaced to the next joint beyond the excavation required by.. 6aid installation. All loose pieces and broken edges shall be re- moved before replacing any surface of cement work. Surplus pipe line materials , tools , temporary structures , . earth from excavationsi and debris �_shall be removed by the contractor and the job site shall be left clean and to 'the satisfaction of the Street Superintendent. Section 2-14 CHLORINATION ..OF COMPLETED PIPELINE: Before being placed in .service, all new water distribu- tion systems , or extension to existing systems , or any valved section of such extension or any replacement in the existing water distribu- tions system shall be chlorinated with Dry Hypochlorite or approved alternate method. A Dosage The minimum dosage of calcium. hypochlorite powder containing. 70% available chlorine shall be one pound for each 1,680 Gallons of water pipe capacity treated; chlorine-yielding compounds other than calcium hypochlorite powder may, on approval of the Street Superintendent , be used in amounts proportional to their available chlorine content. For any method used, the minimum residual chlorine content, after 24 hours , shall be 50 parts per million in all parts of the system. B Points of Application A. predetermined dose shall be shaken into the suction well, the standpipe or elevated .tank, or into the pipe at the first joint attached to the existing water pipe, and the dosage shall be re- peated at frequent predetermined intervals , preferable at each pipe joint as the pipe laying progresses, or as may be directed by the Street Superintendent. C Bacterial Analysis After lines have been flushed out, samples shall be taken of the water in the lines by the Orange County Health Department for a bacterial analysis , in accordance with A.W.W.A. Specifications . The contractor, at his expense, shall provide all necessary fittings for above sampling. D Chlorination Repeated if Necessary In the event that the bacterial analysis in the opinion of the Street Superintendent proves unsatisfactory, chlorination shall be repeated by employing acceptable alternative procedures until a satisfactory condition of the water within the pipe is established. The contractor will bear the expense of this second or subsequent Chlorination. -27- Section 2-15 SPECIAL QUALIFICATIONS; For the safety of the water supply of the City of Huntington Beach, it is imperative and essential that the City take no risk in awarding the contract to any contractor or person, that is not eminently qualified, through past performance in similar work and re- putation to accomplish the intent of the plans and specifications. -27a- SPECIAL PROVISIONS SECTION 3 CONSTRUCTION DETAILS-SEWER SYSTEM Section 3-01 EXCAVATION: A General The line and grade for the sewer line will be established by the Street Superintendent. Excavation of every description and of ,whatever substance encountered shall be made to. the depth and, grade shown on the plans. Care shall be taken to restrict all excavation to the lines and grades shown on the plans , with adequate allowance for clearance around concrete structures. Over excavations , due to contractor's negligence shall be refilled with well tamped sand and gravel at the contractor's expense. -Materials excavated in streets and roadways shall be laid alongside the trench and kept neatly piled so as to cause as little inconvenience as possible to public travel. Pavement re- movals including concrete, asphalt , or oil mix pavings shall be kept separated from dirt removals intended for backfill. All materials excavated from streets and roadways , not required for backfilling, shall be immediately removed and disposed of by the contractor. No surplus materials shall be dumped on private pro- perty unless written permission is obtained from the owner of the property. At street crossings or where exisiinf driveways occur in a street, the contractor shall make provisions for ditch-crossings . at these points , either by means of backfills or temporary bridges , as the Street Superintendent may direct. Free access must be provided to all fire hydrants , water gates , meters and private drives , and means shall be provided whereby all storm and waste water can flow in the Putters uninterrupted. All excavations shall be supported in the manner set forth in the rules , orders and regulations prescribed by the Industrial Accident Commission of the State of 'California. Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving, of the walls of the excavation. If extra excavation is ordered in writing by the Street Superintendent to obtain suitable foundation conditions for structures , such excavation and materials used to refill the excavation will be paid for at the contract unit price for aggregate base, which price shall include full compensa- tion for the excavation and disposal of the unsuitable material and for the furnishing and placing of aggregate base. -28- B Trenches Pipe trenches shall be sufficiently straight between, manholes to permit the pipe to be laid true to line in the approximate center of the trench. The trench width shall be such .as to pro- vide a free working space on each side of the pipe as laid, but the maximum allowable width for pipe trenches, measured at the crown of the pipe, shall be the outside diameter of the pipe, exclusive of the bell,- plus 16-inches , and such maximum allowable width of pipe trench is exceeded for any reason except as shown on the plans , or herein specified, or by the written direction of the Street Superintendent : The contractor, at his own expense for all material and labor,' imbed the pipe in Class B concrete as directed by the Street Superintendent. The minimum width of pipe trenches measured at the crown of the pipe shall be 12-inches greater than the exterior diameter of the pipe, exclusive of bell; and such minimum width shall be exclusive of all trench timbers. Unless otherwise shown on the plans or., specified herein, ex- cavations for the construction of pipelines shall be in open trenches: . Sides of trenches shall be kept as nearly vertical as possible. Except as shown on the plans , tunneling will be per- mitted only when necessary to lay pipe under existing structures and then only upon written permission of the Street Superintendent obtained in advance in each case. Where tunneling is permitted, unless otherwise shown on the plans and if the locations of exist- ing structures permit, open trenching between tunnels shall not .be less than 8-feet in length. No tunnel shall be less than one foot wider than the external diameter of the sewer pipe. Unless otherwise shown on the plans or herein specified, all 8-inch through 12-inch diameter pipe shall be placed directly upon. such foundation material as is encountered in the trench bottom. It is not anticipated that any unstable material will be encountered in the trench bottom, but wherever such material is encountered,. , it shall be removed to a depth to be determined by the Street Super- intendent and replaced with gravel, allowance for the cost of which shall be as above specified. 15-inch and 18-inch diameter pipe shall be laid on a foundation of 6-inches of No. 3 gravel. 21-inch pipe shall be laid on a foundation of 12-inches of No. 3 gravel. Compensation for this specified foundation shall be included in the unit price bid for the various diameters of pipe to be in- stalled. Pipe trenches shall not be excavated more than 300-feet in ad- vance of sewer pipe laying, nor left unfilled for more than 700- feet where . pipe has been laid,' except that greater distances may be permitted by the Street Superintendent. The material through which the trench is excavated shall be de- watered by means of a wellpoint system, or other pumping. facilities -29- acceptable to the Street Superintendent to a minimum depth below subgrade of 18-inches. The trenches and other excavations shall be kept entirely free of water while sewer pipe or concrete is being placed, and until the contrete or mortar has had its final set, or the pipe joints have been completed. Water shall be dis- posed of in such a manner as not to cause injury to public or private property, nor to be a menace to public health. C Excavation for Structures Excavation for all manholes and other structures shall be to the grades shown on the plans and shall be sufficient in size to leave at least 6-inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. Section 3-02 BACKFILL: A General All backfilling shall be done in such a manner as not to move or otherwise injure the pipeline or structures. All backfilling shall be made with suitable material which is clean and free from organic or other objectionable substances. Large rock fragments , stones , boulders , broken concrete pavement or oil - cake shall not be used. Backfill shall be compacted by water settling unless otherwise specified herein. B Pipe Trenching All field tests shall be successfully completed before any back- fill material is placed over the pipe joints. After this testing is completed, the trench shall be backfilled by hand to a minimum depth of one foot over the crown of the pipe with selected material free from lumps or organic matter, placed evenly around and over the pipe of 6-inch layers , and thoroughly compacted by flooding before addttional backfill is placed thereon. After this backfill is completed and compacted, the remainder of the backfill shall be made in accordance _with Section 19-3.06 , Method A. of the Standard Specifications . Whenever tunnelin.q is permitted, the space between the pipe and the undisturbed dirt shall be completely filled with sand. and gravel or other suitable materials thoroughly compacted. 'C' Structures No backfill shall be placed against or around concrete structures until the concrete has been inspected and approved by the Street Superintendent. Unless otherwise directed by the Street Superin- tendent, backfill adjacent to structures shall be compacted as specified in Paragraph B above. The Street Superintendent may , direct that backfill around structures be made in layers not ex- ceeding 8-inches in thickness. Each layer to be compacted by moistening and tamping by air or hand tools. Backfill adjacent to structures extending over ground level shall be brought to a point 6-inches above nominal grade next to the walls of such structures and shall be dressed with a slope away from the walls. -30- Section 3-03 PIPING AND STRUCTURES; A Scope of Mork The work covered by this section includes all of the pipe laying work, structures and appurtenant items in the sewer system of the project. B. Materials 1. General - All materials entering into this construction s a_ 1 e' in accordance with the requirements as herein specified. 2 . Concrete - All concrete work shall be done in accordance with Section 51 and 90 of the Standard Specifications. Concrete for manhole bases and thrust blocks shall be C1ass. A concrete as outlined in above mentioned Section 51. 3. Mortar - Cement and sand for mortar shall be as specified in Section 51 and 90 of the Standard Specifications. Mortar for sealing precast manholes or plastering shall consist of one part by volume of cement and two- and on-half parts by volume of fine aggregate. The mortar shall be mixed in a suitable mixer or in a watertight mixing box. The materials must be thoroughly mixed dry until the mass assumes a uniform color and then sufficient water added to gi'Ve the mixture a proper con- sistency. No mortar which has begun to set shall be used, and no retempering of mortar will be permitted. 4. Vitrified Clay Pipe - Vitrified clay pipe shall be first quality, durable, vitrified, sound, extra strength pipe, consisting of well-burned clay throughout its entire thickness , and must give a clear, metallic ring when struck with a hammer. Pipe may- be either salt-glazed or unglazed. If salt-glazed pipe is furnished or required the pipe must be smooth, and the interior surfaces must be thoroughly glazed. All pipe, except as herein provided, shall be socket pipe. Pipe ends shall be square with the longitudinal axis and sockets shall be true, circular, and concentric with the bore of the pipe. Pipe shall be scarified on the inside of the socket over its entire depth, andon the outside of the spigot for a corresponding depth. This scarification shall be approximately at right angles to the axis of the pipe. The length of sections of straight pipe , wyes and tees (of all sizes_) , .exclusive of socket depth, shall be not less than 5 feet , except that for special purposes , shorter length may be furnished. -31- Wyes , tees , bends , and all special shapes shall satisfy the same strength requirements as those for the pipe to which they are joined. Branches shall be furnished with the connection or connections of the sizes shown on the plans , securely and completely fastened to the barrel of the pipe in the process ,of manufacture. This shall be accomplished by fusion during vitrification in the -case of salt-glazed vitrified clay pipe of any size, and in the case of unglazed vitrified clay pipe, 18-inches or less in diameter. In the case of unglazed vitrified clay pipe 21-inches or more in diameter, fusion during vitrification will not be required. However, in addition to other fast- ening materials of unit strength equal to the unit strength of the material of the pipe; there shall be a reinforcing collar of cement mortar around. the outside of the joint and there shall be no exposure of cement mortar on the interior surface of the pipe. Tee branches shall have their axis perpendicular to the longitudinal axis of the pipe. Wye branches shall have their axis approxiattely 450 (unless otherwise specified on. .the plans) to the longitudinal axis of the pipe, measured from the socket end. . All branches shall terminate in sockets and the barrel of the branch shall be of sufficient length to permit making a proper joint when the connecting pipe is inserted in the branch socket. A stopper consisting of a disk of the same material as the pipe, 3/4 inch thick and fitting snugly into the socket of the pipe branch, shall be furnished with each wye or tee branch. Dimensions and permissible' variations of dimensions of all vitrified clay pipe and fittings shall conform to the. standards of the Natiofial _Clay Pipe Institute Ojestern .Div.-) Before being used in any work covered by these specifica- tions , pipe shall be sujected to and shall meet the require- ments of the following hydrostatic pressure tests and loading tests : The hydrostatic pressure test shall precede the loading test by not less than 1 hour or more than 3 hours , and _ shall be applied to all specimens received for test 4,n each size and class of pipei i4hen subjected to an in- ternal hydrostatic pressure of 10 pounds per square inch for 7 minutes , the accumulated- moisture on the exterior surface of the pipe shall not. run down the sides in such quantity that it will exceed ten milliliters. The loading test shall be a three edge bearing test or sand bearing test conforming to A.S.T.M. Standard Specifications C-13 35 , Clay Sewer Pipe." , with all subsequent amendments thereto. All pipe , fittings and specials shall be clearly marked with the name of the manufacturer, or with a trade mark of a size and -type which shall be filed with the Street -32- Superintendent. The manufacturer shall stamp or paint clearly on each pipe or section a mark indicating the class of pipe. 5. Joints for Vitrified Pipe - Factory applied compression joints shall e used and they shall conform to specifica- tions set forth herein. Compression joints , shall be of an approved type of interlocking, resilient, mechanical compression joints , formed on the pipe at the factory, and made to meet the specifications and approval of the National Clay Pipe Research Corp. The joints to be employed shall be Wedge-Lock, manufactured by Pacific Clay Products , or approved equal. Handling and installing of compression joint pipe shall be in strict accordance with manufacture's directions. 6. Precast Concrete Manhole Sections - Precast concrete man- oles where called for on the plans shall be installed in accordance with the details and at the locations shown on the plans in accordance with the specifications listed here- in; with the Huntington Beach Standard Drawings , and with the specifications of the County Sanitation Districts of Orange County, where applicable. All precast concrete rhand ibles 'shall be of design conforming with the Standard 48-inch inside diameter. Manholes shall be straight sided .or eccentric cone as manufactured by Associated Concrete Products Inc. or approved equal. Manhole bases and installation shall be constructed in accordance with the details on the plans and specifications contained herein. Manhole walls interior and exterior including pipe entrances and exits shall be plastered where necessary after in- stallation to obtain a smooth, uniform and watertight surface throughout the structure. 7. Castings - All castings for manhole heads , frames , covers and r purposes shall be of tough gray iron, free from cracks , holes , swells and cold shuts , of workmanlike finish, and made in reasonable agreement with the details shown on the plans. All _casti.ngs• shal.1 meet the require- -ments-- of- Class. No. 30 of the A.S.T.M. Standard Specifica- tions , A48-48 , Gray Iron Castings , with any subsequent admendments thereto. Before leaving the foundry., all castings shall be thoroughly cleaned and subjected to a hammer inspection, after which they shall be painted with at least one coat of bitumin9us paint.. The manhole covers and frames shall be Model A-1170- -33- Standard Sewer or Storm Drain Manhole Head manufactured by Alhambra Foundry Company Ltd. Manhole covers shall have raised block-tread design with a 1-1/4" x 1-1/34" slot and a minimum of one inch diameter hole for lifting and vent purposes. 8. Ste s and Ladders for Underground Structures - Steps and ladders- for manrioles , junction- chambers , flushing manholes , and other underground structures shall be made of 3/4" round galvanized iron bars. Steps shall be 14-inches wide _ and the rungs of the steps shall be 4-inches from the face of the masonry of .the manhole or other structure. Steps shall be placed at intervals of 16-inches with the last step not more than 24-inches from the bottom of the manhole or other structure and the top step placed immediately under the manhole cover frame. They shall be firmly anchored into the wall of the manhole or other structure in which they 'are placed. Section 3;_04: PPE LAYING: A. General . All pipe shall be laid without break, upgrade from structure to structure, with the socket end of the pipe upgrade. Pipe shall be laid true to line and grade , with a uniform bearing under the full length of the barrel of the pipe and suitable excavations shall be made to receive the bell of the pipe. Where any portion of the sewer is located within 10 feet of any trees , the removal bf which is not included .in A a conirdcts the joints of the pipe shall be entirely encased in 4iiriche5 of Class B Concrete, but no additional 'compensation for the placing of such concrete will be allowed. Walking on, moving,.. or otherwise injuring the pipeline in any manner after the joints have been made will not be permitted. B. Pipe Laying and Jointing Before any pipe is placed, . the subgrade shall be prepared in conformance. with Section 2-08-C. All adjustments to line and grade must be made by scraping or filling the earth under the line of the pipe, and in no case by wedging or blocking up the bells . All pipe shall be carefully cleaned, and any lumps or projections on the the faces of the spigot ends or shoulders shall be cut away before the pipe is lowered into the trench. The faces of the spigot ends and of . the shoulders shall be brought into fair contact , and the pieces shall be fitted together and matched in laying so that there will be no uneveness along the lower inside half of the pipe. Nlhen ever the work ceases for any reason, the end of the sewer shall be closed with a tight fitting plug or cover. The interior of the sewer shall . be kept free from dirt and foreign materials as the work progresses , and. left clean at its completion. -34- Section 3-05 MANHOLES, JUNCTION CHAMBERS: r These structures shall be built of precast concrete sections , as- shown on the plans.. They shall. be built into the sewer at the places .'afd to the line, dimensions and grades shown on the plans , and shall conform in size, shape, and to the details shown, and in ac- cordance with these specifications . Pipe branches to lateral sewers shall be built into -the structures where shown on the plans , with the outer ends to- be closed -as. specifie.d. In laying pipe up to structures , no pipe shall be allowed to project beyond the inside of the walls of the structures, and in no case shall the bell of the pipe be built into the wall of the structure. The invert channel shall be smooth and accurately shaped to 'a semi-circular bottom conforming with the inside of the adjacent sewer sect.ioris ; or manhole inverts may be constructed by .laying full section sewer pipe straight. .through the manholes and breaking out the top half after the base is constructed. Changes in sizes and grades,_ shall be' made gradually and evenly. . Changes in. the directoi► of the sewer and entering branch or branches shall have a true curve of as large a radius as the size of the manhole will permit. Section M6 TEST FOR LEAKAGE: Unless excessive ground water is encountered, each section of sewer between two successive structures shall be tested for leakage by .closing the lower end of the sewer to be tested and the inlet sewer of the upper structure with stoppers , and filling the pipe and structure with water to a point 4 feet above the invert of the open sewer in the upper structure. Test for leakage shall be conducted after the pipeline has been backfilled to a point one foot above the crown of the pipe as specified herein and before the balance of the backfill has been placed.. The allowable leakage will be computed by the formula: D = 0 .0004 X L X -V-H D - is the allowable drop in feet per minute in height of the water in the upper structure L - is the length in feet of the sewer tested, not includ- ing the length of house connections entering the sections being tested. . H - is the difference in elevation, in feet between the the invert of the closed sewer in the lower structure , and the surface of the water in the upper structure, orthe head of water on the invert at closed end of sewer. If the leakage, as shown by the. tests , is greater than allowed by the formula, the pipe shall be overhauled, and relaid if -35- necessary, until the joints shall hold satisfactorily under this test. Section : 3-07 CLEANING PIPELINE: After the pipeline- has been tested for leakage and ha6 been approved by the Street Superintendent, all pipelines and all structures shall be completely flushed and cleaned of all loose mud,. cement, and any other loose or objectionable material. The pipeline flushing work shall be done with a Wayne Sewer Ball of proper size and- shall be done in accordance with the manufactures recommendations and to the satisfaction of the Street Superintendent. -36- SPECIAL PROVISIONS SECTION 4 CONSTRUCTION DETAILS-STREETS Section 4-01 CLEARING, GRUBBING AND RELOCATING CONFLICTING OBSTRUCTIONS: Clearing and scrubbing shall consist of removing all object- - tionable material and relocating conflictinq obstructions from the right of way. Such work shall be done in accordance with Sections 16-1.01 to 1. 04 of the Standard Specifications. Section 4-02 WATERING: Watering shall consist of furnishing and applying all water required for the compacting of original ground, embankment material base material and for laying dust caused by grading operations and shall be done in accordance with Sections 10-1.01, and 17-1. 02 of the Standard Specifications and shall include the development of the water supply. The contractor shall make arrangements with the Huntington Beach Water Department for locations to get constructinn water. Payment for- water and the method for measurement must be arranged for prior to taking any water from the Huntington Beach system. Any fire hydrants used for service must be supplied with an approved Eddy . Valve and in- spected by the Water Department before actual use. Final acceptance of the project will be held up until the Street Superintendent has confirm- ation from the Water Superintendent that the contractor has made payment for all water supplied from the City Sy stem. Section 4-03 ASPHALT CONCRETE PAVEMENT REMOVAL: Asphalt concrete n avement removal , as indicated on the plans , shall be removed from the job site and disposed of in accordance with Section 15 and 7-1. 13 of the Standard Specifications. Removals which occur adjacent to pavements which are to remain in n lace, shall be performed to a neatly trimmed saw-cut edge. The contractor will be allowed to elect a two step process ; first by making an initial rough " cut by machinery or pavement breakers ; second by performing the saw cutting immediately prior to laying down the planned asphalt concrete work. Section 4-04 EXCAVATION AND SUBIRADE PREPARATION: The Rrading shall be done in accordance with Section 19 of the Standard Specifications. The entire irea to be raved shall be Drenared in accordance .with the provisions for Class "A" sub7rade of Section 21 of the Standard Sneci"ication's. 3 7- Payment for excavation, grading, subgrade preparation, removal and disposal of excess materials and obstructions will be on a cubic yard basis. Payment shall include full compensation for furnish- ing all labor, materials , tools , equipment and doing all work involved in grading, removal of obstructions , including removal of trees , shrubs , fences , pipes , berm; curbs , gutters , existing pavement, structures , etc. , and .preparing the subgrade as above specified, including watering, re- moving and resetting mail boxes , excavation and compacted fill. Section 4-05 AGGREGATE BASE: _ Class 3 aggregate base shall conform to the provisions for Class 2 aggregate base 1-1/2 inch maximum as specified .iri Section 26 of the Standard Specifications and these Special Provisions-. At least 65% , by weight, of the material retained on the N60 "4 sieve shall have at least one fractured face as determined by Test- Method No. California 205. Class 1 aggregate base 3/4 inch maximum size, conforming to the requirements of Section 26-1. 02A of the Standard Specifications may be substituted for .Class 3 aggregate base as specified above. The R•-Value requirement will not be waived as provided in Section 26-1.02.B of the Standard Specifications. The provisions of Section 26-1.035 of the Standard Speci- fications are superseded by the following! At the .time aggregate base if spread, it may have a moisture content sufficient to obtain- the required compaction. Such moisture shall be uniformly dis- tributed throughout the material. Section 4-06 PRIME COAT: Prime coat shall consist of furnishing and applying a prime coat of liquid asphalt to the surface of the aggregate base , and shall be done in accordance with Section 39 of the Standard Specifica- tions. The material placed shall be liquid asphalt of Grade MC-250 , and shall be applied at the rate of 0 . 20 gallon per square yard or as directed by the Street Superintendent. Section 4-07 PAINT BINDER: Paint binder shall consist of furnishing and applying a paint binder of asphaltic emulsion to the surface of all existing pave- ment to be resurfaced, to all vertical surfaces of existing pavement and constructing joints , and to the surface of the first course of asphaltic concrete to be placed under this contract. In the event both lifts of asphalt concrete are placed on the same day, then that area will not require the application of paint binder to the new surface of the first course. All applications of paint binder shall be placed in accordance with Section 39 of the Standard Specifications. The material. -38- placed shall be the mixing type emulsion. The bituminous base for the emulsion shall be paving asphalt of grade 60-70 and shall be applied at the rate of 0 .10 gallon per square yard or as directed by the Street Superintendent. Section 4-08 ASPHALT CONCRETE: Asphalt concrete work shall consist of furnishing, spread- ing and compacting asphalt concrete in conformance with the lines , grades , and dimensions shown on the plans. All work shall be done in accordance with Section 39 of the Standard Specifications. The material placed shall be Type B asphalt concrete using paving asphalt of 85-100 penetration as a binder. in conformance with Section 92 of the Standard Specifications. All three and four inch thickness asphalt concrete shall be laid in two course of equal layers. The aggregate grading for the travel lane asphalt concrete shall be 3/4 inch maximum, medium. Section 4-09 SEAL COAT: Seal- coat work shall consist of furnishing and applying a seal coat of bituminous binder without screenings and shall be applied in accordance with Section 37 and 39 of the Standard Specifications. The material placed shall be a mixing type emulsion of Grade SS-1, and shall be applied at the rate of 0. 10 gallon per square yard or as .directed by the Street Spperintendent. Section 4-10 FINISHING ROADWAY: -Finishing roadway work shall consist -of final cleanup of the job of all rubbish, excess materials , temporary structures , and equipment and other similar cleanup or grading work. All' shall be done in accordance with Section 22 of the Standard Specifications. Section_ 4-11 WATER VALVES TO BE ADJUSTED TO GRADE: Water valves to be adjusted to grade shall consist of tying out the valves , removing and storing the frames , covers and cans until the asphalt paving is completed. After the asphalt concrete paving is completed, and prior to the seal coat application, the valves shall be relocated, brought to grade using as small and neat an excava- tion as possible, patching the remaining void with the same mix of asphalt concrete as specified for the street surface replacements. The water valves to be installed under this contract shall be brought to grade as specified above , however, payment shall be included in. -the cost of either the valve , main, .or system to which they are appurtenant. Section 4-12 TRAFFIC CONTROL: The work shall consist of providing for, and maintaining provisions for public traffic through the construction area at all times -39- and such provisions .sha�l -be in accordance with Sections 4-1. 049 7-1. 09 , 7-1.095 - and 7=1.12 of .the Standard Specifications with exceptions of the payment provsions. All construction signing, shall be in accordance with Section 7-:1- 09. of the Standard Specifications which refer to the current ' Manual of Warning Signs ,. Lights , and Dev-'ices for use in. performance of work upon Highways • issued by the Department of Public Works , Division of Highways , State of California:. Section 4-13 CONCRETE. CURBS , CURB AND GUTTER AND CROSS GUTTER: Concrete cross gutters , combination curbs and gutters and curbs shall conform with the requirements of Section 73 of the Standard Specifications. All concrete shall be Class "A" . Payment for combination curb and putters and curbs will be per linear foot, and payment for cross gutters will be per square foot, which price shall include full compensation for furnishing all labor, materials , tools , equipment, and doing all work involved in excavation and backfill, preparing subgrade and constructing curbs , combination curbs .and gutters and cross gutters . -40. SPECIAL PROVISIONS SECTION 5 PAYi SENT Section 5-01 nENERAL: Payment for the furnishing of all labor, material, and equipment necessary to perform the work indicated on the improvement drawings. and specified herein shall be made in accordance with the following: A. Payment for the following items of work shall be included in the unit price bid for the various items of work listed on the proposal and no additional compensation will be allowed. 1. Watering 2. Paint binder 3. Finishing roadway 4. Water valve adjustment to grade 5. Traffic control 6. Pressure test 7. Chlorination and bacterial test. B. Asphalt concrete pavement removal shall be paid for at the contract unit price bid per square foot. C. Excavation shall be paid for at the contract unit price bid per- cubic yard. D. Clearing, grubbing and relocating, conflicting obstructions shall be paid for at the contract unit bid price per lump sum. v E.. Compaction shall be paid for at the contract unit bid price per square foot of surface area of the excavation and shall in- clude full compensation for compacting the excavation in layers as .required. F. Aggregate base shall be paid -for at the contract unit price bid per ton. G. Aspha,-Lt concrete shall be paid for at the contract unit price bid per ton. -41- H. Prime coat shall be paid for at the contract unit price bid per ton. I. Seal coat shall be paid for at the contract unit price bid per ton. J, Payment for A.C. mains shall be made at the contract unit price bid per linear foot of the diameters listed on the proposal and shall include full compensation for all work herein specified. K. Payment for fire hydrants shall be at the contract unit price bid for each hydrant and shall include full compensation for R the complete assembly as indicated on the Huntinton Beach Standard Drawings . L. Payment for valves , fittings , thrust blocks , and all other appurtenances shall be included in the unit prices bid for the various items of work listed on the proposal and no additional compensation will be allowed. M. Payment for clay sewer pipe shall be made at the contract unit bid price per linear foot of the diameters listed on the pro- posal and shall include full compensation for all work herein specified. N. Payment for sewer manholes and lamnholes shall be made at the contract unit bid price per each and shall include full com- pensation for all work herein specified. 0. Asphalt concrete berm, concrete curb and gutter and con- crete curb only shall be paid for at the contract unit price per linear foot. P. Fence relocation shall be paid for at the contract unit bid price per linear foot. Q. Concrete cross gutter shall be paid for at the contract unit bid price per square foot. -42- i T l � t� Otmumew* amok rob 0 13 619 I i Robert K. Wong, owne;� Lot 5&6, Block 212, Tract349 f, ,s, tatar.arm omwr dom, s 4v. v$ to cs; 3t to I o hundred pevaeato i alsmm of both vmtw, =4 eemv Qnd gaa the but A4 w4do Utoa avAamwt at vaw Tw or nov m the $t " = i W of six bxdnd 60uawo a Pzv IDr im''t? WRime by rotum rmU *` for or , .. That. ymt vhn P*74 EVWAa9tM ae2dho CAW, 92647 e //Yl yf '011) IVA Robert K. 4ong, ownek Lot 5&6, Block 212, Tract349 "he City t,.,f runtinat-an 1"'a"Ch is Putting wat4r aad air dom 14reavt 4to Vda spring; It i a booz veq Oro and subserl""'04 09 Vae mald4mtso tm Are St'* aro dew, f-pirou ter opA eawr nad teal the bt-st z1am to Wken tie AyovAivo-ent Is lei ';,�e tma* V- 1vTzvOV,;- a oo, twiftat of "raur uvulo Z4 vat o e0i n,I �pzt--n or mm, au t1w -mmwo Alvt-, -aA vtg-1,14 cnet ft thm Vle!,Atr f i "Iror d0111alty , oitt oen--m"x mmpAMf *11m, txamln o he -Aty • " Atgov ,�; a lea-,�e I*.41wtt a by mtum mall U, Co 1,a n Orn TOT IC E OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $, , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the .district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of -concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue -to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a Vint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work; The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a Vint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation -of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $1231210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear. feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce. Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the .district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15 ,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you- or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE ; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the •following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center_ line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the .district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, .in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the •following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the •following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ 31 Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the •following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street. The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt. concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and. gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work .and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the .district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSHENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the •following described work: The construction and installation of concrete curb and. gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a Vint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described .work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the .district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number31 ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the centerline of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the 'following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and ,in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated, and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605.50. A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7:30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911 , Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7: 30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California, and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P.M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911 , Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7:30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California I .s LAW OFFICES OF G A N A H L & GANAHL 1011 VICTORIA AVENUE JOHN T. GANAHL POST OFFICE BOX 666 ALPHONSE E. GANAHL OF COUNSEL CORONA,CALIFORNIA 91720 (714)737-3665 October 14, 1969 Mr . Paul C. Jones City Clerk P.O.Box 190 Huntington Beach, California 92648 Attention: Ernestina DiFabio, Deputy Clerk Re: Assessment District No. 6803 Huntington Beach, California Dear Paul: At Mr . 'Wheeler's request , enclosed herewith the following resolutions , all for consideration by the City Council at its meeting of October 20, 1969: �46` 'Resolution Appointing Engineer of Work 3 44� Resolution Appointing Attorney doe) Resolution Designating Newspaper COO, Resolution Fixing Liquidated Damages ,.Resolution Ordering plans , specifications , diagram, and estimate of cost c34,4,3 Resolution Declaring General Nature of Work, and Ordering Investigation Report Resolution Approving Investigation Report (with date.. of the hearing thereon to be December 15, 1969) . Mr , Stevens has filed the Investigation Report with you. The resolution number to be inserted .in the title of the Investiga- tion Report , in the last sentence of Paragraph 1 , and in Paragraph 9, is the number you assign to the Resolution Declaring the General Nature of the Work and Ordering the Investigation Report . A certi- fied copy of this resolution should be attached to the Investigation Report as Exhibit "C" . I would appreciate your advice as to the action of the City Council upon the various resolutions . Sincerely yours , / v 64tLc J TG:K (ji OHN 1.1. GAiiLV cc: City Attorney . Director of Public Works � .1 DONALD E. STEVENS, INC. CIVIL ENGINEER 116 EAST 18TH STREET COSTA MESA. CALIFORNIA 92627 (714) 646-8918 October 8, 1969 Mr. Paul C. Jones , City Clerk City of Huntington Beach Huntington Beach, California Dear Mr. Jones : We are transmitting herewith one (1) copy of the Engineer's Report for Assessment District No. 6803 for approval by the council. The number of the Resolution ordering the work must be entered in the space provided in the title. The number of the Resolution establishing the District must be entered in the space provided in the para- graphs no. 1 and no. 9.. A copy of the Resolution establishing the district must be attached to the report as stated in paragraph no. 9. Upon approval of the report by the council, the certification on sheet no. 4 and "Exhibit A" should be executed by you and filed in your office. As per your request we are enclosing three (3) sets of gummed labels. Very truly yours , e/ a/45� D.E.STEVENS des:m Encls. c.c. to James R. Wheeler, City Engineer - LAW OFFICE_ 01' - GANAH L & GA `V AH L 1011 VICTOR-A AVENUE POST OFFICE BOX 666 JOFIN T. GANAHL OF C y<<-L CORONA,CALIFORNIA 91720 (714)737-3665 October 24 , 1969" ;, The Huntington Beach News. P .O.Box 31- Huntington Beach, California Re: Assessment District No. 6803 Huntington Beach, California Gentlemen: Enclosed herewith copy of the resolution of intention in this assessment district that I- anticipate the City Council will adopt at its meeting of November 3 , 1969 . Would YOU please determine the number assigned to the resolution and the' vote of the City Council thereon after the City :Council meeting . of November 3rd , and then publish on November 13 and November 20, 1969 . Also enclosed a copy of the notice inviting sealed bids , also for publication on November 13 and November 20 , 1969 . Would you please send me a copy of the a fidavit of publication as to each document upon, completion thereof . Would you also please send me a galley proof of each document for review prior to publication. The City Clerk. will require 30 galley proofs .of this resolution of .intention not later than Thursday, November 1-3 , 1969 . The City Clerk will also require 20 copies of the resolution of intention in placard form, headed with the title NOTICE OF IMPROVE- MENT , each letter of each word of which title must be at least one inch in height . These should be delivered to. the Citv Clerk' s office not later than November 24, 196.9 , Sincerely yours , JTG:K 7 -IN T . GANAHL "/." Enc l cc: ty erk Director of Public ;:or1,s Affidavit of Publication (Published Huntington ' Beach News Nov. 13, Nov. 20, 1969) NOTICE INVITING SEALED BIDS ASSESSMENT DISTRICT NO. 6803 State of California 'HUNTINGTON BEACH, CALIFORNIA County of Orange ss NOTICE'`'IS HEREBY GIVEN that the City of Huntington Beach City Council•of,'the City of Huntington, J. S. Farquhar, being duly Sworn on oath, says: That he is a Beach, California hereby invites.sealed citizen of the United States, over the age of twenty-one years, bids and proposals for the'improvement of the streets and rights of way in That he is the printer and publisher of the Huntington Beach Assessment District No. 6803 in the City News, a weekly newspaper of general circulation printed and pub- of Huntington'Beach, California, as des- cribed071 lished in Huntington Beach California and circulated in the said of a in Resolution of Intention No. bee g � of said City Council adopted November County of Orange and elsewhere and published for the dissemination 3, 1969, to .which reference is hereby of local and other news of a general character, and has a bona fide made for a description of said work and subscription list of paying subscribers, and said paper has been improvement, the grade to which it is,to be done, the district to be assessed to, established, printed and published in the State of California, and pay the cost and expenses thereof; the County of Orange, for at least one year next before the publication bonds to be issued, and for all further of the first insertion of this notice; and the said newspaper is not oarticutars therein contained. Reference % devoted to the interest of, or published for the entertainment of any is hereby further made to the. plans-and specifications and.detailed drawings'for particular class, profession, trade, calling, race or denomination, or said,work. and' improvement on file .in any number thereof, the office,of the City Clerk of said City ton Beach News was adjudicated a legal newspaper of Huntington beach, in accordance with The Huntington J gwhich said work shall be done. of general circulation by Judge G. K. Scovel in the Superior Court NOTICE IS FURTHER GIVEN-that said.. of Orange County, California August 27th, 1937 by order No. A-5931. City 'Council Ihas heretofore determined the prevailing rate of per diem wages NOTICE INVITING SEALED BIDS for the.doing of Said pork, which said That the scale of wages is contained in.the sched- ule thereof set:forth in Resolution No. 0 3020 adopted .July 7, 1969 and on file in ASSESSMENT DISTRICT No. 6803 the office of the City.Clerk of said City of Huntington Beach. i of which the annexed is a printed copy, was published in said news- NOTICE IS FURTHER GIVEN that there are not now,any estimated costs for the acquisition of easements and rights of paper at least Two Issues way required in this improvement'dis- trict. I All proposals or bids shall be 6ccoln-1 commencing from the 13th day of November oanied by'cash, a cashier's check, or a edified'check payable to said City of Huntington Beach, for an amount which 19 69, and ending on the 20th day of November shall be not less than ten percent (10%) �' Y of(the aggregate of the proposal, or,'by bond for that amount and so payable, ned' by'the 'bidder and two sureties, 19 69, both days inclusive, and as often during said period and �who shall justify before any officer com- times of ublication.as said paper was regularly issued and.in the �•petent-to administer an oath, a double p p p � y � that amount, and over and above .all regular and entire issue of said newspaper proper, and not in a statutory exemptions, or by a corporate supplement, and said notice was published therein on the following surety bond to the satisfaction and ap- dates, to-wit: Oroval of Said City of Huntington Beach. Said seated bids or-proposals shall be November 13 November 2� 1969 of delivered to the CityClerk of said City , f of Huntington Beach on or Before Mon- day, the-15th*day of December, 1969 at the hour of•9:00 o'clock A.M. of said day .3t the office.of said City Clerk, City Hall, Huntington Beach, California. Said sealed proposals or bids shall be opened, examined and'declared by the City'Clerk. the City Attorney, and the Director of Publisher Public Works of said City of Huntington Beach•at a public. meeting -call6d for Subscribed and sworn to before me this �� day of that purpose by said City Clerk, City Attorney, and Director of 'Public Works n the.City.Hall, Huntington Beach, Cali- fornia at 9:00 o'clock A.M. on Monday,,- 19�2. ;he 15th day of December,-1969, and the results of said- bidding will be reported 'o the City Council of said City of Hunt- way o� Notary Public ington Beach. at its regular meeting to Orange County, California be held on .Monday; the 15th day of December, 1969. at the hour of 7:30 o clock.P.M..in.4e.council chambers in the City Hall of said City of Huntington Beachi and shall be acted upon by said THOMAS D. WYLLIE •icy Council at their said regular meeting of December 15, 1969. NOTARY PUBLIC • CALIFORNIA Said City Council reserves the"right PRINCIPAL OFFICE IN to reject any and all bids and proposals ORANGE COUNTY should ittdeem this for the public good. and also the bid of any bidder who has peen delinquent or unfaithful in any' My Commission Expires ,Sept. 12, I97O ngton contract with said City of Hunt- . Beach. DATED: November 13, 1969. I PAUL C. JONES City Clerk of the City of Huntington Beach, California City of Huntington Beach County of Orange State of California Af fidavitof Publication of J. S. FARQUHAR Publisher Huntington Beach News Filed Clerk By Deputy Clerk NOTICE INVITING SEALED BIDS ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California hereby invites sealed bids and pro- posals for the improvement of the streets and rights of way in Assessment District No. 6803 in the City of Huntington Beach, Calif- ornia , as described in Resolution of Intention No. 7/_of said City Council adopted November 3 , 1969 , to which reference is hereby made for a description of said work and improvement , the grade to which it is to be done, the district to be assessed to pay the cost and expenses thereof, the bonds to be issued , and for all further particulars therein contained. Reference is hereby further made to the plans and specifications and detailed drawings for said work and improvement on file in the office of the City Clerk of said City of Huntington Beach, in accordance with which said work shall be done . NOTICE IS FURTHER GIVEN that said City Council has hereto- fore determined the prevailing rate of per diem wages for the doing of said work, which said scale of wages is contained in the schedule thereof set forth in Resolution No. 3020 adopted July 7 , 1969 and on file in the office of the City Clerk of said City of Huntington Beach. NOTICE IS FURTHER GIVEN that there are not now any esti- mated costs for the acquisition of easements and rights of way re- quired in this improvement district . All proposals or bids shall be accompanied by cash, a cashier' s check, or a certified check payable to said City of Huntington Beach,. for an amount which shall be not less than ten -1- percent (10%) of the aggregate of the proposal , or by a bond for that amount and so payable, signed by the bidder and two sureties , who shall justify before any officer competent to administer an oath, in double that amount , and over and above all statutory exemptions, or by a corporate surety bond to the satisfaction and approval of said City of Huntington Beach. Said sealed bids or proposals shall be delivered to the City Clerk of said City of Huntington Beach on or before Monday, the 15th day of December, 1969 at the hour of 9: 00 o'clock A.M. of said day at the office of said City Clerk, City Hall , Huntington Beach, California. Said sealed proposals or bids shall be opened, examined and declared by the City Clerk, the City Attorney, and the Director of Public Works of said City of Huntington Beach at a public meeting called for that purpose by said City Clerk, City Attorney, and Director of Public Works in the City Hall , Huntington Beach, California at 9: 00 o'clock A.M. on Monday, the 15th day of December, 1969 , and the results of said bidding will be reported to the City Council of said City of Huntington Beach at its regular meeting to be held on Monday, the 15th day of December, 1969 at the hour of 7:30 o'clock P.M. in the council chambers in the City Hall of said City of Huntington Beach, and shall be acted upon by said City Council at their said regular meeting of December 15, 1969. Said City Council reserves the right to reject any and all bids and proposals should it deem this for the public good , and also the bid of any bidder who has been delinquent or unfaithful in any former contract with said City of Huntington Beach. DATED: November 13 , 1969 . PAUL C. J ONES City Clerk of the City of Huntington Beach, California -s� '9p J� City of Huntington Beach P.O. BOX 190 CALIFORNIA 92648 ENGINEERING DEPARTMENT December 15, 1969 1 Honorable Mayor and City Council City of Huntington Beach Attention: Doyle Miller City Administrator Subject: Assessment District 6803, Green Street, Bolsa Chica Street, and Peirce Improvements Gentlemen: Bids for the subject project were received this morning and have been reviewed and found to be in order. The engineers construction esti- mate for the project was $131,858.88 and the summary of the bids received is as follows: Sully Miller. . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .$127,503.50 Coxco. . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .$136,753.39 Javelin Construction.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$142,940.30 The bids, apparently, would be satisfactory, however we have in hand protests from six property owners whose property constitutes 52.9% of the district area; and pursuant to the provisions of the Special Assessment, Investigation, Limitation, and Majority Protest Act of 1931, your Honorable Body has lost jurisdiction. Therefore, upon'advi�e of the appointed counsel for the district, it is recommended that your Honorable Body declare a majority protest to exist and order a resolution abandoning the proceedings to be prepared and submitted for adoption at the meeting of January 5, 1970. truly yours, ames R. Wheeler Director of Public Works JRW:DWK:mp cc: John Ganahl Don Stevens I City Attorney (Published H2Ontii 69o�n Beach . NewsAffidavit of Publication F1�eSOLUTION OF INTENTION N0. 3071 ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA State of California ' 11 I The City Council of the City of Hunt- County of Orange } sS ington Beach, California, in regular ses- City of Huntington Beach J sion assembled, does hereby resolve and J. S. Farquhar, being dulysworn on oath, says: That he is al determine as follows: Y I SECTION 1: The -public interest and citizen of the United States, over the age of twenty-one years. convenience require, and it is the inten- That he is the printer and publisher of the Huntington Beach I tion- of said City Council to order the' News, a weeklynewspaper of eneral circulation rinted and - following work to be done and improve- g p pub- i ments to be matte in Assessment District lished in Huntington Beach, California and circulated in the said No. 6803 in said City of Huntington County of Orange and elsewhere and published for the dissemination j Beach, CaliforniA, to Wit. general character, and has a bona fide -The construction and installation of of local and other news of a g concrete.curb and gutter, concrete.cross subscription list of paying subscribers, and said paper has been i 'gutters and aprons, asphalt concrete established, printed and published in the State of California, and pavement over aggregate base material, County of Orange, for at least one year next before the publication the removal of all obstacles in the line of work,•all together with appurtenances of the first insertion of this notice; and the said newspaper is not i and appurtenant work, in: devoted to the interest of, or published for the entertainment of any 1. GREEN STREET from a point in its particular class, profession, trade, calling, race or denomination, or intersection with Warner*Avenue 24 feet any number thereof, ! North of the center line of Warner Ave- j nue-to its intersection with the Northerly The Huntington Beach News was adjudicated a legal newspaper right of way line of Pearce Street. of general circulation by Judge G. K. Scovel in the Superior Court 2• THE NORTHERLY ONE-HALF OF WARNER AVENUE for a distance. of 60 of Orange County, California August 27th, 1937 by order No. A-5931. feet.East and 33 feet West of its inter- section with the. center line of Green That the RESOLUTION OF INTENTION St3.reet. MILO STREET from its intersection !' with the center line of Green Street j NO. 3071 to a point 165 feet West thereof. 4. THE SOUTHERLY ONE-HALF OF PEARCE'STREET from a point in its t' of which the annexed is a printed copy, was published in said news- intersection with Bolsa Chica Street 24 ' feet, West of the center line of Bolsa TWO Issues Chica Street to a point in Pearce.Street paper at least 825 feet West of said center line. 5. THE WESTERLY ONE-HALF OF BOLSA CHICA STREET in its intersection 13th November with Pearce Street, and for a 'distance comme_ncing from the day of of 43,feet South of its intersection with the center. line of Pearce Street; pro- = •. 19 69 20 t h November vided that asphalt concrete berms, rath- and ending on the day of er than concrete curb and gutter shall 1 be installed in the Southerly side of ' Pearce Street from points 49 feet to 92 inh9 , both days inclusive, and as often_ during Said period and I Chic feet' West sa a Street fandeinc the eWesterly r line fside lof times of publication as said paper was regularly issued, and in the ; Green Street from points So feet to 92 regular and entire issue of said newspaper proper, and not in a feet North of the center line of Warner supplement, and said notice was published therein on the following Avenue. dates, to—wit: An.• eight inch vitrified clay pipe i_sewer main with four inch vitrified clay ' November 13, November. 202 1969 pipe house laterals, manholes, lamp- holes, trenching and backfitling, appur- tenances and appurtenant work, in: 1. GREEN STREET from a manhole to be constructed 90 feet-North of the,cen- ter line of Warner Avenue to a manhole to be constructed in the Northerly one- half of the intersection of Green and It Pearce Streets. Publisher 2, MILO STREET from a manhole to 1 be constructed in its intersection .with Subscribed and sworn ibefore me this z j ,1� day of Green Street to a lamphole to be con- in Milo Street 165:feet West of �I the center, tine Green Street. 3. PEARCE STREET EET from an existing 19fa�. eight inch. stubout in its.intersection with Bolsa Chica Street.30 feet West df the center, line of Bolsa Chica Street Notary Public to a lamphole to be ,construcied in Orange County, California I Pearce Street 825 feet West of said cen- ter line of Bolsa Chica*.Street' 4. PEARCE.STREET from an existing . eight inch stubout in its intersection with Bolsa Chica Street 27 feet.East of THOMAS D. WLLIE the center line of Bolsa Chica Street to NOTARY PUBLIC • CALIFORNIA to ( a lamphole to be constructed in Pearce : �•, :r. S Street 485 feet East of,said center line PRINCIPAL OFFICE IN / of Bolsa Chica Street. ORANGE COUNTY fa v An eight inch diameter asbestos'cem- ent domestic water line with gate valves, fire hydrants, appurtenances and ap_p_u_r- My Commission Expires .Sept. 12, 1970 tioncwith Warner Avenue to its inter- section with Pearce Street. 2. MILO STREET from the domestic water line to be constructed in its inter- section with Green Street as aforesaid to a point in Milo Street 165 feet West of the center line, of Green Street. 3. PEARCE STREET from the domestic water line to be constructed in its inter- section with Bolsa Chica Street to a point in Pearce Street 825 feet West of the center line of Bolsa Chica Street. A twelve inch diameter asbestos cem- ent domestic water line with gate valves, appurtenances and appurtenant work, in: 1. B4OLSA CHICA STREET from the existing water main at a point approxi- mately 170 feet North of its intersection with the center line of Warner Avenue to the domestic water 'line to be con- structed in its intersection with Pearce Street as aforesaid. SECTION 2: All of the above mention! work, including the grade to which said work shall be done and the location thereof in and upon the streets and rights of way above mentioned, shall be done upon the grades, along the lines, be- tween the points, of the dimensions, at the places and in the manner described and set forth in the plans, profiles and detailed drawings of said work, and to specifications for said work heretofore adopted by said City Council on Novem- ber 3, 1969 by its Resolution No. 3070r which plans, profiles, detailed drawings and specifications are on file in the of- fice of the City Clerk, and which are hereby referred to for a more particular description of said work, grade of said work, and location of said work in and along the streets and rights of way here inbefore mentioned. Reference is here by made to said plans, profiles, detailed drawings and specifications. SECTION 3: The expenses of said worts and improvements shall be chargeable upon a district, which said district laic City Council hereby declares to be the district benefited by the work and im provements herein described and to br assessed to pay the cost and expense thereof. Said district shall include tha territory in said City of Huntington Beacl which is shown upon that certain plat of map thereof now on file in the cffic( of the City Clerk of said city, entitle, "PROPOSED BOUNDARIES OF ASSESS MENT DISTRICT NO. 6803, CITY Oi HUNTINGTON BEACH, COUNTY OF OR ANGE, STATE OF CALIFORNIA," an( which said map or plat indicates by boundary line the extent of the territory included in the proposed district anc covers all details as to the extent o, the area to be assessed. Reference is hereby made to said map or plat. SECTION 4: Serial bonds shall b� issued in the manner and form provide, in Part 5, Division 7 of the Streets an, Highways Code of the State of Califor nia, the Improvement Act of 1911, to rep resent unpaid assessments of Fifty Dol lars ($50.00) or over. Said bonds shal bear interest at the rate of seven per cent (7%) per.annum and the last in stallment of said bonds shall mature nine (9) years from the second day o January next succeeding the first da,. of September following their date. The redemption provisions of said bonds shal provide, in addition to all other mattert required by law, for the payment of --i,-m of five percent (5%) of the tha unmatured principal tnereu,, owner or any person interested in an> lot or parcel of land upon which suet bonds have been issued desire to pay off any of such bonds and discharge the land described in any of such bond: from the lien of said assessment prior tL its maturity and the commencement o proceedings for sale. SECTION 5: The time and place fo hearing any written protest of any ank all persons to said work and improve ments, or to the grades to which saic work is to be done, or to the boundaries of the district proposed to be assesse, to pay the cost and expenses of saic work and improvements is hereby fixeL and set for Monday, the 15th day o. December, 1969 at the,hour of 7:3C o'clock P.M. of said day, or as sM thereafter as said hearing can be held in the meeting room of said City Couna in the City Hall, Huntington Beach, Cal; fornia. SECTION 6: The City Clerk shall give notice of the adoption of this resolutior. 'of intention by mail, in the time; form! and manner required by taw, and shalt` cause said resolution of intention to .be l published in the time, form and manner required by law. SECTION 7: The Superintendent of Streets shall cause notice of the adop- tion of this resolution of intention to be conspicuously posted along the line of said contemplated work .and improve- ments, and on all the open Streets with- in the assessment district, in the time, form and manner required by law. SECTION 8: NOTICE IS HEREBY GIVEN that the grades to which said work is to be done are, or may be in part, new and different from those heretofore estab- lished, or may be and in some cases are different from existing ground levels. SECTION 9: The total estimated cost of said work and improvement, including estimated incidental costs, is in the amount of $151,637.11. The City of Hunt- ington Beach shall contribute the actual cost of the -installation of the twelve inch diameter domestic water line and the incidental expenses attributed thereto estimated to be in the amount of $15,605.50. SECTION 10: NOTICE IS HEREBY FUR. THER GIVEN that the report of the En- gineer of Work upon the proposed work and improvements, as approved by said City Council, is on file in the office of the City Clerk of said City of Huntington Beach, and open to public inspection. ADOPTED the 3rd day of November, 1969. N. JOHN V. V. GREEN Mayor ATTEST: PAUL C. JONES City Clerk 1 STATE OF CALIFORNIA COUNTY OF ORANGE Ss: . CITY OF HUNTINGTON BEACH 1, PAUL C.,'JONES, the duly elected; qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted,by the affirmative vote of more than a majority'bf ail'the members of said City Council at a regular meeting thereof held on the 3rd day of Novem- ber, 1969, by the following yotek AYES: COUNCILMEN:., Shipley, Bartlett, McCracken, Coen, Green; Matney, Kaufman NOES: COUNCILMEN:' None ABSENT: COUNCILMEN: None PAUL C. JONES City Clerk i City of Huntington Beach County of Orange State of California Af fidavitof Publication of J. S. FARQUHAR Publisher Huntington Beach News Filed Clerk By Deputy Clerk RECEIVE ® DEPT. OF PUBLIC WORKS Honorable Mayor and City Council DEC 1 6 1969 City of Huntington Beach P. 0. Box 190 CITY OF Huntington Beach, California HUFIMNGTON SmAcM, CALIF. Attn: Paul C. Jones, City Clerk Gentlemen: We are the owner of a parcel of property within proposed Assessment District No. 6803 Our parcel is designated as We protest the formation of this district because 4-&e �- ts�"'' L C G. do A110 T a"a?f2iQM �f"ff'.!+"1at dC '1d3G Q3A1333 0 i �- � 13T.S;� 12-15-69 B.i D SDDDIARY SHM1 2 MiGIEW°S NTUUTE.- $1319658.38 JOB A10 CC VUHM o A.D. 6603 BID W� An ADWMS TOTAL BID AMOUNT American Pipe and Construction Co. 4635 Firestone, South Gate Coxco jj �,�� 73'3 f 3 l P.O. Box C. Stanton John B. Bwles, Inc. 14676 Dillow, Westminster Griffith Company 1640 Palisades Road, Costa Mesa Henson Construction, Inc. 7606 Garfield, Bell Gardens The Javelin Construction Company /Zz 2718 Visscher, Altadena W. R. Company 5543 State Street, Ontario Sully Miller '] P.O. Box 432, Orange / /� f i I ' , L a t C9? Y '' ''RK i,I''P CAI= ' slJN+IPtG�iC� �'� 'rL'ti.C,tLit=, ' • •� ,L t ,•`� 1 0 December 8, 1969 Honorable Mayor and City Council City of Huntington Beach ��,� P. 0. Box 190 , Cis"Y h10 Huntington Beach, Calif. 92646 Att: Paul C. Jones, City Clerl , Gentlemen: I am the owner of a parcel of property within proposed Assessment District #6803.. My parcel is designated /� D d d I protest the ' formation of this District be- cause my property is bare land and there is no need for an assessment at this time. It would be an unnecessary expense to me and no improve- ment to me as far as the value of my land is concerned. Veryxtruly yours , Let a woo 46-177 Highway 74, Apt. 11 Palm Desert, California 92260 f U.S.VOWAGE- Letha W. Atwood 46-177 Highway 74 , Apt. 11 Palm Desert, California 92260 FM '8 DEC i ii Honorable Mayor and City Council 1 y y City of Huntington Beach P. O. Box 190 Huntington Beach, California 92646 I 11; Att: Paul C. Jones, City Clerk Z/ CITY GiTY GF rX CH.CALIF09 V 16552 Carousel Lane Huntington Beach, Calif. December 3, 1969 The Honorable Mayor and City Council Post Office Box 190 Huntington Beach, California Att : Paul C . Jones , City Clerk Gentlemen: We are the owners of a parcel of property within proposed assessment district #6803. Our parcel is designated as Lot 16 and the North 2 feet of Lot 14 in Block G of Tract No. 349, as shown on a Map thereof recorded in Book 15, Page 17, Miscell- aneous Maps , Records of said Orange County. We protest this proposed improvement because of the high cost involved and the possibility that the future coast free- way will change the current use of the area . Sincerely, .f 16552 (farowel a4aae - !tfin� �eacl, 92647 � o� The Honorable Mayor and City Council Post Office Box 190 Huntington Beach, California Att : Paul C. Jones , City Clerk r ft�C Ci 'Y c". 0 December 4, 1969 ` ►1 g : 2 9 Honorable Mayor and City Council City of Huntington Beach P. O. Box 190 r Huntington Beach, Calif. 92646 Att: Paul C. Jones, City Clerk Gentlemen: I am the owner of a parcel of property within proposed Assessment District #6803.. My parcel is designated 106-200-06 I protest the information of this District be- cause my property is bare land and there is no need for an- assessment at this time. It would be an unnecessary expense tome and no improve- ment to me as far as the value *of my land is concerned. Very truly yours, Sally R. 67Fuller Sa7.ly R. Fuller s4 i , C WASHINGTON`c V' 16:821 Bolsa Chica Road Huntington Beach, Calif. 92647 A.M. f .Jvv Honorable Mayor and City Council City of Huntington Beach P. O. Box 190 Huntington Beach, Calif. 92646 I Att: Mr. Paul C. Jones, City Clerk r oaf, oe ow op ol _ I ILSPOWAGE 6c z DEC'3 s B P iJ � !969 'YkAtaKL7etb.aooSEVELT 9r�7p2 1 �, I elf: E 1 V E p_ Fi E C D DEPT. OF PUBLIC WORKS DEC 12 1969 R.r:- C/r Crry' OF err:, :,,,, • HuwmaTON BEACH. CALIF. CALIF, t5s DEC Honorable Mayor and City Council 31 City of Huntington Beach P. O. Box 190 r Huntington Beach, Calif. 92646 Att: Paul C. Jones, City Clerk Gentlemen : T am the owner of a parcel of property within proposed Assessment District #6803. /gyp jp - pia My parcel is designated I protest the information of this District be- cause �o d� Very truly yours , �_ a- =< --- A W.JONES � —= 5102 Pageantry O _ Long Beach,California C��aSJ P DEC /969 F n RECEIVE ® December 10, 1969 KEPT. OF PUBLIC WORKS DEC 12 1969 Honorable Mayor and City Council City of Huntington Beach of P. 0. BOX 19O HUNTINc3TON BEACH. CALIF. . Huntington Beach, California Attn: Paul C. Jones, City Clerk re: Assessment Number 5 and 6 Gentlemen: We are the owner of a parcel of property within proposed Assessment District No. 6803 Our parcel is designated as AP 106/212/16 and AP 106/212/17 We protest the formation of this district because At the time of the original request for improvements two years ago, the estimated cost .was quoted under $2000.00. The homeowners at this time were told that the improvements would be made within a year. This however was never carried through. 0 I find the estimated cost of the improvements under the present proposal,-to exceed the original estimate by approximately $569.15, also additional property has been added to the original proposal making the cost higher. The plan for financing by selling bonds at 7% per annum payable in 9 years will pose a heavy financial burden on myself and other homeowners in the district. Due to the above reasons, we strongly protest the proposed assessment. IN Tj�byrGreeni� isms 'G enitls Huntington Beach, California Huntington Beach, California z z C" r J; �, � �� � d .�,� � � �, � � (Published Huntington Beach News 1. GREEN STREET from the existing off any of such bonds and discharge Nov. 13, Nov. 20, 1969) domestic water system in its intersec- the land described in any of such bonds RESOLUTION OF INTENTION NO. 3071 tion with Warner Avenue to its inter- from the lien of said assessment prior to ASSESSMENT DISTRICT NO. 6803 section with Pearce Street, its maturity and the commencement of HUNTINGTON BEACH, CALIFORNIA 2. MILO STREET from the domestic proceedings for sale. The City Council of the City of Hunt- water line to be constructed in its inter- SECTION 5: The time and place for ington Beach, California, in regular ses- section with Green Street as aforesaid hearing any written protest of any and sion assembled, does hereby resolve and to a point in Milo Street 165 feet West all persons to said work and improve- determine as follows: of the center line of Green Street. ments, or to the grades to which said SECTION 1: The public interest and 3. PEARCE STREET from the domestic work is to be done, or to the boundaries convenience require, and it is the inten- water line to be constructed in its inter- of the district proposed to be assessed tion of said City Council to order the section with Bolsa Chica Street to a point to pay the cost and expenses of said following work to be done and improve- in Pearce Street 825 feet West of the work and improvements is hereby fixed ments to be made in Assessment District center line of Bolsa Chica Street. and set for Monday, the 15th day of No. 6803 in said City of Huntington A twelve inch diameter asbestos cem- December, 1969 at the hour of 7:30 Beach, California, to wit. ent domestic water line with gate valves, o'clock P.M. of said day, or as soon The construction and installation of appurtenances and appurtenant work, in: thereafter as said hearing can be held, concrete curb and gutter, concrete cross 1. BOLSA CHICA STREET from the in the meeting room of said City Council gutters and aprons, asphalt concrete existing water main at a point approxi- in the City Hall, Huntington Beach, Cali- pavement over aggregate base material, mately 170 feet North of its intersection fornia. the removal of all obstacles in the line with the center line of Warner Avenue SECTION 6: The City Clerk shall give of work, all together with appurtenances to the domestic water line to be con- notice of the adoption of this resolution and appurtenant work, in: strutted in its intersection with Pearce of intention by mail, in the time, form 1. GREEN STREET from a point in its Street as aforesaid. and manner required by law, and shall intersection with Warner Avenue 24 feet SECTION 2: All of the above mentioned cause said resolution of intention to be North of the center line of Warner Ave- work, including the grade to which said published in the time, form and manner nue to its intersection with the Northerly work shall be done and the location required by law. right of way line of Pearce Street. thereof in and upon the streets and rights SECTION 7: The Superintendent of 2. THE NORTHERLY ONE-HALF OF of way above mentioned, shall be done Streets shall cause notice of the adop- WARNER AVENUE for a distance of 60 upon the grades, along the lines, be- lion of this resolution of intention to be feet East and 33 feet West of its inter- tween the points, of the dimensions, at conspicuously posted along the line of section with the center line of Green the places and in the manner described said contemplated work and improve- Street, and set forth in the plans, profiles and ments, and on all the open streets with- 3. MILO STREET from its intersection detailed drawings of said work, and to in the assessment district, in the time, with the center line of Green Street specifications for said work heretofore form and manner required by law. to a point 165 feet West thereof. adopted by said City Council on Novem- SECTION 8: NOTICE IS HEREBY GIVEN 4. THE SOUTHERLY ONE-HALF OF ber 3, 1969 by its Resolution No. 3070, that the grades to which said work is to PEARCE STREET from a point in its which plans, profiles, detailed drawings be done are, or may be in part, new and intersection with Bolsa Chica Street 24 and specifications are on file in the of- different from those heretofore estab- feet West of the center line of Bolsa fice of the City Clerk, and which are lished, or may be and in some cases are Chica Street to a point in Pearce Street hereby referred to for a more particular different from existing ground levels. 825 feet West of said center line, description of said work, grade of said SECTION 9: The total estimated cost 5. THE WESTERLY ONE-HALF OF work, and location of said work in and of said.work and improvement, including BOLSA CHICA STREET in its intersection along the streets and rights of way here- estimated incidental costs, is in the with Pearce Street, and for a distance inbefore mentioned. Reference is here- amount of $151,637.11. The City of Hunt- of 43 feet South of its intersection with by made to said plans, profiles, detailed ington Beach shall contribute the actual the center line of Pearce Street; pro- drawings and specifications. cost of the installation of the twelve vided that asphalt concrete berms, rath- SECTION 3: The expenses of said work inch diameter domestic water line and er than concrete curb and gutter shall and improvements shall be chargeable the incidental expenses attributed thereto be installed in the Southerly side of upon a district, which said district said estimated to be in the amount of Pearce Street from points 49 feet to 92 City Council hereby declares to be the $15,605.50. feet West of the center line of Bolsa district benefited by the work and im- SECTION 10: NOTICE IS HEREBY FUR- Chica Street and in the Westerly side of provements herein described and to be THER GIVEN that the report of the En- Green Street from points 50 feet to 92 assessed to pay the cost and expenses gineer of Work upon the proposed work feet North of the center line of Warner thereof. Said district shall include that and improvements, as approved by said Avenue. territory in said City of Huntington Beach City Council, is on file in the office of An eight inch vitrified clay pipe which is shown upon that certain plat or the City Clerk of said City of Huntington sewer main with four inch vitrified clay map thereof now on file in the office Beach, and open to public inspection. pipe house laterals, manholes, lamp- of the City Clerk of said city, entitled ADOPTED the 3rd day of November, holes, trenching and backfilling, appur- "PROPOSED BOUNDARIES OF ASSESS- 1969. tenances and appurtenant work, in: MENT DISTRICT NO. 6803, CITY OF N. JOHN V. V. GREEN 1. GREEN STREET from a manhole to HUNTINGTON BEACH, COUNTY OF OR- Mayor be constructed 90 feet North of the cen ANGE, STATE OF CALIFORNIA," and ATTEST: ter line of Warner Avenue to a manhole which said map or plat indicates by a PAUL C. JONES to be constructed in the Northerly one- boundary line the extent of the territory City Clerk half of the intersection of Green and included in the proposed district and STATE OF CALIFORNIA Pearce Streets. covers all details as to the extent of COUNTY OF ORANGE ss: 2. MILO STREET from a manhole to the area to be assessed. Reference is CITY OF HUNTINGTON BEACH be constructed in its intersection with hereby made to said map or plat. I, PAUL C. JONES, the duly elected, Green Street to a lamphole to be con- SECTION 4: Serial bonds shall be strutted in Milo Street 165 feet West of issued in the manner and form provided qualified and acting City Clerk of the the center line of Green Street. in Part 5, Division 7 of the Streets and City of Huntington Beach, and ex-officio Clerk of the City Council of .said city, 3. PEARCE STREET from an existing Highways Code of the State of Califor- eight inch stubout in its intersection nia, the Improvement Act of 1911, to rep- of do hereby certify that the whole number with B City Bolsa Chica Street 30 feet West resent unpaid assessments of Fifty Dol- members of the City Council the of the center line of Bolsa Chica Street lars ($50.00) or over. Said bonds shall Cty of Huntington Beach is seven;; that to a lamphole to be constructed in bear interest at the rate of seven per- the foregoing resolution was passed and Pearce Street 825 feet West of said cen- cent (7%) per annum and the last in- adopted by the affirmative vote Of more ter line of Bolsa Chica Street. stallment of said bonds shall mature than a majority Of all the members of said City Council at a regular meeting 4. PEARCE STREET from an existing nine (9) years from the second day of eight inch stubout in its intersection January next succeeding the first day thereof held on the 3rd day of Novem- with Bolsa Chica Street 27 feet East of of September following their date. The ber, 1969, by the following vote: the center line of Bolsa Chica Street to redemption provisions of said bonds shall AYES: COUNCILMEN: a lamphole to be constructed in Pearce provide, in addition to all other'matters Shipley, Bartlett, McCracken, Coen, Green, Matney, Kaufman Street 485 feet East of said center line required by law, for the payment of a NOES: COUNCILMEN: of Bolsa Chica Street. premium of five percent (5%,) of the An eight inch diameter asbestos cem- unmatured principal thereof, should the None ABSENT: COUNCILMEN: ent domestic water line with gate valves, owner or any person interested in any fire hydrants, appurtenances and appur- lot or parcel of land upon which such None JONES tenant work, in: bonds have been issued desire to pay PAUL C.City Clerk NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in. Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ , Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15 ,605 .50. h A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P.M. , or as soon thereafter as said hearing can be held, at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911 , Division 7 of the Streets and Highways Code _of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California , and is open to public inspection. DATED: November 4, 1969. PAUL C. JONES City Clerk of the City of Huntington Beach, California AFF IDAV IT OF MA IL Iy, ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA STATE OF CALIFORNIA ) ss: COUNTY OF ORANGE PAUL C. JONES , being first duly sworn, deposes and saes: That during all the time herein mentioned he was and now is the duly qualified and acting City Clerk of the City of Huntington Beach, California ; that on the 14th day of November, 1969 pursuant to- the -provisions of law applicable herein, he caused a copy of the within attached notice to be placed in. an envelope addressed to each of the persons owning real property which is pro- posed to be assessed to pay any part of the' cost of the work, as their names and addresses appear on the last equalized assessment roll, or as known to affiant , sealed said envelope and deposited it in the United States mail at the City of Huntington Beach, Calif- ornia, with postage thereon fully prepaid ; , that there is a regular communication by mail between the place of mailing and. the places so addressed . I certify (or declare) under penalty of perjury that the foregoing is true and correct . Executed on November 14, 1969 at the City of Huntington Beach, California . City, erk NOTICE OF PUBLIC H--A''IN ASSESSMENT DISTRICT NO. b80-'; HUNTINIGTON BEACH, CALIFOREIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work; The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving , 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hvdrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from t4arner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a point 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chica Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71 ; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ Assessment Number ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The' City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15 ,605 .50. A hearing will be held in the City !a i 1 in the City of Huntington Beach , California by the City Caun,_. .- ): said City Of Huntington Beach on the 15th day of December , u i i at the hour of 7 : 30 o'clock P .M. , or as soon thereafter as sair"! hearing can be held , at which time and place all protests and objecrions wil'L be heard. The proceeding for said. improvement_ J_s proposed .-o be conducted under the Improvement Act of 1911 , Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach , California , and is open to public inspection . DATED: November 4, 1969 . PAUL C. JONES City Cleric of the City of Huntinut on Beach ,. California AFFIDAVIT OF POSTING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA STATE OF CALIFORNIA ) C OUNTY OF ORANGE 5 ss : PAUL C. JONES deposes and says : During all of the time herein mentioned affiant, was and now is the duly qualified and acting City Clerk. of the City of Huntington Beach, California . In accordance with law, affiant conspicuously posted for ten (10) days upon the bulletin board of the City Council in the City Hall in the City of Huntington Beach , California a copy ,of the attached notice in the matter of Assessment District No. 6803 , Huntington Beach, California , ir_' said City of Huntington Beach, State of California . Said notice was - posted on the 14th day of November, 1969 I certify (or declare) under penalty of perjury that the foregoing is true and correct . Executed on the _day of November , 1969 at Huntington Beach, California . C,i ty c NOTICE INVITING SEALED BIDS ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California hereby invites sealed bids and pro- posals for the improvement of the streets and rights of way in Assessment District No. 6803 in the City of Huntington Beach, Calif- ornia , as described in Resolution of Intention No. of said City Council adopted November 3 , 1969 , to which reference is hereby made for a description of said work and improvement , the grade to � p ' which it is to be done, the district to be assessed to pay the cost and expenses thereof, the bonds to be issued , and for all further particulars therein contained . Reference is hereby further made to the plans and specifications and detailed drawings for said work and improvement on file in the office of the City Clerk of said City of Huntington Beach, in accordance with which said work shall be done. NOTICE IS FURTHER GIVEN that said City Council has hereto- fore determined the prevailing rate of per diem wages for the doing of said work, which said scale of wages is contained in the schedule thereof set forth in Resolution No. 3020 adopted July 7 , 1969 and on file in the office of the City Clerk of said City of Huntington Beach. NOTICE IS FURTHER GIVEN that there are not now any esti- mated costs for the acquisition of easements and rights of way re- quired in this improvement district . All proposals or bids shall be accompanied by cash, a cashier' s check, or a certified check payable to said City of Huntington Beach, for an amount which shall be not less than ten .� -1- percent (107.) of the aggregate of .the proposal , or by a bond for that amount and so payable , signed by the bidder and two sureties , who shall justify before any officer competent to administer an oath, . in double that amount , and over and above all statutory exemptions, or by a corporate surety bond to the satisfaction and approval of said City of Huntington Beach. Said sealed bids or proposals shall be delivered to the City Clerk of said City of Huntington Beach on or before Monday, the 15th day of December, 1969 at the hour of 9: 00 o'cloc.k A.M. of said day at the office of said City Clerk, City Hall , Huntington Beach, California. Said sealed proposals or bids shall be opened , examined and declared by the City Clerk, the City Attorney, and the Director of Public Works of said City of Huntington Beach at a public meeting called for that purpose by said City Clerk, City Attorney, and Director of Public Works in the City Hall , Huntington Beach, California at 9:00 o'clock A.M. on Monday , the 15th day of December , 1969 , and the results of said bidding will be reported to the City Council of said City of Huntington Beach at its regular meeting to be held on Monday, the 15th day of December, 1969 at the hour of 7:30 o'clock P.M. in the council chambers in the City Hall of said City of Huntington Beach, and shall be acted upon by said City Council at their said regular meeting of December 15, 1969. Said City Council reserves the right to reject any and all bids and proposals should it deem this for the public good , and also the bid of any bidder who has been delinquent or unfaithful in any former contract with said City of Huntington Beach. DATED: November 13 , 1969. PAUL C . JONES City Clerk of the City of Huntington Beach, California e b F a a' I AFF IDAV TT OF MAILING ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA STATE OF CALIFORNIA ss: COUNTY OF ORANGE ) PAUL C. JONES , being first duly sworn, deposes and says : That during all the time herein mentioned he was and now is the duly qualified and acting City Clerk of the City of Huntington Beach, California; that on the 14th day of November, 1969 pursuant to the provisions of law applicable herein, he caused a copy of the within attached notice to be placed in an envelope addressed to each of the persons awning real property which is pro- posed to be assessed to "pay any part of the cost of -the work, as their names- and addresses appear on the last equalized assessment roll, or as known to affiant , sealed said' envelope and deposited it in the United States mail at the City of Huntington Beach, Calif- ornia, with postage thereon fully prepaid; that there is a" regular communication by mail between the place of mailing and the places so addressed. I certify (or declare) under penalty of perjury that the ., foregoing is, true and correct . Executed on November 1969 at the City of Huntington Beach, California . city C i- RESOLUTION OF INTENTION NO. 307i ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA The City Council of the City of Huntington Beach , California , in regular session assembled, does hereby resolve and determine as follows: SECTION 1: The public interest and convenience require, and it is the intention of said City Council to order the follow- ing work to be done and improvements to be made in Assessment District No. 6803 in said City of Huntington Beach, California , to wit: The construction and installation of concrete curb and gutter , concrete cross gutters and aprons , asphalt concrete , pavement over aggregate base material , the removal of all obstacles in the line of work, all together with appurtenances and appurtenant work, in: 1 GREEN STREET from a point in its intersection with Warner Avenue 24 feet North of the center line of Warner Avenue to its intersection with the Northerly right of way line of Pearce Street . 2 . THE NORTHERLY- ONE-HALF OF WARNER AVENUE for a distance of 60 feet East and 33 feet West of its intersection with the center line of Green Street . 3 . MILO STREET from its intersection with the center line of Green Street to a point 165 feet West thereof. 4 . THE SOUTHERLY ONE-HALF OF PEARCE STREET from a point in its intersection with Bolsa Chica Street 24 feet West of the center line of Bolsa Chica Street to a point in Pearce Street 825 feet West of said center line. 5 . THE WESTERLY ONE-HALF OF BOLSA CHICA STREET in its intersection with Pearce Street , and for a distance of 43 feet South of its intersection with the center line of Pearce Street ; provided that asphalt concrete berms , rather than concrete curb and gutter shall be installed in the Southerly side of Pearce Street �1- from points 49 feet to 92 feet West of the center line of Bolsa Chica Street and in the Westerly side of Green Street from points 50 feet to 92 feet North of the center line of Warner Avenue . An eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe house laterals , manholes , lamp- holes , trenching and backfilling, appurtenances and appurtenant work, in: 1 . GREEN STREET from a manhole to be constructed 90 feet North of the center line of Warner Avenue to a manhole to be constructed in the Northerly one-half of the intersection of Green and Pearce Streets . 2 . MILO STREET from a manhole to be constructed in its intersection with Green Street to a lamphole to be con- structed in Milo Street 165 feet West of the center line of Green Street . 3 . PEARCE STREET from an existing eight inch stubout in its intersection with Bolsa Chica Street 30 feet West of the center line of Bolsa Chica Street to a lamphole to be constructed in Pearce Street 825 feet West of said center line of Bolsa Chica Street . 4 . PEARCE STREET from an existing eight inch stubout in its intersection with Bolsa Chica Street 27 feet East of the center line of Bolsa Chica Street to a lamphole to be constructed in Pearce Street 485 feet East of said center line of Bolsa Chica Street . An eight inch diameter asbestos cement domestic water line with gate valves , fire hydrants, appurtenances and appurten- ant work, in: 1 . GREEN STREET from the existing domestic water system in its intersection with Warner Avenue to its intersection with Pearce Street . 2 . MILO STREET from the domestic water line to be constructed in its intersection with Green Street as aforesaid to a point in Milo Street 165 feet West of the center line of Green Street . 3 . PEARCE STREET from the domestic water line to be constructed in its intersection with Bolsa Chica Street to a point -2- in Pearce Street 825 feet West of the center line of Bolsa Chica Street . A twelve inch diameter asbestos cement domestic water line with gate valves , appurtenances and appurtenant work, in: 1 . BOLSA CHICA STREET from the existing water main .at a point approximately 170 feet North of its intersection - with the center line of Warner Avenue .to the domestic water line to be constructed in its intersection with Pearce Street as aforesaid . SECTION 2: All of the above mentioned work, including the grade to which said work shall be done and the location thereof in and upon the streets and rights of way above mentioned , shall be done upon the grades , along the lines , between the points , of the dimensions , at the places and in the manner described and set forth in the plans , profiles and detailed drawings of said work, and to specifications for said work heretofore adopted by said City Council on November 3 , 1969 by its Resolution No. , which plans , profiles, detailed drawings and specifications are on file in the office of the City Clerk, and which are hereby referred to for a more particular description of said work , grade of said work , and location of said work in and along the streets and rights of way hereinbefore mentioned. . Reference is hereby made to said plans , profiles , detailed drawings and specifications . SECTION 3 : The expenses of said work and improvements shall be chargeable upon a district , which said district said City Council hereby declares to be the district benefited by the work and improvements herein described and to be assessed to pay the cost and expenses thereof . Said district shall include _3_ that territory in said City of Huntington Beach which is shown upon that certain plat or map thereof now on- file in the office of the City Clerk of said city, entitled "PROPOSED BOUNDARIES OF ASSESSMENT DISTRICT NO. 6803 , CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA.' and which said map or plat indicates by a boundary line the extent of the territory included in the proposed district and covers all details as to the extent of the area to be assessed . Reference is hereby made to said map or plat . SECTION 4: Serial bonds shall be issued in the manner and form provided in Part 5 , Division 7 of the Streets and High- ways Code of the State of California , the Improvement Act of 1911 , to represent unpaid assessments -of Fifty Dollars ($50 .00) or over . Said bonds shall bear interest at the rate of seven percent (7%) per annum and the last installment of said bonds shall mature nine (9) years from the second day of January next succeeding the first day of September following their date . The redemption provisions of said bonds shall provide , in addition to all other matters required by law, for the payment of a premium of five percent (5%) of the unmatured principal thereof, should the owner or any person interested in any lot or parcel of land upon which such bonds have been issued desire to pay off any of such bonds and discharge the land described in any of such bonds from the lien of said assess- ment prior to its maturity and the commencement of . proceedings for sale . .-4- SECTION 5: The time and place for hearing any written protest of any and all persons to said work and improvements , or to the grades to which said work is to be done, or to the boundaries of the district proposed to be assessed to pay the cost and ex- penses of said work and improvements is hereby fixed and set for Monday, the 15th day of December , 1969 at the hour of 7: 30 o'clock P .M. of said day, or as soon thereafter as said hearing can be held , in the meeting room of said City Council in the City Hall , Huntington Beach, California . SECTION 6: The City Clerk shall give notice of the adoption of this resolution of intention by mail , in the time, form and manner required by law, and shall cause said resolution of intention to be published in the time, form and manner required by law. SECTION 7 : The Superintendent of Streets shall cause notice of the adoption of this resolution of intention to be con- spicuously posted along the line of said contemplated work and improvements , and an all the open streets within the assessment district , in the time , form and manner required by law. SECTION 8: NOTICE IS HEREBY GIVEN that - the grades to which said work is to be done are , or may be in part , new and different from those heretofore established, or may be and in some cases are different from existing ground levels . SECTION 9: The total estimated cost of said work and improvement , including estimated incidental costs , is in the amount iIi of $151 ,637 .11 . The City of Huntington Beach shall contribute the actual cost of the installation of the twelve inch diameter domestic water line and the incidental expenses attributable thereto estimated to be in the amount of $15 ,605 :50. SECTION 10: NOTICE IS HEREBY FURTHER GIVEN that the report of the Engineer of Work upon the proposed work and improve- ments , as approved by said City Council , is on file in the office of the City Clerk ' of said City of Huntington Beach, and open - to public inspection. ADOPTED the 3rd day of November, 1969 . yr Mayor ATTEST: City C1 , Res . No. 3071 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) s s: CITY OF HUNTINGTON BEACH) . I. PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach , and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members K of said City Council at a regular meeting thereof held on the 3rd day of November , 1969, by the following vote: AYES: COUNCILMEN: Shipley, Bartlett, McCracken, Ka.ufma,n, Ma.tney, Coen, Green NOES: COUNCILMEN: None AB S ENT : COUNCILMEN: None City erk ti� LAW OFFICES OF G A N A H L & G A N A H L _ io:: vICTORIA AV[NUE ,/<_ 14N T. CiAll-HL POST OFFICE BOX 666 ALPHONSE E. GANAHL OF COUNSEL CORONA,CALIFORNIA 91720 (lid)737-3065 December 4 , 1969 Mr . James R . 7heeler Director of Public Works P.O.-Box 190 Huntington Beach , California 92648 Pe: Assessment District No; 6803 Huntington Beach, California Dear ,Tim: Enclosed herewith your affidavit of posting of the notices of improvement in this assessment district . I would appreciate it if you would execute the affidavit , attach. a copy of the placard posted , and then file with the City Clerk. Sincerely yours , J CHN T. GANAHL JTG .h Enc. f i AFF IDAV IT OF POSTING ASSESSKENIT DISTRICT N0, 6803 HUNTINGTON BEACH, CALIFORNIA STATE OF CALIFORNIA ) ss: COUNTY OF ORANGE ) JAMES R. WHEELER, under penalty of perjury, declares: That he is now and at all' times herein mentioned was s the duly appointed, qualified, and acting Superintendent of Streets of the City of Huntington Beach, California , that on the 26th day of November , 1969 he caused to be posted copies of the attached notice along the line of the contemplated Mork and improvement and on all the open streets within the assessment district described in Resolution of Intention No. 3071 passed and adopted by the City Council of said City of Huntington Beach on the 3rd day of November , .1969 that he posted said notices not more than 300 feet apart along the line of .said qcontemplated work and improvement , and- on all the open streets and F b proposed rights of way within the assessment district proposed to be assessed for the doing of said work, and that he posted not less than three of said notices in all; that said .posting was k completed on "November 26 , 1969 I certify (or declare) under penalty of perjury that the foregoing is true and correct . Executed on December ,1969 at Huntington Beach, r California . 777 t v 00L �` ~ uperintendent of Streets ;A/Y1 by . aNOTICE OF IMPROVEMENT (Published Huntington Beach News 1. GREEN STREET from the existing off any of such bonds and discharge Nov. 13, Nov. 20, 1969) domestic water system in its intersec- the land described in any of such bonds RESOLUTION OF INTENTION NO. 3071 tion with Warner Avenue to its inter- from the lien of said assessment prior to ASSESSMENT DISTRICT NO. 6803 section with Pearce Street, its maturity and the commencement of HUNTINGTON BEACH, CALIFORNIA 2. MILO STREET from the domestic proceedings for sale. The City Council of the City of Hunt- water line to be constructed in its inter- SECTION 5: The time and place for ington Beach, California, in regular ses- section with Green Street as aforesaid hearing any written protest of any and sion assembled, does hereby resolve and to a point in Milo Street 165 feet West all persons to said work and improve- determine as follows: of the center line of Green Street. ments, or to the grades to which said SECTION 1: The public interest and 3. PEARCE STREET from the domestic work is to be done, or to the boundaries convenience require, and it is the inten- water line to be constructed in its inter- of the district proposed to be assessed tion of said City Council to order the section with Boise Chica Street to a point to pay the cost and expenses of said following work to be done and improve- in Pearce Street 825 feet West of the work and improvements is hereby fixed ments to be made in Assessment District center line of Bolsa Chica Street. and set for Monday, the 15th day of No. 6803 in said City of Huntington A twelve inch diameter asbestos cem- December, 1969 at the hour of 7:30 Beach, California, to wit. ent domestic water line with gate valves, o'clock P.M. of said day, or as soon The construction and installation of appurtenances and appurtenant work, in: thereafter as said hearing can be held, concrete curb and gutter, concrete cross 1. BOLSA CHICA STREET from the in the meeting room of said City Council gutters and aprons, asphalt concrete existing water main at a point approxi- in the City Hall, Huntington Beach, Cali- pavement over aggregate base material, mately 170 feet North of its intersection fornia. the removal of all obstacles in the line with the center line of Warner Avenue SECTION 6: The City Clerk shall give of work, all together with appurtenances to the domestic water line to be con- notice of the adoption of this resolution and appurtenant work, in: strutted in its intersection with Pearce of intention by mail, in the time, form 1. GREEN STREET from a point in its Street as aforesaid. and manner required by law, and shall intersection with Warner Avenue 24 feet SECTION 2: All of the above mentioned cause said resolution of intention to be North of the center line of Warner Ave- work, including the grade to which said published in the time, form and manner nue to its intersection with the Northerly work shall be done and the location required by law. right of way line of Pearce Street thereof in and upon the streets and rights SECTION 7: The Superintendent of 2. THE NORTHERLY ONE-HALF OF of way above mentioned, shall be done Streets shall cause notice of the adop- WARNER AVENUE for a distance of 60 upon the grades, along the lines, be- tion of this resolution of intention to be feet East and 33 feet West of its Inter- tween the points, of the dimensions, at conspicuously posted along the line of section with the center line of Green the places and in the manner described said contemplated work and improve- Street. and set forth in the plans, profiles and ments, and on all the open streets with- 3. MILO STREET from its intersection detailed drawings of said work, and to in the assessment district, in the time, with the center line of Green Street specifications for said work heretofore form and manner required by law. to a point 165 feet West thereof. adopted by said City Council on Novem- SECTION 8: NOTICE IS HEREBY GIVEN 4. THE SOUTHERLY ONE-HALF OF ber 3, 1969 by its Resolution No. 3070, that the grades to which said work is to PEARCE STREET from a point in its which plans, profiles, detailed drawings be done are, or may be in part, new and intersection with Bolsa Chica Street 24 and specifications are on file in the of- different from those heretofore estab- feet West of the center line of Boise fice of the City Clerk, and which are lished, or may be and in some cases are Chica Street to a point in Pearce Street hereby referred to for a more particular different from existing ground levels. 825 feet West of said center line. description of said work, grade of said SECTION 9: The total estimated cost 5. THE WESTERLY ONE-HALF OF work, and location of said work in and of said work and improvement, including BOLSA CHICA STREET in its intersection along the streets and rights of way here- estimated incidental costs, is in the with Pearce Street, and for a distance inbefore mentioned. Reference is here- amount of$151,637.11. The City of Hunt- of 43 feet South of its intersection with by made to said plans, profiles, detailed ington Beach shall contribute the actual the center line of Pearce Street; pro- drawings and specifications. cost of the installation of the twelve vided that asphalt concrete berms, rath- SECTION 3: The expenses of said work inch diameter domestic water line and er than concrete curb and gutter shall and improvements shall be chargeable the incidental expenses attributed thereto be installed in the Southerly side of upon a district, which said district said estimated to be in the amount of Pearce Street from points 49 feet to 92 City Council hereby declares to be the $15,605.50. feet West of the center line of Boise district benefited by the work and im- SECTION 10: NOTICE IS HEREBY FUR- Chica Street and in the Westerly side of provements herein described and to be THER GIVEN that the report of the En. Green Street from points 50 feet to 92 assessed to pay the cost and expenses gineer of Work upon the proposed work feet North of the center line of Warner thereof. Said district shall include that and improvements, as approved by said Avenue. territory in said City of Huntington Beach City Council, is on file in the office of An eight inch vitrified clay pipe which is shown upon that certain plat or the City Clerk of said City of Huntington sewer main with four inch vitrified clay map thereof now on file in the office Beach, and open to public inspection. pipe house laterals, manholes, lamp- of the City Clerk of said city, entitled ADOPTED the 3rd day of November, holes, trenching and backfilling, appur- "PROPOSED BOUNDARIES OF ASSESS- 1969. tenances and appurtenant work, in: MENT DISTRICT NO.. 6803, CITY OF N. JOHN V.V. GREEN 1. GREEN STREET from a manhole to HUNTINGTON BEACH, COUNTY OF OR- Mayor be constructed 90 feet North of the cen- ANGE, STATE OF CALIFORNIA," and ATTEST: ter line of Warner Avenue to a manhole which said map or_plat indicates by a PAUL C.JONES to be constructed in the Northerly one- boundary line the extent-of the territory City Clerk half of the intersection of Green and included in the proposed district and STATE OF CALIFORNIA Pearce Streets. covers all details as to the extent of COUNTY OF ORANGE as: 2. MILO STREET from a manhole to the area to be assessed. Reference is CITY OF HUNTINGTON BEACH be constructed in its intersection with hereby made to said map or plat. 1, PAUL C. JONES, the duly elected, Green Street to a lamphole to be con- SECTION 4: Serial bonds shall be qualified and acting City Clerk of the strutted in Milo Street 165 feet West of issued in the manner and form provided City of Huntington Beach, and ex-officio the center line of Green Street. in Part 5, Division 7 of the Streets and Clerk of the City Council of said city, 3. PEARCE STREET from an existing Highways Code of the State of Califor- do hereby certify that the whole number eight inch stubout in its intersection nia, the Improvement Act of 1911, to rep- of members of the City Council of the with Boise Chica Street 30 feet West resent unpaid assessments of Fifty Dol- City of Huntington Beach is seven; that of the center line of Bolsa Chica Street lars ($50.00) or over. Said bonds shall the foregoing resolution was passed and to a lamphole to be constructed in bear interest at the rate of seven per- adopted by the affirmative vote of more Pearce Street 825 feet West of said cen- cent (7%) per annum and the last in- than a majority of all the.members of ter line of Boise Chica Street, stallment of said bonds shall mature said City Council at a regular meeting 4. PEARCE STREET from an existing nine (9) years from the second day of thereof held on the 3rd day of Novem- eight inch stubout in its intersection January next succeeding the first day ber, 1969, by the following vote: with Bolsa Chica Street 27 feet East of of September following their date. The AYES: COUNCILMEN: the center line of Bolsa Chica Street to redemption provisions of said bonds shall Shipley, Bartlett, McCracken, a lamphole to be constructed in Pearce provide, in addition to all other matters Coen, Green, Matney, Kaufman Street 485 feet East of said center line required by law, for the payment of a NOES: COUNCILMEN: of Bolsa Chica Street. premium of five percent (5%) of the None An eight inch diameter asbestos cem- unmatured 4 principal thereof, should the ABSENT: COUNCILMEN: ent domestic water line with gate valves, owner or any person interested in any None fire hydrants, appurtenances and appur- lot or parcel of land upon which such PAUL C. JONES tenant work, in: bonds have been issued desire to pay City Clerk i t ti RESOLUTION NO. RESOLUTION DETERMINING FEASIBILITY OF PROJECT, WAIVING DEBT LIMITATION, .AND _OVERRULING PROTESTS ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA WHEREAS , a public hearing was duly and legally called and held by the City Council of the City of Huntington Beach, California upon the Investigation Report of DONALD E. STEVENS, INC. , Engineer of Work, Assessment District No. 6803 , City of Huntington Beach, County of Orange , State of California , on December 15 , 1969, at which time said report was first summarized; and WHEREAS , all protests made in writing or orally to said proposed improvement were duly and legally considered ; and WHEREAS , said Engineer of Work has advised that said protests, both oral and written, were not made by owners of more than half of the area of the property proposed to be assessed for said proposed work and improvement , and said City Council having acquired jurisdiction to proceed herein: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California , in regular session assembled , that all of said protests , both oral and in writing, be and the same hereby are overruled and denied . BE IT FURTHER RESOLVED that said City Council hereby finds from said Investigation Report , the information and opinion furnished by said Engineer of Work, and its personal knowledge of the land and improvements in this assessment district , that said proposed project is feasible, that the public interest , con- venience and necessity require said proposed work and improvement , and that the lands to be assessed will be able to carry the burden of the proposed assessments . BE IT FURTHER RESOLVED that the limitations upon the amount of assessments provided for in the Special Assessment In- vesitgation, Limitation and Majority Protest Act of 1931 , Division 4 of the Streets and Highways Code of the State of California , shall be disregarded , both with respect to the limitations on the district as a whole and as to the limitations on individual specific assess- ments . BE IT FURTHER RESOLVED that proceedings for said improve- ment shall be taken under the Improvement Act of 1911 of the State of California , Division 7 of the Streets and Highways Code, and improvement bonds shall be.- issued pursuant to the provisions of said Improvement Act . ADOPTED December 15 , 1969 . Mayor ATTEST: i City Clerk -2- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss: CITY OF HUNTINGTON BEACH) I, PAUL C. JONES, the duly elected, qualified and acting City Clerk of the City of Huntington Beach, and ex-off icio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 15th day of December , 1969, by the following vote: AYES: COUNCILMEN: NOES: COUNCILMEN: ABSENT: COUNCILMEN: City Clerk I v RESOLUTION NO. RESOLUTION ORDERING WORK ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA WHEREAS , the City Council of the City of Huntington Beach, County of Orange, State of California , did, on November 3 , 1969, pass and adopt its Resolution of Intention No. 3071 that the streets and rights of way named in said Resolution of Intention be improved in the manner therein described; and WHEREAS , said Resolution of Intention was duly and legally mailed, posted and published in the time, form and manner required by law, as shown by the affidavits of mailing, posting and publication of said Resolution of Intention on file in the office of the City Clerk; and WHEREAS , protests or objections in writing or otherwise against the proposed work and improvement , the extent of the district to be assessed , or the grades to which said work is proposed to be done have not been made or presented by the owners of more than half of the area of the property to be assessed for said improve- ments up to the hour set for hearing in and by said Resolution of Intention, and said City Council having acquired jurisdiction to order said work and improvements: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Huntington Beach, California , in regular session assembled , that the public interest and convenience require the improvements herein referred to, and said City Council hereby orders that the work and improvements , as set forth and described in Resolution of Intention No. 3071 , and in the plans and specifications therein referred to and adopted , be done and made in the manner described in and provided by said Resolution of Intention and said plans and specifications . BE IT FURTHER RESOLVED that all objections , whether in writing or oral , to the proposed work, the grade to which said work is to be done , or the boundary of the district proposed to be assessed to pay the cost and expenses of said work, be and the same hereby are overruled and denied . BE IT FURTHER RESOLVED that the boundaries of the assess- ment district and the grades to which said work and improvements are to be constructed shall be those set forth and described in said Resolution of Intention No. 3071 , in the plans and specifica- tions therein referred to, and in the plat or map of said assessment district therein referred to, reference to all of which is hereby made for all further particulars . ADOPTED the 15th day of December, 1969 . , Mayor ATTEST: City Clerk -2- <r STATE OF CALIFORNIA ) COUNTY OF ORANGE ) s s: CITY OF HUNTINGTON BEACH) I, PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 15th day of December , 1969, by the following vote: AYES: COUNCILMEN: NOES: COUNCILMEN: ABSENT: COUNCILMEN: City Clerk RESOLUTION N0. RESOLUTION AWARDING CONTRACT ASSESSMENT DISTRICT NO. 6803 HUNT INGT ON BEACH, CALIFORNIA WHEREAS , sealed proposals or bids for performing the work and improvements described in Resolution of Intention No. 3071 of the City Council of the City of Huntington Beach, State of California, which said resolution was adopted November 3 , 1969 , and is hereby expressly referred to for a description of said work and improvements and for all other particulars relative to the proceedings under said Resolution of Intention, have been publicly opened and examined , and said City Council has declared the result of said bids at its meeting of December 15 , 1969: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Huntington Beach, California, in regular session assembled , that said City Council hereby rejects all of said proposals or bids , . except that herein mentioned, and hereby awards the contract for doing said work and making said improvements to the lowest responsible bidder, to wit: BE IT FURTHER RESOLVED that the City Clerk of said City of Huntington Beach is hereby directed to publish notice of said award -1- twice in the Huntington Beach News , a newspaper published and circulated in said City of Huntington Beach, County of Orange, State of California . ADOPTED the 15th day of December , 1969 . Mayor ATTEST: City Clerk -2- STATE OF CALIFORNIA COUNTY OF ORANGE ss: CITY OF HUNTINGTON BEACH) I, PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 15th day of December , 1969, by the following vote: AYES: COUNCILMEN: NOES: COUNCILMEN: ABSENT: COUNCILMEN: City Clerk LAW OFFICES OF GANAHL & GANAHL 1011 VICTORIA AVENUE JOHN T. GANAHL "` POST OFFICE BOX 666 ALPHONSE E. GANAHL CORONA,CALIFORNIA 91720 of COUNSEL (714)737-3665 November 19 , 1969 Mr . Paul C . Jones City Clerk P .O.Box 190 Huntington Beach, California 92648 Re: Assessment District No. 6803 Huntington Beach, California Dear Paul: Enclosed herewith for execution and filing your affidavit of posting of the notice inviting sealed bids , and affidavits of mailing .of copies of the notice of public hear- ing under the Debt Limit Act , and copies of the resolution of intention. Sincerely-yours , OHN T. GANAHL JTG:K Encls (Published Huntington Beach News 1. GREEN STREET from the existing off any of such bonds and discharge Nov. 13, Nov. 20, 1969) domestic water system in its intersec- the land described in any of such bonds RESOLUTION OF INTENTION NO. 3071 tion with Warner Avenue to its inter- from the lien of said assessment prior to ASSESSMENT DISTRICT NO. 6803 section with Pearce Street. its maturity and the commencement of HUNTINGTON BEACH, CALIFORNIA 2. MILO STREET. from the domestic proceedings for sale. The City Council of the City of Hunt- water line to be constructed in:its inter- SECTION 5: The time and place for ington Beach, California, in regular ses- section with Green Street as aforesaid hearing any written protest of any and sion assembled, does hereby resolve and to a point in Milo Street 165 feet West all persons to said work and improve- determine as follows: of the center line of Green Street. ments, or to the grades to which said SECTION 1: The public interest and 3. PEARCE STREET from the domestic work is to be done, or to the boundaries convenience require, and it is the inten- water line to be constructed in its inter- of the district proposed to be assessed tion of said City Council to order the section with Bolsa Chico Street to a point to pay the cost and expenses of said following work to be done and improve- in Pearce Street 825 feet West of the work and improvements is hereby fixed ments to be made in Assessment District center line of Bolsa Chico Street. and set for Monday, the 15th day of No. 6803 in said City of Huntington A twelve inch diameter asbestos cem• December, 1969 at the hour of 7:30 Beach, California, to wit. ent domestic water line with gate valves, o'clock P.M. of said day, or as soon The construction and installation of appurtenances and appurtenant work, in: thereafter as said hearing can be held, concrete curb and gutter, concrete cross 1. BOLSA CHICA STREET from the in the meeting room of said City Council gutters and aprons, asphalt concrete existing water main at a point approxi- in the City Hall, Huntington Beach, Cali- pavement over aggregate base material, mately 170 feet North of its intersection fornia. the removal of all obstacles in the line with the center line of Warner Avenue SECTION 6: The City Clerk shall give of work, all together with appurtenances to the domestic water line to be con- notice of the adoption of this resolution and appurtenant work, in: - structed in its intersection with Pearce of intention by mail, in the time, form 1. GREEN STREET from a point in its Street as aforesaid. and manner required by law, and shall intersection with Warner Avenue 24 feet SECTION 2: All of the above mentioned cause said resolution of intention to be North of the center line of Warner Ave- work, including the grade to which said published in the time, form and manner nue to its intersection with the Northerly work shall be done and the location required by law. right of way line of Pearce Street. thereof in and upon the streets and rights SECTION 7: The Superintendent of 2. THE NORTHERLY ONE-HALF OF of way above mentioned, shall be done Streets shall cause notice of the adop- WARNER AVENUE for a distance of 60 upon the grades, along the lines, be- tion of this resolution of intention to be feet East and 33 feet West of its inter- tween the points, of the dimensions, at conspicuously posted along the line of section with the center line of Green the places and in the manner described said contemplated work and improve- Street, and set forth in the plans, profiles and ments, and on all the open streets with- 3. MILO STREET from its intersection detailed drawings of said work, and to in the assessment district, in the time, with the center line of Green Street specifications for said work heretofore form and manner required by law. to a point 165 feet West thereof. adopted by said City Council on Novem- SECTION 8: NOTICE IS HEREBY GIVEN 4. THE SOUTHERLY ONE-HALF OF ber-3, 1969 by its Resolution No. 3070, that the grades to which said work is to PEARCE STREET from a point in its which plans, profiles, detailed drawings be done are, or may be in part, new and intersection with Bolsa Chico Street 24 and specifications are on file in the of- different from those heretofore estab- feet West of the center line of Bolsa fice of the City Clerk, and which are lished, or may be and in some cases are Chica Street to a point in Pearce Street hereby referred to for a more particular different from existing ground levels. 825 feet West of said center line. description of said work, grade of said SECTION 9: The total estimated cost 5. THE WESTERLY ONE-HALF OF work, and location of said work in and of said work and improvement, including BOLSA CHICA STREET in its intersection along the streets and rights of way here- estimated incidental costs, is in the with Pearce Street, and for a distance inbefore mentioned. Reference is here- amount of $151,637.11. The City of Hunt- of 43 feet South of its intersection with by made to said plans, profiles, detailed ington Beach shall contribute the actual the center line of Pearce Street; pro- drawings and specifications. cost of the installation of the twelve vided that asphalt concrete berms, rath. SECTION 3: The expenses of said work inch diameter domestic water line and er than concrete curb and gutter shall and improvements shall be chargeable the incidental expenses attributed thereto be installed in the Southerly side of upon a district, which said district said estimated to be in the amount of Pearce Street from points 49 feet to 92 City Council hereby declares to be the $15,605.50. feet West of the center line of Bolsa district benefited by the work and im- SECTION 10: NOTICE IS HEREBY FUR- Chica Street and in the Westerly side of provements herein described and to be THER GIVEN that the report of the En- Green Street from points 50 feet to 92 assessed to pay the cost and expenses gineer of Work upon the proposed work feet North of the center line of Warner thereof. Said district shall include that and improvements, as approved by said Avenue. territory in said City of Huntington Beach City Council, is on file in the office of An eight inch vitrified clay pipe which is shown upon that certain plat or the City Clerk of said City of Huntington sewer main with four inch vitrified clay map thereof now on file in the office Beach, and open to public inspection. pipe house laterals, manholes, lamp- of the City Clerk of said city, entitled ADOPTED the 3rd day of November, holes, trenching and backfilling, appur- "PROPOSED BOUNDARIES OF ASSESS- 1969. tenances and appurtenant work, in: MENT DISTRICT NO. 6803, CITY OF N. JOHN V. V. GREEN 1. GREEN STREET from a manhole to HUNTINGTON BEACH, COUNTY OF OR- Mayor be constructed 90 feet North of the cen- ANGE, STATE OF CALIFORNIA," and ATTEST: ter line of Warner Avenue to a manhole which said map or plat indicates by a PAUL C.JONES to be constructed in the Northerly one- boundary line the extent of the territory City Clerk half of the intersection of Green and included in the proposed district and STATE OF CALIFORNIA Pearce Streets. covers all details as to the extent of COUNTY OF ORANGE ss: 2. MILO STREET from a manhole to the area to be assessed. Reference is CITY OF HUNTINGTON BEACH be constructed in its intersection with hereby made to said map or plat. 1, PAUL C. JONES, the duly elected, Green Street to a lamphole to be con- SECTION 4: Serial bonds shall be structed in Milo Street 165 feet West of issued in the manner and form provided qualified and acting City Clerk - the o the center line of Green Street. in Part 5, Division 7 of the Streets and City of Huntington Beach, and Clerk of the City Council of saaidid city, 3. PEARCE STREET from an existing Highways Code of the State of Califor- eight inch stubout in its intersection nia, the Improvement Act of 1911, to rep- do hereby certify that the whole number with Solsa Chica Street 30 feet West resent unpaid assessments of Fifty Dol- members of the City Council ; the City of the center line of Bolsa Chica Street lars ($50.00) or over. Said bonds shall Cty of Huntington Beach is seven; that to a lamphole to be constructed in bear interest at the rate of seven per- the foregoing resolution was passed and Pearce Street 825 feet West of said con- cent (7%) per annum and the last in- adopted by the affirmative vote of more ter line of Bolsa Chica Street. stallment of said bonds shall mature than a majority of all the members of said City Council at a regular meeting 4. PEARCE STREET from an existing nine (9) years from the second day of eight inch stubout in its intersection January next succeeding the first day thereof held on the rd day of Novem- with Bolsa Chica Street 27 feet East of of September following their date. The ber, 1969, by the following vote: AYES: COUNCILMEN: the center line of Boise Chico Street to redemption provisions of said bonds shall a lamphole to be constructed in Pearce provide, in addition to all other matters Shipley, Bartlett, McCracken, Coen, Green, Matney, Kaufman Street 485 feet East of said center line required by law, for the payment of a NOES: COUNCILMEN: of Bolsa Chica Street, premium of five percent (5%) of the None An eight inch diameter asbestos cem- unmatured principal thereof, should the ABSENT: COUNCILMEN: ent domestic water line with gate valves, owner or any person interested in any None fire hydrants, appurtenances and appur- lot or parcel of land upon which such JONES tenant work, in: bonds have been issued desire to pay PAUL C.City Clerk (Published Huntington Beach News 1. GREEN STREET from the existing off any of such bonds and discharge Nov. 13, Nov. 20, 1969) domestic water system in its intersec- the land described in any of such bonds RESOLUTION OF INTENTION NO. 3071 tion with Warner Avenue to its inter- from the lien of said assessment prior to ASSESSMENT DISTRICT NO. 6803 section with Pearce Street. its maturity and the commencement of HUNTINGTON BEACH, CALIFORNIA 2. MILD STREET from the domestic proceedings for sale. The City Council of the City of Hunt- water line to be constructed in its inter- SECTION 5. The time and place for ington Beach, California, in regular ses- section with Green Street as aforesaid hearing any written protest of any and sion assembled, does hereby resolve and to a point in Milo Street 165 feet West all persons to said work and improve- determine as follows: of the center line of Green Street. ments, or to the grades to which said SECTION 1: The public interest and 3. PEARCE STREET from the domestic work is to be done, or to the boundaries convenience require, and it is the inten- water line to be constructed in its inter- of the district proposed to be assessed tion of said City Council to order the section with Boise Chica Street to a point to pay the cost and expenses of said following work to be done and improve- in Pearce Street 825 feet West of the work and improvements is hereby fixed ments to be made in Assessment District center line of Bolsa Chica Street. and set for Monday, the 15th day of No. 6803 in said City of Huntington A twelve inch diameter asbestos cem- December, 1969 at the hour of 7:30 Beach, California, to wit. ent domest:c water line with gate valves, o'clock P.M. of said day, or as soon The construction and installation of appurtenances and appurtenant work, in: thereafter as said hearing can be held, concrete curb and gutter, concrete cross 1. BOLSA CHICA STREET from the in the meeting room of said City Council gutters and aprons, asphalt concrete existing water main at a point approxi- in the City Hall, Huntington Beach, Cali- pavement over aggregate base material, mately 170 feet North of its intersection fornia. the removal of all obstacles in the line with the center line of Warner Avenue SECTION 6: The City Clerk shall give of work, all together with appurtenances to the domestic water line to be con- notice of the adoption of this resolution and appurtenant work, in: strutted in its intersection with Pearce of intention by mail, in the time, form 1. GREEN STREET from a point in its Street as aforesaid, and manner required by law, and shall intersection with Warner Avenue 24 feet SECTION 2: All of the above mentioned cause said resolution of intention to be North of the center line of Warner Ave- work, including the grade to which said published in the time, form and manner nue to its intersection with the Northerly work shall be done and the location required by law. right of way line of Pearce Street. thereof in and upon the streets and rights SECTION 7: The Superintendent of 2. THE NORTHERLY ONE-HALF OF of way above mentioned, shall be done Streets shall cause notice of the adop- WARNER AVENUE for a distance of 60 upon the grades, along the lines, be- tion of this resolution of intention to be feet East and 33 feet West of its inter- tween the points, of the dimensions, at conspicuously posted along the line of section with the center line of Green the places and in the manner described said contemplated work and improve- Street. and set forth in the plans, profiles and ments, and on all the open streets with- 3. MILO STREET from its intersection detailed drawings of said work, and to in the assessment district, in the time, with the center line of Green Street specifications for said work heretofore form and manner required by law. to a point 165 feet West thereof. adopted by said City Council on Novem- SECTION 8: NOTICE IS HEREBY GIVEN 4. THE SOUTHERLY ONE-HALF OF ber 3, 1969 by its Resolution No. 3070, that the grades to which said work is to PEARCE STREET from a point in its which plans, profiles, detailed drawings be done are, or may be in part, new and intersection with Bolsa Chica Street 24 and specifications are on file in the of- different from those heretofore estab- feet West of the center line of Bolsa fice of the City Clerk, and which are lished, or may be and in some cases are Chica Street to a point in Pearce Street hereby referred to for a more particular different from existing ground levels. 825 feet West of said center line, description of said work, grade of said SECTION 9: The total estimated cost 5. THE WESTERLY ONE-HALF OF work, and location of said work in and of said work and improvement, including BOLSA CHICA STREET in its intersection along the streets and rights of way here- estimated incidental costs, is in the with Pearce Street, and for a distance ir,before mentioned. Reference is here- amount of $151,637.11. The City of Hunt- of 43 feet South of its intersection with by made to said plans, profiles, detailed ington Beach shall contribute the actual the center line of Pearce Street; pro- drawings and specifications. cost of the installation of the twelve vided that asphalt concrete berms, rath- SECTION 3: The expenses of said work inch diameter domestic water line and er than concrete curb and gutter shall and improvements shall be chargeable the incidental expenses attributed thereto be installed in the Southerly side of upon a district, which said district said estimated to be in the amount of Pearce Street from points 49 feet to 92 City Council hereby declares to be the $15,605.50. feet West of the center line of Bolsa district benefited by the work and im- SECTION 10: NOTICE IS HEREBY FUR- Chica Street and in the Westerly side of provements herein described and to be THER GIVEN that the report of the En- Green Street from points 50 feet to 92 assessed to pay the cost and expenses gineer of Work upon the proposed work feet North of the center line of Warner thereof. Said district shall include that and improvements, as approved by said Avenue. territory in said City of Huntington Beach City Council, is on file in the office of An eight inch vitrified clay pipe which is shown upon that certain plat or the City Clerk of said City of Huntington sewer main with four inch vitrified clay map thereof now on file in the office Beach, and open to public inspection. pipe house laterals, manholes, lamp- of the City Clerk of said city, entitled ADOPTED the 3rd day of November, holes, trenching and backfilling, appur- "PROPOSED BOUNDARIES OF ASSESS- 1969. tenances and appurtenant work, in: MENT DISTRICT NO. 6803, CITY OF N. JOHN V. V. GREEN 1. GREEN STREET from a manhole to HUNTINGTON BEACH, COUNTY OF OR- Mayor be constructed 90 feet North of the cen- ANGE, STATE OF CALIFORNIA," and ATTEST: ter line of Warner Avenue to a manhole which said map or plat indicates by a PAUL C.JONES to be constructed in the Northerly one- boundary line the extent of the territory City Clerk half of the intersection of Green and included in the proposed district and STATE OF CALIFORNIA Pearce Streets. covers all details as to the extent of COUNTY OF ORANGE ss: 2. MILO STREET from a manhole to the area to be assessed. Reference is CITY OF HUNTINGTON BEACH be constructed in its intersection with hereby made to said map or plat. I, PAUL C. JONES, the duly elected, Green Street to a Iamphole to be con- SECTION 4: Serial bonds shall be qualified and acting City Clerk of the strutted in Milo Street 165 feet West of issued in the manner and form provided City of Huntington Beach, and exofficio the center line of Green Street. in Part 5, Division 7 of the Streets and Clerk of the City Council of said city, 3. -PEARCE STREET from an existing Highways Code of the State of Califor- do hereby certify that the whole number eight inch stubout in its intersection nia, the Improvement Act of 1911, to rep- of members of the City Council of the with Bolsa Chica Street 30 feet West resent unpaid assessments of Fifty Dol- City of Huntington Beach is seven; that of the center line of Bolsa Chica Street lars ($50.00) or over. Said bonds shall the foregoing resolution was passed and to a Iamphole to be constructed in bear interest at the rate of seven per- adopted by the affirmative vote of more Pearce Street 825 feet West of said cen- cent (7(o) per annum and the last in- than a majority of all the members of ter line of Bolsa Chica Street, stallment of said bonds shall mature said City Council at a regular meeting 4. PEARCE STREET from an existing nine (9) years from the second day of thereof held on the 3rd day of Novem- eight inch stubout in its intersection January next succeeding the first day ber, 1969, by the following vote: with Bolsa Chica Street 27 feet East of of September following their date. The AYES: COUNCILMEN: the center line of Bolsa Chica Street to redemption provisions of said bonds shall Shipley, Bartlett, McCracken, a Iamphole to be constructed in Pearce provide, in addition to all other matters Coen, Green, Matney, Kaufman Street 485 feet East of said center line required by law, for the payment of a NOES: COUNCILMEN: of Bolsa Chica Street. premium of five percent (5%) of the None An eight inch diameter asbestos cem- unmatured principal thereof, should the ABSENT: COUNCILMEN: ent domestic water line with gate valves, owner or any person interested in any None fire hydrants, appurtenances and appur- lot or parcel of land upon which such PAUL C. JONES tenant work, in: bonds have been issued desire to pay City Clerk r ) - -/ 7 -- - C I T Y O F H U N T I i3 P T 0 N B E A C H - - - - - - - - - - - - - - - - - - O R A N G E C 0 U N T Y C A i, I F O R N I A i1 E N G I N F, E R r S R r P 0 R T - - - - - - - - - - - - - - - - D-TVTSION 4 , STREETS AND HIGHWAYS COD- H U N T T N G T 0 N B E A C H 1 I ASSESSMENT DISTRICT Mn. 6803 I REPORT REQUIRED BY THE SPECIAL ASSESSMENT INVESTIGATION, LIMITATION AND MAJORITY PROTEST ACT OF 39319 AND PREPARED PURSUANT TO RESOLUTION NO. 3063 OF THE CITY COUNCIL OF THE CITY OF HURT BEACH, CALIFORNIA. 1. Attached hereto and made a part hereof is a map designated "Exhibit All showing the general nature, location, and extent of the proposed improvement of Assessment District No. 6803 , which is as follows.: The clearing, grubbing, grading, paving, constructing of concrete curbs and gutters, sanitary sewer, house connection sewer, sewer manhole, water main, water house connection, installation of fire hydrant, removal and relocation of obstructions , together with appurtenances and appurtenant work. The above mentioned proposed improvements are to be made in and along those certain streets as shown upon said "Exhibit A". The lands to be assessed to pay the cost of said work or improvements are the same as referred to in Resolution No. 3063 adapted by the City Council of Huntington Beach, California, on the 20th day of October , 1969. 2. The total estimated cost of said improvement; , including incidental expenses of the proceedings , is $1519637.71. Sheet 1 of 8 sheets . 00 y 3. The estimated cost of the proposed improvements is set forth in detail as follows : Item Unit No. Quantity Description Price Total 1. Lump Sum Clearing, Grubbing, etc. Lump Sum 25000 .00 2. 2736 c.y. Excavation 1. 75 4088.00 3. . 810 tons Asphalt Concrete 10. 00 89100. 00 4. 1050 s. f. Asphalt concrete removal 0. 10 105.00 5. 85 l.f. Asphalt Concrete Berm (6") 1.00 85.00 6. 4394 tons Aggregate base 4.35 190113.90 7. 679518 s.f. Compaction 0.06 49051.08 8. 3.1 tons Seal coat 230 .00 713.00 9. 7. 5 tons Prime coat 200. 00 10500.00 10. 3183 l. f. Concrete gutter and curb 2. 30 70320.90 11. 2080 s.f. concrete cross gutter 1. 00 2 ,080.00 12. 2658 l.f. 8" V.C.P. Sewer Main 12 .00 319896 .00 13. 1249 l. f. 4" V.C.P. Sewer Lateral 8. 00 9 ,992.00 14. 7 ea. Standard sewer manhole 500.00 39500.00 15. 3 ea. Standard lamp hole 200. 00 600.00 16. 2220 l. f. 8" A.C.Water Main 8.00 171760. 00 17. 4 ea. 8" gate valve 270. 00 19080. 00 18. 4 ea. Fire hydrant 750. 00 31000.00 19. 1200 l. f. 12" A.C. water main 11.00 13,200 .00 20. 1 ea. 12" gate valve 370. 00 370. 00 21. 161 l. f. Fence Relocation 2.00 322 . 00 22. 188 l.f. Curb only 1. 50 282.00 TOTAL CONSTRUCTION COST 131,858. 88 Sheet 2 of 8 sheets 4. The estimated total amount of Incidental Expenses for said improvement is as follows: Incidental Expenses 16% of $131,858. 88 190778. 83 TOTAL COST 151,637. 71 Less contribution by city 159605. 50 NET ASSESSMENT $ 1369032 .21 be 5. There will/no acquisition of property for said improvement. 6. The City of Huntington Beach will contribute the sum of $15 ,605. 50 toward the cost of said improvement. 7. Attached hereto and made a part hereof is a tabulation marked "Exhibit B" showing: (a) The assessed value of each parcel of land to be specifically assessed as shown on the last equalized assessment roll of the County of Orange, to wit: The 1969-1970 equalized assessment roll, and the total assessed value of said lands. (b) The total assessed value of the improvements of all parcels of land to be assessed as shown by said roll. (c) The total true value of the lands to be assessed, calculated in accordance with the provisions of Part 8 of the Division 4 of Streets and Highways Code of the State of California, and the true value of each parcel of land, calculated in accordance with the provisions of said Part 8. Sheet 3 of 8 sheets (d) The estimated amount of assessment for said improve- ment to be levied upon each parcel of land to be assessed. (e) The total of the amount referred to in Section 7 (d) hereof. (f) The amount , as near as may be determined, of the total principal sum of all unpaid assessment (Special) and special assessments required or proposed to be levied under any completed or pending assessment proceedings , whether direct or ad valorem, upon each parcel of the lands proposed to be assessed which, if the proceedings were begun after said Division 4 becomes effective, would require an investigation and report under said Division 4. 8. Serial bonds bearing interest at the rate of seven per cent, 7%, per annum shall be issued to represent each assessment of Fifty Dollars ($50. 00) or over remaining unpaid for thirty (30) days after the date of the recordation of the warrant. Said serial bonds shall extend over a period ending nine (9) years from the second day of January next succeeding the next September lst following their date. Said bonds shall be issued under the "Improvement Act of 1911" . Division 7 , of the Streets and Highways Code of the State of California. Sheet 4 of 8 sheets 9. Attached hereto is a certified copy of said Resolution No. 30fi3 , adopted by the City Conncil of the City of Huntington Beach on the 20th day of sober ' 1969. Dated: 10/21./69 � Assessment Engineer Approved by the City Council of the City of Huntington Beach, California on October 20. 1969• and filed in my office on October 21_, 1969. Paul C. ones, City Clerk of the City of Huntington Beach, California Sheet 5 of 8 sheets EXHIBIT "B" IN THE MATTER OF THE HUNTINGTON BEACH ASSESSMENT DIS-TRICT NO. 6803 VALUATIONS ASSESSMENTS PARCEL ASSESSED VALUE TRUE VALUE UNPAID PROPOSED PROPOSED AND NUMBER LAND IMPROVEMENTS OF LAND ASSESSMENTS ASSESSMENTS UNPAID ASSESSMENTS DOLLARS DOLLARS DOLLARS DOLLARS ' CTS. DOLLARS CTS. DOLLARS CTS. 1 870 ' 460 1740. 0 00 2569 15 2569 15 2 1750 ' -:a-. 3500 ' 0 00 2569 15 2569 15 3 1750 -_0-- 3500 0 00 ' 2569 15 2569 15 4 1750 -0-' 350.0. ' 0 00 2569 15 2569 15 5 580. 130 1160 0 00 2569 15 2569 15 6 580 29.10- 1160 ' 0 00 2569 15 2569 15 7 580 ' -10: 11-60 0 00 2569 15 2569 15 8 580 -0 1160 0 00 2569 15 2569 15 9. 580 -0 1160 0 00 3477 88 347.7 88 10 580 -0- 1160 ' 0 00 3477 88 3477 88 11 580 1960 1160 0 00 2569 15 2569 15 12 57.0 1360 1140 ' 0 00 2179 29 2179 29, 12A 50 -0= 100- 0 00 192 08 192 08. 13 580 960 - 1160 0 00 2569 15 2569 15 14 580 2670 1160 0 00 2569 15 2569 15 15 580 2140. 1160 ' 0 00 2569 15 2569 15 16 560 1190 112-0 0 00 2491 18 2491 18. 1.7 630 1770, ' 1260 0 00 2647. 13 2647 13 . 181 580 2580 ' 1160 0 00 2569 15 2569 15 19 580 -,0- 1.160 0 00 34-77 88 347.7 88 20 ' 33 ,860 -0- 67-972.0• 0 00 36067-2 78 369672 78 21 229,680 1030 ' 45.9360 0 . 00 10 ,798 83 . 109798 83 , 22 A= -6 -0- 0 00 3492 85 3492 85 23 32'9010 -01- 649-020 0 00 '. 149325 87 149325 87 24 12.9210 =0_ 24,42.0 0 00 101986 21 109986 21 25 1940. ' 5150- ' 3880 0 00 3257 14 3257 14 25A 3280 303E 6560 0 00 0 00 0 001 26 410 1180 820 0 00 1815 75 ' 1815 7S 27• 760 409.0 1520 0 00 1524 76 1524 76 28 1170 ' 2250 2340. - 0 00 1815 75 1815 75 TOTALS 123 '21-0 ' 34 .860 246 ,420 0 00 1 136 4032.21 13A6 .032.21 SHEET 6 OF 8 SHEETS HUNTINGTON BEACH ASSESSMENT DISTRICT NO. 6803 Assmt. Assmt. No. Names and Addresses No. Names and Addresses 1 Thomas J. Armstrong 13 Cecil King 16961 Green Street 100 Atlantic Ave. Apt. 400 Huntington Beach 92646 Long Beach 90802 AP 106-212-11 AP 106-202-25 2 Title Insurance 6 Trust Co. 14 M.Katherine Thomas , et al 3 433 South Spring St. 16793 Green St. 8 Los Angeles , Cal. 90054 Huntington Beach 92647 4 AP 106-212-12 AP 106-202-26 5 Arthur F. Williams 151 Warren H. Thomas 8 16891 Green Street 5909 Hazelbrook 6 Huntington Beach, 92647 Lakewood 90712 AP 106-212-16 6 17 AP 106-202-27 7 Laura D. Carrado 16 Leo T. Chetelat 433 Black Ridge Drive P. 0. Box 163 Henderson, Nevada 89015 Sunset Beach 90742 AP 106-212-18 AP 106-202-16 8 Frances L. Downey 17 Kent M. McClish 4434 East Cooper St. 16761 Green St. Tucson, Arizona 85716 Huntington Beach 92647 AP 106-212-19 AP 106-202-17 6 18 9 Title Insurance 8 Trust Co. 18 Melvin J. Green 433 South Spring St. 16751 So. Green St. Los Angeles, 90054 Huntington Beach 92647 AP 106-212-15 AP 106-202-19 10 Florence M. Golden 19 Frank H. Green 1800 E. Ocean Blvd. Apt. 8 4621 Los Patos Ave. Long Beach 90802 Huntington Beach 92647 AP 106-202-11 AP 106-202-20 11 James A. Wilson 20 Letha W. Atwood 4031 W. 61st St. 46-177 Hwy 74 , Apt. 11 Los Angeles 90043 Palm Desert 92260 AP 106-202-12 AP 106-200-01 12 Daniel L. Castaneda 21 J. Stanley Fuller 17601 Flintstone Lane 16821 Bolsa Chica Huntington Beach 92647 Huntington Beach 92647 AP 106-202-24 AP 106-200-06 12A Green St. Water Asscn. 22 DeYoung Construction Co. P. 0. Box 93 214 South June St. A'untington Beach 92648 Los Angeles 90004 AP 106-202-21 AP 106-200-05 Sheet 7 of 8 sheets HUNTINGTON BEACH ASSESSMENT DISTRICT NO. 6803 Assmt. No. Name and Address 23 George Kachickas et al or Robert F. Nease 701 Lamark Dr. Anaheim 92802 AP 106-h0-24 24 Elsie Jones 5102 Pageantry St, Long Beach 090808 AP 106.-210-14 AP 106-210-09 pt 25 Jack E. Wheelhouse 5032 East Pearce Huntington Beach 92647 AP 146-241-01-pt AP 146-.241-02-pt 26 Albert 0. Feller 5062 Pearce St. Huntington Beach 92647 AP 146-241-18 27 Stella M. Feller 5064 Pearce St. Huntington Beach 92647 AP 146-241-36 28 Edward Rose 15915 Logan Court Fountain Valley 92708 AP 146-241-19 Sheet 8 of 8 sheets PP_ it 0' RESOLUTION NO. 3063 1 RESOLUTION DETERMINING GENERAL NATURE OF WORK AND ORDERING 'INV E ST IGAT I ON REPORT ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA ;r. BE IT RESOLVED by the .City Council of the City of Huntington Beach, State of California , in regular session assembled , that certain improvements are proposed to be done and made within the boundaries of the proposed assessment district- hereinafter ` described within said City of Huntington Beach, California .. In connection therewith, said City Council hereby finds and determines as follows, to wit : 1 . The nature of the proposed improvement consists of the following described work: The construction and installation of concrete curb and gutter , concrete cross gutters and aprons , asphalt concrete pavement over y: aggregate base material, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes , and lampholes , and an eight ;. inch and a twelve inch asbestos cement domestic water main, with gate vales , and fire hydrants , the relocation of an existing fence, the removal of all obstacles in the line of work, all together with appurtenances and appurtenant work, in Green Street from the exist- ing improvements in its intersection with Warner Avenue to its intersection with Pearce Street , in Milo Street from its intersection with Green- Street to a point in Milo Street 165 feet West of the center line of Green Street , and in the Southerly one-half of Pearce Street from a point 165 feet West of the center line of Green Street to the existing improvements in and about its intersection with Bolsa Chica Street , provided that said sewer main shall be constructed in the Northerly one-half of Pearce Street , and shall extend in Pearce Street from a point 165 feet West of the center line of Green Street .to a point- 487 feet East of the center line of Bolsa Chica Street . t . it 2 . The location and extent of said proposed improvement will involve the construction of the above described improvements upon the streets and rights of way hereinbefore set forth. it 3 . The boundaries of the district to be specially assessed to pay any part of the cost of the proposed improvement i are as shown upon a map or plat now on file- in the office of the City Clerk, which said map or plat indicates by a boundary line t the territory to be included in the proposed assessment district , i and which said map or plat governs for all details as to the extent of said proposed district . Said map or plat is designated "EXHIBIT = !j 'A' SHOWING THE GENERAL NATURE, LOCATION AND EXTENT OF THE PROPOSED IMPROVEMENT TO BE ASSESSED TO PAY THE COST THEREOF, AND BY BOUNDARY LINE THE EXTENT OF THE PROPOSED ASSESSMENT DISTRICT. " 4. The statute or law under which it is proposed to conduct proceedings for said improvement is the Improvement Act of �r. ' 1911 of the State of California, Division 7 of the Streets and Highways Code of the State of California, with improvement bonds to be issued pursuant to the provisions of said Improvement Act of 1911 . BE IT FURTHER RESOLVED that the Engineer of Work be and I� he is hereby directed to prepare a written report containing all of the information required by Section 2825 of the Streets and Highways Code of the State of California upon the proposed improvement . it -2- �I , r ADOPTED the 20th day of October , 1969 . Mayor - ATTE ST: City r r i 1 1 I j -3 i i } Res. No. 3064 STATE OF CALIFORNIA ) COUNTY OF ORANGE ss. CITY OF HUNTINGTON BEACH) { I, PAUL C. J ONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the i whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted i by the affirmative vote of more than a majority of all the members of j said City Council at a regular meeting thereof held on the 20th day ' of October, 1969 , by the following vote: AYES: COUNCILMEN: Shipley, Bartlett , McCracken , Kaufman, Matney Coen , Green NOES: COUNCILMEN: None ABSENT: COUNCILMEN: I i None 1 ► i City C rk { I fJ. THEE Clt " `QE HUNT111CC,T.OI�i B�EA\CHil ..._ -.... •-.- ,. ...:-. .. -._ �. -,- .'{-.,? - :+��_ Pr-ems-T:�� l map on File with City Clerk 1 NOTICE OF AWARD OF C014TRACT ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California , in open session , on the 15th day of December , 1969 publicly declared all sealed proposals or bids for performing the work and improvements described in Resolution of Intention No. 3071 of said City Council adopted December 3 , 1969 which said resolution is on file in the office of the Clerk of said City of Huntington Beach, and hereby referred to for a description of said work and improve- ments and for all particulars relative to the proceedings thereunder ; and NOTICE IS ALSO HEREBY GIVEN that said City Council there- after, on the 15th day of December , 1969 awarded the contract for said work and improvements to the lowest responsible bidder , to wit: at the prices named in the bid for said work and improvement of said bidder , which said bid is on file in the office of the City Clerk of said City of Huntington Beach, and to which reference is made and the attention of all persons interested therein is hereby directed. DATED: December 16 , 1969 PAUL C. J ONES City Clerk of the City of Huntington Beach, California NOTICE OF AWARD OF COINTRACT ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that the City Council of the City of Huntington Beach, California , in open session , on the 15th day of December, 1969 publicly declared all sealed proposals or bids for performing the work and improvements described in Resolution of Intention No. 3071 of said City Council adopted _ December 3 , 1969 which said resolution is on file in the office of the Clerk of said City of Huntington Beach, and hereby referred to for a description of said work and improve- ments and for all particulars relative to the proceedings thereunder ; and NOTICE IS ALSO HEREBY GIVEN that said City Council there- after, an the 15th day of December, 1969 awarded the contract for said Work and Improvements to the lowest responsible bidder , to wit: at the prices named in the bid for said work and improvement of said bidder, which said bid is on file in the office of the City Clerk of -said City of Huntington Beach, and to which reference is made and the attention of all persons interested therein is hereby directed. DATED: December 16, 1969 PAUL C. JONES City Clerk of the City of Huntington Beach, California NOTICE OF AWARD OF CONTRACT PROPOSED ASSESSMENT DISTRICT NO. 6803 CITY OF HUNTINGTON BEACH, CALIFORM PURSUANT TO THE REQUIREMENTS OF SECTION 5248 OF THE STREETS AND HIGHWAYS CODE OF THE STATE OF CALIFORNIA NOTICE IS HEREBY GIVEN that a contract has been awarded by the City Council of the City of Huntington Beach, California to contractor, for the construction of certain street improvements in Assessment District No. 6803 City of Huntington Beach, California, and relating to that certain real property situate in the City of Huntington Beach, State of California , which is shown upon that certain plat or map thereof on file in the office of the City Clerk of said City of Huntington Beach, California , entitled "PROPOSED BOUNDARIES OF ASSESSMENT DISTRICT 6803, CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA" and which said map or plat indicates by a boundary line the extent of the territory included in the proposed district and covers all details as to the extent of the area to be assessed, and which said map shall govern for all details as to the extent of the assessment district . This shall constitute notice to all persons that all pro- perty within the boundaries of the proposed assessment district shall be assessed at the time of the confirmation of the assessment under Chapter 16 (co®encing at Section 5360) of Part 3 , Division 7 of the Streets and Highways Code of the State of California, to pay. the cost of the improvement in proportion to the benefits which said property receives from the improvement , notwithstanding the acquisition of any such property by the State or any of its agencies , or by any county, city, municipality or other public or municipal corporation. Refer- ence is made to the minutes of the action taken by the' City Council -1- IL of the City of Huntington Beach, State of California , on file in my office for full particulars . DATED: DECEMBER 16 , 1969 PAUL C. JONES City Clerk of the City of Huntington Beach, California. -2- 4 NOTICE OF AWARD OF CONTRACT PROPOSED ASSESSMENT DISTRICT N0. 6.803 CITY OF HUNT INGT ON BEACH,, C AL IFt NUk PURSUANT TO THE REQUIREMENTS OF SECTIO;d 5248 OF THE STREETS AND HIMAYS CODE OF THE STATE OF CALIFORNIA NOTICE IS HEREBY GIVEN that a contract has been awarded by the City Council of the City of Huntington Beach, California to contractor , for the construction of certain street improvements in Assessment District No. 6803 , City of Huntington Beach, California , and relating to that certain real property situate in the City of Huntington Beach, State of California , which is shown upon that certain plat or map thereof on file in the office of the City Clerk of said City of Huntington Beach, California, entitled "PROPOSED BOUNDARIES OF ASSESSMENT DISTRICT 6803 , CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA" and Which said map or plat indicates by a boundary line the extent of the territory included in the proposed district . and covers all details as to the, extent of the area to be assessed, and which said map shall govern for all details as to the extent of the assessment district . This shall cmwtitute notice to all persons that all pro- perty within the boundaries of the proposed assessment district shall be assessed at the time of the confirmation of the assessment under Chapter 16 (commencing at Section 5360) of Part 3 , Division 7 of the Streets and Highways Code of the State of California , to pay the cost of the improvement in proportion to the benefits which said property receives from the Improvement , notwithstanding the acquisition of any such property by the State or any of its agencies , or by any county, city, municipality or other public or municipal corporation. Refer- ence is made to the minutes of the action taken by the City Council -1- of the City of Huntington Beach, State of California , on file in my office for full particulars . DATED: DECEMBER 16 , 1969 PAUL C. J ONffi City Clerk of the City of Huntington Beach , California. L: ` -2- LAW OFFICES OF GANAHL & GANAH L 1011 VICTORIA AVENUE JOHN T. GANAHL POST OFFICE BOX 666 ALPHONSE E. GANAHL CORONA,CALIFORNIA 91720 OF COUNSEL (714)737-3665 December 5, 1969 Mr. Paul C . J one s City Clerk P.O.Box 190 Huntington Beach, California 92648 Re: Assessment District No. 6803 Huntington Beach, California .Dear Paul: To meet Monday' s deadline for the council meeting of December 15 , 1969, enclosed the following: Several copies of agenda of public hearings, for the assistance of the City Council; The resolution determining feasibility of the work, the resolution ordering work, and the resolution awarding the contract ; The short form and long form of the notice of award of contract . Assuming a contract is let, would you please arrange for publication of the short form of the notice of award of contract in the newspaper on December 18 and December 25, 1969. Would you see that I get a copy of the proof of publication. Would you also please record the long form of the notice of award of contract with the County Recorder, and advise me of the date of recording and instrument number assigned. incerely yours, f OHN T. GA k(M JTG:K Encls cc: James R. Wheeler, Director of Public Works i AGENDA OF PUBLIC HEARINGS CITY OF HUNTINGT ON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY THE 15TH DAY OF DECEMBER , 1969 1 . Public hearings upon Investigation Report and Resolution - of Intention opened by -Mayor 2 . Investigation Report summarized by Engineer of Work 3 . Report -on bids for doing the work presented by Director of Public Works A. Written protests filed , received , read and considered 5 . Oral protests received and considered 6 . Close hearings to .further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed; ADOPT.: Resolution No. Determining Feasibility of -Project , Waiving Debt Limitation, and Overruling Protests (4/5. VOTE IS REQUIRED) Resolution . Ordering Work Resolution Awarding Contract AGENDA OF PUBLIC HEAL .0 ,G:; CITY OF HUNTINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT. NO. 680 MONDAY , THE 15TH DAY OF 1 . Public hearings upon Investigation Report ar. i Resolu_ A.on of Intention opened by Mayor 2 . Investigation Report summarized by Engineer of Work 3 . Report -on bids for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered 5 . Oral protests received and considered 6 . Close hearings to. further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed: ADOPT: Resolution No. Determining Feasibility of Project , Waiving Debt Limitation ,. and Overrcling Protests (4/5 VOTE IS REQUIRED) Resolution Ordering Work Resolution Awarding, Contract AGENDA OF PUBLIC HEM i N CITY OF HUNTINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY , THE 15TH DAY OF DECI:MBER , i_9,:`3 1 . Public hearings upon Investigation Report and Resolu*:ion of Intention opened by Mayor 2 . Investigation Report summarized by Engineer of. Work. 3 . Report -on birds for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered 5 . Oral protests received and considered 6 . Close hearings to. further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed: ADOPT: Resolution No. Determining Feasibility of Project , Waiving Debt Limitation ,. and Overruling Protests (4/5 VOTE IS REQUIRED) Resolution Ordering Work Resolution Awarding Contract AGENDA OF PUBLIC HEAR.T:� CITY OF HUNTINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY THE 15TH DAY OF DiECLEMBER , 1 . Public hearings upon Investigation Report. an,! Resolution of Intention opened by Mayor 2 . Investigation Report suummarized by Engineer of 'Mork ? . Report .on bids for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered S. Oral protests received and considered 6 . Close hearings to. further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the propose,! district , and the City Council desires to proceed; ADOPT : Resolution No. Determining Feasibility of Project , Waiving Debt Limitation, and Overruling Protests (4/5 VOTE, IS REQUIRED) Resolution Ordering Work Resolution Awarding Contract. AGENDA OF PUBLIC CITY OF HUNTINGTON BEACH, CALIFORNDk ASSESSMENT DISTRICT NO. 6803 MONDAY THE 15TH DAY OF. DEC El If: :; , ya:7 1 . Public hearings upon Investigation 'Repo-L-c an i Resolu�ion of Intention opened by Mayor 2 . Investigation Report summarized by Engineer of. Worn 3 . Report -on bids for doing the work presentee' by Director of Public Works 4. Written protests filed , received , read and considered 5 . Oral protests received and considered 6 . Close hearings to . further protest 7 . Assuming that there is .not- a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed. ADOPT : Resolution No. Determining Feasibility of Project , Waiving Debt Limitation, and Overruling .Protests (4/5 VOTE IS REQUIRED) Resolution Ordering Work Resolution Awarding Contract AGENDA OF PUBLIC HET,,,. CITY OF HUNTINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY THE 15TH DAY OF J' '`~"`'3 F"1 ; 1 . Public hearings upon Investigation. Report an ; Resolution of Intention opened by Mayor . 2 . Investigation Report summarized by Engineer of 4orr: 3 . Report .on bids for doing the work presented by Director of Public .Works 4. Written protests filed , received , react and considered 5 . Oral protests received and considered 6 . Close hearings to . further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to pros cel: ADOPT: Resolution No. Determining Feasibil.ity of Project , elaivi:lg Debt Limitation , and Over.rulirq; Protests (4/5 VOTE IS REQUIRED) Resolution Orderine Work Resolution Awarding Contract. AGENDA OF PUBLIC HEAR LN.;:� CITY OF HUh`TINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY , THE 15TH DAY OF DEC i-Q, B E.R , _i 96 9 1 . Public hearings upon Investigation Report an,-! Resolution of Intention opened by Mayor 2 . Investigation Report summarized by Engineer of `V3ork 3 . Report -on bids for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered S . Oral protests received and considered 6 . Close hearings to . further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed: ADOPT : Resolution No. Determining Feasibility of Project , daiving Debt Limitation , and Overruling, Protests (4/5 VOTE IS REQUIRED) Resolution Ordering Work Resolution Awarding, Contract AGENDA OF PUBLIC NELAXFr 11, CITY OF HUNTINGTON BEACH, CALIFORNU ASSESSMENT DISTRICT NO. 6803 MONDAy 15TH D :CEM'5L t THE DAY OF _ _ — 1 . Public hearings upon Investigation ReForr_ arl Resolurioii of Intention opened by Mayor 2 . Investigation Report summarized by Engineer of Work 3 . Report on bids for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered 5 . Oral protests received and considered b . Close hearings to . further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the proposed district , and the City Council desires to proceed: ADOPT : Resolution No. Determining. l'easibilir_y of Project , Waiving Debt Limitation, and Overruling, Protests (4/5 VOTE IS RFQU IRED) Resolution Ordering Work Resolution Awarding Contract AGENDA OF PLC IC CITY OF HtWINGTON BEACH, CALIFORNIA ASSESSMENT DISTRICT NO. 6803 MONDAY THE 15TH DAY OF 1 . Public hearings upon Investigation Repor: er.-] Resol. .tion of Intention opened by Mayor 2 . Investigation Report summnarized by Engineer of Work 3 . Report -on bids for doing the work presented by Director of Public Works 4. Written protests filed , received , read and considered 5 . Oral protests received and considered 6 . Close hearings to further protest 7 . Assuming that there is not. a protest by the owners of a majority of the area within the propose,1 district , and the City Council desires to proceed: ADOPT : Resolution No. Determining Feasibility o. Project , Waiving Debt Limitation ,. and Overruling Protests (4/5 VOTE IS E:EQUIRED) Resolution Ordering; Work Resolution Awarding Contract ;Tr CIt " QF HU TIIi\1 GTO,1`t BRAMFH Map on File with City Clerk RESOLUTION NO. ?Onc,) RESOLUTION APPROVING ASSESSMENT DISTRICT MAP ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California , in regular session assembled , that the proposed boundaries of the assessment district proposed to be assessed in this assessment proceeding to pay any part of the cost of the proposed improvement in this assessment district are as shown upon a map of the assessment district now on file in the office of the City Clerk of the City of Huntington Beach, California, and entitled "PROPOSED BOUNDARIES OF ASSESSMENT DISTRICT 6803 , CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA." and which map indicates by a boundary line the extent of the territory to be included in this proposed assessment district , The City Clerk of said City of Huntington Beach is hereby ordered and directed to endorse upon the original and at least one copy of said map his certificate evidencing the date and adoption of this resolution . Thereafter , said Clerk shall file the original of said map as so endorsed in said Clerk' s office , and shall forthwith thereafter file a copy of said map executed as hereinbefore directed with the County Recorder of Orange County, California . ADOPTED the 3rd day of. November , 1969 . ATTEST• Mayor Ulty Clerk -1- Res . No. 3069 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss: CITY OF HUNTINGTON BEACH) I, PAUL C, JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city , do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 3rd day of November , 1969 , by, the following vote: AYES: COUNCILMEN: Shipley, Bartlett , McCracken , Kaufman , Matne,y , Coen , Green NOES: COUNCILMEN: None ABSENT: COUNCILMEN: None City erk (J RESOLUTION NO. 3070 RESOLUTION ADOPTING PLANS AND SPECIFICATIONS ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California, in regular session assembled , that the plans and specifications submitted by the Engineer of Work of this assessment district for the proposed improvement of: Green Street from Warner Avenue to Pearce Street , Milo Street from Green Street to 165 feet West of the center line of Green Street , Pearce Street from 825 feet West of the center line of Bolsa Chica Street to 485 feet East of said center line , and• Bolsa Chica Street from 170 feet North of the center line of Warner Avenue to Pearce Street , in said City of Huntington Beach, California , said plans and ' specifications being on file in the office of the City Clerk of said City of Huntington Beach, be and they hereby are adopted as the plans and specifications for doing said work and making said improvement . . ADOPTED the 3rd day of November , 1969 . Mayor ATTEST: City Clerrk -1- Res . No. 3070 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss: CITY OF HUNTINGTON BEACH) I. PAUL C.. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach , and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof 'held on the 3rd day of November , 1969 , by the following vote: AYES: COUNCILMEN: ��h i n1 ,-�4T Bartlett ,, McCracken . Ka,ufma.n . Ma.tney,, Coen , Green NOES: COUNCILMEN: NnnP ABSENT: COUNCILMEN: None ity k i RESOLUTION OF INTENTION NO. 3071 ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA i The City Council of the. City of Huntington Beach , California , in regular session assembled, does hereby resolve and determine as follows: SECTION 1: The public interest and convenience require , and it is the intention of said City Council to order the follow- ing work to be done and improvements to be made in Assessment District No. 6803 in said City of Huntington Beach, California , to wit: The construction and installation of concrete curb and gutter , concrete cross gutters and aprons , asphalt concrete , pavement over aggregate base material, the removal of all obstacles in the line of work, all together with appurtenances and appurtenant work, . in: 1 GREEN STREET from a point in its intersection with Warner Avenue 24 feet North of the center line of Warner Avenue to its intersection with the Northerly right of way line of Pearce Street . 2 . THE NORTHERLY ONE-HALF OF WARNER AVENUE for a distance of 60 feet East and 33 feet West of its intersection with the center line of Green Street . 3 . MILO STREET from its intersection with the center line of Green Street to ,a point 165 feet West thereof. 4 . THE SOUTHERLY ONE-HALF OF PEARCE STREET from a point in its intersection with Bolsa Chica Street 24 feet West of the center line of Bolsa Chica Street to a point in Pearce Street 825 feet West of said center line . 5 . THE WESTERLY ONE-HALF OF BOLSA CHICA STREET- in its intersection with Pearce Street , and for a distance of 43 feet South of its intersection with the center line of Pearce Street ; provided that asphalt concrete berms , rather than concrete curb and gutter shall be installed in the Southerly side of Pearce Street r 1- from points 49 feet to 92 feet West of the center line of Bolsa Chica Street and in the Westerly side of Green Street from points 50 feet to 92 feet North of the center line of Warner Avenue . An .eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe house laterals , manholes , lamp- holes , trenching and backfilling, appurtenances and appurtenant work, in: 1 . GREEN STREET from a manhole to be constructed 90 feet North of the center line of Warner Avenue to a manhole to be constructed in the Northerly one-half of the intersection of Green and Pearce Streets . 2 . MILO STREET from a manhole to be constructed in its intersection with Green Street to a lamphole to be con- structed in Milo Street 165 feet West of the center line of Green Street . 3 . PEARCE STREET from an existing eight inch stubout in its intersection with Bolsa Chica Street 30 feet West of the center line of Bolsa Chica Street to a lamphole to be constructed in Pearce Street 825 feet West of said center line of Bolsa Chica Street . 4 . PEARCE STREET from an existing eight inch stubout in. its intersection with Bolsa Chica Street 27 feet East of the center line of Bolsa Chica Street to a lamphole to be constructed in Pearce Street 485 feet East of said center line of Bolsa Chica Street . An eight inch diameter asbestos cement domestic water line with gate valves , . fire hydrants , appurtenances and appurten- ant work, in: 1 . GREEN STREET from the existing domestic water* system in its intersection with Warner Avenue to its intersection with Pearce Street . 2 . MILO STREET from the domestic water line to be constructed in its intersection with Green Street as aforesaid to a point in Milo Street 165 feet West of the center line of Green Street . 3 . PEARCE STREET from the domestic water line to be constructed in its intersection with Bolsa .Chica Street to a point -2- in Pearce Street 825 feet West of the center line' of Bolsa Chica Street . A twelve inch diameter asbestos cement domestic water line with gate valves , appurtenances and appurtenant work, in: 1 . BOLSA CHICA STREET from the existing water main at a point approximately 170 feet North of its intersection with the center line of Warner Avenue .to the domestic water line to be constructed in its intersection with Pearce Street as aforesaid . SECTION 2: All of the above mentioned work, including the grade to which said work shall be done and the location thereof in and upon the streets and rights of way above mentioned , shall be done upon the grades , along the lines , between the points , of the dimensions , at the places and in the manner described and set forth in the plans , profiles and detailed drawings of said work, and to specifications for said work heretofore adopted by � 70 said City Council on. November 3 , 1969 by its Resolution No. , which plans , profiles , detailed drawings and specifications are on file in the office of the City Clerk, and which are hereby referred to for a more particular description of said work , grade of said work, and location of said work in and along the streets and rights of way hereinbefore mentioned . Reference is hereby made to said plans , profiles , detailed drawings and specifications . SECTION 3 : The expenses of said work and improvements shall be chargeable upon a district , which said district said City Council hereby declares to be the district benefited by the work and improvements herein :described and to be assessed to pay the cost and expenses thereof. Said district shall include .-3- that territory in said City of Huntington Beach which is shown upon that certain plat or map thereof now on file in the .office of the City Clerk of said city, entitled "PROPOSED BOUNDARIES OF ASSESSMENT DISTRICT NO. 6803 , CITY OF HUNTINGTON. BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA." and which said map or plat indicates by a boundary line the extent of the territory included in the proposed district and covers all details as to the extent of the area to be assessed . Reference is hereby made to .said map or plat . SECTION 4: Serial bonds shall be issued in the manner and form provided in Part 5 , Division 7 of the Streets and High- ways Code of the State of California , the Improvement Act of 1911 , to represent unpaid assessments of Fifty Dollars ($50.00) or over . Said bonds shall bear interest at the rate of seven percent (7%) per annum and the last installment of said bonds shall mature nine (9) years from the second day of January next succeeding the first day of September following their date . The redemption provisions of said bonds shall provide , in addition to all other matters required by law, for the payment of a premium of five percent (5%) of the unmatured principal thereof, should the owner or any person interested in any lot or parcel of land upon which such bonds have been issued desire to pay off any of such bonds and discharge the land described in any of such bonds from the lien of said assess- ment prior to its maturity and the commencement of proceedings for sale . -4- SECTION 5: The time and place for hearing any written protest of any and all persons to said work and improvements , or to the grades to which said- work is to be done, or to the boundaries of the district proposed to be assessed to pay the cost and ex- penses of said work and improvements is hereby fixed and set for Monday, the 15th day of December , 1969 at the hour of 7 :30 o'clock P .M. of said day, or as soon thereafter as said hearing can be held , in the meeting room of said City Council in the City Hall , Huntington Beach, California . SECTION 6: The City Clerk shall give notice of the adoption of this resolution of intention by mail , in the time, form and manner required by law, and shall cause said resolution of intention to be published in the time, form and manner required by law. SECTION 7 : The Superintendent of Streets shall cause notice of the adoption of this resolution of intention to be con- spicuously posted along the line of said contemplated work and improvements , and on all the open streets within the assessment district , in the time , form and manner required by law. SECTION 8: NOTICE IS HEREBY GIVEN that -the grades to which said work is to be done are, or may be in part , new and different from those heretofore established , ' or may be and in some cases are different from existing ground levels . SECTION 9: The total estimated cost of said work and improvement , including estimated incidental costs , is in the amount -5- of $151 ,637 .11 . The City of Huntington Beach shall contribute the actual cost of the installation of the twelve inch diameter domestic water line and the incidental expenses attributable thereto estimated to be in .the amount of $15 ,605 .50. SECTION 10: NOTICE IS HEREBY FURTHER GIVEN that the report of the Engineer of Work_ upon the proposed work and improve- ments , as approved by said City _Council , is on File in the office of the City Clerk of said City of Huntington Beach, and open to public inspection. ADOPTED the 3rd day of November , 1969 . Mayor ATTEST: City C1 -6- Res . No. 3071 STATE OF CALIFORNIA ) COUNTY OF ORANGE . ) s s: CITY OF HUNTINGTON BEACH) I, PAUL C. JONES, the duly elected , qualified and acting City Clerk of the City of Huntington Beach , and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 3rd day of November , 1969, by the following vote: AYES: COUNCILMEN: Shipley, Bartlett, McCracken, Kaufman, Ma.tney, Coen, Green NOES: COUNCILMEN: None AB S ENT : COUNCILMEN: None City 9,Zerk r�- �ti a _3 tr'i WAS RESOLUTION NO. j072 RESOLUTION ADOPTING SCALE OF PREVAILING WAGE RATES ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California, in regular session assembled , that the general prevailing rate of per diem wages for each type or craft of workman needed to execute or perform the work and improvements in this assessment district are set forth and con- tained in the schedule thereof set forth in Resolution No. 3020 adopted July 7 , 1969, on file in the office of the City Clerk of said City of Huntington Beach , California . • BE IT RESOLVED that reference to said rate shall be made in the notice inviting sealed bids and the contract documents in connection with said work and improvement . ADOPTED the 3z'd day of November. 19bg . Mayor ATTEST: City erk k -1 C Res . No. 3072 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) s s: CITY OF HUNT INGT ON BEACH) I. PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 3rd day of November, 1969, by the following vote: AYES: COUNCILMEN: Shipley , Bartlett . McCracken , Ka.ufmar., Ma.trney, Coen, Green NOES: COUNCILMEN: None ABSENT : COUNCILMEN: None Cit lerk :1 RESOLUTION NO. 307 RESOLUTION CALLING FOR BIDS ASSESSMENT DISTRICT NO. 6803 HUNT INGT ON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California , in regular session assembled, that the time for receiving sealed proposals or bids for doing the work and making the improvements described in Resolution of Intention No. 3071 adopted November 3 , 1969 , is the 15th day of December, 1969 at the. hour of 9: 00 o'clock A.M. Said sealed proposals or bids shall be delivered to the City Clerk of said City of Huntington Beach at his offices in the City Hall in said City of Huntington Beach, California at or before the hour of 9: 00 o' clock A.M. on said 15th day of December , 1969 . Said sealed bids shall be opened , examined and declared by the City Clerk, the City Attorney , and the Director of Public Works of said City of Huntington Beach at a public hearing called for that purpose by said City Clerk in the City Hall of said City of Huntington Beach , California at the hour of 9: 00 o'clock A .M. on Monday, the 15th day of December , 1969 . Said City Clerk shall report the results of said bidding to said City Council at its regular meeting .of December 15 , 1969 . The City Clerk of said City of .Huntington Beach is hereby ordered to give notice inviting such sealed bids or proposals in the time, form and manner required ._1_ a by law. E ADOPTED the 3rd day of -November , 1969 . Mayor- ATTEST: City ClezeK yzs F h., _2_ . j �- Res . No . 3073 STATE OF CALIFORNIA COUNTY OF ORANGE ss: CITY OF HUNTINGT ON BEACH) I, PAUL C . JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 3rd day of November , 1969, by the following vote: AYES: COUNCILMEN: Shipley, Bartlett, McCracken, Kaufman., Ma.tney, Coen, Green NOES: COUNCILMEN: None ABSENT : COUNCILMEN: None City erk RESOLUTION NO. -�064 RESOLUTION APPROVING INVESTIGATION REPORT AND SETTING TIME FOR HEARING THEREON- ASSESSMENT DISTRICT 'NO. 6803 HUNTINGT ON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California, in regular session assembled, that -the Investigation Report of the Engineer of Work containing all of the information required by Section 2825 of the Streets and Highways Code of the State of California in this proposed assess- ment district be and the same hereby is approved, and the City Clerk of said City of Huntington Beach is hereby ordered to endorse the fact and date of this approval upon said report and to file the same .with the records of said Clerk.' BE IT FURTHER RESOLVED that the time and place for hear- ing objections to said report is hereby fixed and set for Monday, the 15th day of December, 1969 at the hour of 7: 30 o'clock P .M. , or as soon thereafter as said hearing can be held, in the meeting room of said City Council in the City Hall , Huntington Beach, California. Said Clerk is hereby ordered to give notice of said hearing in the time, form and manner required by law. ADOPTED the 20th day of October , 1969 . ATTEST: G'• Mayor City Clerk w Res . No. 3( STATE OF CALIFORNIA COUNTY OF ORANGE s s: CITY OF HUNTINGTON BEACH) ;; . I, PAUL C. JONES, the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-o.fficio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held 'on the 20th day of October, 1969 , by the following vote: AYES: COUNCILMEN: Shipley, Bartlett, McCracken, Kaufman , Matne.y, Ceon , Green • NOES: COUNCILMEN: ' None ' ABSENT: COUNCILMEN: None x. City eTerk Y 3. .0 T• i h F = . RESOLUTION NO. 3063 RESOLUTION DETERMINING GENERAL NATURE OF WORK AND ORDERING INVESTIGATION REPORT ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the .City Council of the City of Huntington Beach, State of California , in regular session assembled, that certain improvements are proposed* to be done and made within .V? the boundaries of the proposed assessment district hereinafter described within said City- of Huntington Beach, California . In connection therewith, said City Council hereby finds and determines as follows, to wit: 1. The nature of the proposed improvement consists of the following described work: G The construction and installation of concrete curb and gutter, concrete cross gutters and aprons , asphalt concrete pavement over aggregate base material, 85 linear feet of asphalt concrete berm an eight inch vitrified clay pipe sewer' main with four inch vitrified clay pipe sewer laterals , manholes , and lampholes , and an eight inch and A twelve inch asbestos cement domestic water main, with gate vales and fire hydrants , the relocation of an existing fence, the removal of all obstacles in the line of work, all together with appurtenances and appurtenant work, in Green Street from the exist- ing improvements in its intersection with Warner Avenue to its intersection with Pearce Street , in Milo Street from its intersection with Green Street to a point in Milo Street 165 -feet West of the center line of Green Street , and. in the Southerly one-half of -= Pearce Street from a point 165 feet West -of the center line of Green .r Street to the existing improvements in and about its intersection with Bolsa Chica Street , , provided that said sewer main shall be constructed in the Northerly one-half of Pearce Street , and shall extend in Pearce Street from a point 165 feet West of the center line of Green Street to ,a point 487 feet East of the center line of Bolsa Chica Street . �. -1- 1 2 . The location and extent of said proposed improvement will involve the construction of the above described improvements upon the streets and rights of way hereinbefore set .forth. 3 . The boundaries of the district to be specially assessed to pay any part of the cost of the proposed improvement are as shown upon a map or plat now on file in the office of the City Clerk, which said map or plat indicates by a boundary line the territory to be included in the proposed assessment district , and which said map or plat governs for all details as to the extent of said proposed district . Said map or plat is designated "EXHIBIT 'A' SHOWING THE GENERAL NATURE, LOCATION AND EXTENT OF THE PROPOSED IMPROVEMENT TO BE ASSESSED TO PAY THE COST THEREOF, AND BY BOUNDARY LINE THE EXTENT OF THE PROPOSED ASSESSMENT DISTRICT." . 4.. The statute or law under which it is proposed to conduct proceedings for said improvement is the Improvement Act of 1911 of the State of California, Division 7 of the Streets and . Highways Code of the State of California, with improvement bonds to be issued pursuant to the provisions of said Improvement Act of 1911 . BE IT FURTHER RESOLVED that the Engineer of Work be and he is hereby directed to prepare a written report containing all of the information required by Section 2825 of the Streets and Highways Code of the State of California upon the proposed improvement . 1 ADOPTED the 20th day of October, 1969. Mayor ATTBSf: C ty k F STATE OF CAL IF OR NIA COUNTY OF ORANGE s s CITY OF HUNTINGTON BEACH) I, PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 20th day of October, 1969 , by the following vote: AYES: COUNCILMEN: Shipley , Bartlett , McCracken , Kaufman , Ma.tney, Coen , Green NOES: COUNCILMEN: None ABSENT: COUNCILMEN: None City ZTerk RESOLUTION NO. �062 RESOLUTION ORDERING PLANS, SPECIFICATIONS, ESTIMATE OF COST , AND ASSESSMENT DISTRICT MAP ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH., CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, State of California , in regular session assembled, that the Engineer of Work be and he hereby is authorized and directed to prepare plans and specifications and An estimate of cost for the construction and installation of: curb and gutter , cross gutters, street paving, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe house laterals , and an eight inch and a twelve inch asbestos cement domestic water main in Green Street between Warner Avenue and Pearce Street , in Milo Street from Green Street to 165 feet West of the center line of Green Street , and in Pearce Street from 165 feet West of the center line of Green Street to 487 feet East of the center line of Bolsa Chica Street . BE IT FURTHER RESOLVED that proceedings for such work shall be taken in accordance with the provisions of the Improvement Act of 1911 under a resolution of intention to be hereafter adopted , provided that said City Council obtains jurisdiction to proceed with said work under the provisions of the Special Assessment Investiga- tion, Limitation and Majority Protest Act of 1931 ;. and BE -.IT FURTHER RESOLVED that said Engineer of Work be and he hereby is directed to prepare a plat or map showing the boundaries of the district to be assessed to pay the cost of said proposed work _1_ r and improvement . ADOPTED the 20th day of October, _1969 . Olayor ATTEST: y �v City erk • -2- STATE OF CAL IF OR NIA COUNTY OF ORANGE s s: CITY OF HUNTINGTON BEACH) . I, PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing .resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 20th day of October, 1969 , by the following vote: AYES: COUNCILMEN:' Shipley, Bartlett , McCracken , Kaufman , Ma.tney, Coen . Green • NOES: COUNCILMEN: None ABSENT: COUNCILMEN: None City Merk RESOLUTION NO. 3061 RESOLUTION PROVIDING FOR LIQUIDATED DAMAGES ASSESSMENT DISTRICT M 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of p_ Huntington Beach, State of California, in regular session assembled, that 'in the event the contractor awarded the contract for doing k: the work and making the improvements in this assessment district does not complete said work and improvements within the time limit :. specified in said contract , or within such further time as this City Council shall have authorized, then and in that event the said contractor shall pay to said City of Huntington Beach, California liquidated damages in the amount of $100.00 per day for each and every day's delay beyond said time of completion of said work and improvements . BE IT FURTHER RESOLVED that the specifications for doing said work and making said improvements shall contain provisions in accordance herewith. BE IT FURTHER RESOLVED that any. monies received by .said f: City of Huntington Beach, California on account of such liquidated ,. damages shall be applied as follows: �Y= 1 . If received prior to confirmation of the assessment :4. 4; herein., such monies shall be applied as a contribution against the assessment . 2 . If received after the confirmation of the assessment , such monies shall be applied in the manner provided in Section 5132 .1 of the Streets and Highways Code of the State of California for the disposition 'of excess acquisition funds . 3 . If a contribution has heretofore been made or ordered by any agency, other than this City Council , then a refund shall be made to said contributing agency. in the proportion which said contribution bears to the total cost and expenses of the work. ADOPTED the 20th day of October , 1969. Mayor ATTEST: i C ty er -2- Res . No. 301 9 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) s s: CITY OF HUNTINGTON BEACH) I, PAUL C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 20th day of October, 1969 , by the following vote: AYES: COUNCILMEN: y _Shipley, Bartlett, McCracken, Kaufman, Ma.tney, Coen, Green. NOES: COUNCILMEN: None - ABSENT: COUNCILMEN: None 3' C ty erk c-. RESOLUTION NO. 3060 RESOLUTION DESIGNATING NEWSPAPER ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA BE IT RESOLVED by the' City Council of the City of Huntington Beach, State of California, in regular session assembled, that the HUNTPINGT ON BEACH NEWS, a newspaper published and circulated in the City of Huntington Beach, State of California , be and the same is hereby designated as the newspaper in which shall be published all notices , resolutions , orders and other matters required to be published in connection with the proceedings to be had and taken in this assessment district . ADOPTED the 20th day of October , 1969. 'Maor ATTEST: z.: . City 1 er F. Eg ' �►: Res No. 30bU. 1 f*` STATE OF CAL IF ORNIA ) C 0[JNTY OF ORANGE ) s s: CITY OF HUNT INGT ON BEACH) I, PAUL. C. JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio 4 Clerk of the City Council of said city, do hereby certify that the whole number of members• of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted .= by the affirmative vote of more than a maj ority .of all the members of said City Council at a regular meeting thereof held on the 20th day ., of October, 1969, by the following vote: AYES: COUNCILMEN: _ Shipley, Bartlett , McCracken , Kaufman, Ma.tney, Coen, Green NOES: COUNCILMEN: None ABSENT: COUNCILMEN: None C i F;7 QSIFr r F RESOLUTION NO. W59 RESOLUTION APPOINTING ATTORNEY ASSESSMENT DISTRICT NO. 6803 HUNTINGTON BEACH, CALIFORNIA BE IT RESOLVED by the City Council of the City of Huntington Beach, California , in regular session assembled , that JOHN T. GANAHL be and he hereby is appointed as attorney to prepare all resolutions, notices , and other papers and proceedings for any work and improvement that may be hereafter authorized by said City Council in this assessment district ; and BE IT FURTHER RESOLVED that said attorney shall receive as compensation for his services herein an amount equal to two percent (2%) of the construction costs , but not less than $250.00; and BE IT FURTHER RESOLVED that said compensation shall be paid as follows: 1 . Three-fourths (3/4) thereof at the time of execution of the contract by the contractor who is awarded .said contract by this body, and 2 . The balance thereof at the time of the recording of the assessment , diagram and warrant ; and BE IT FURTHER RESOLVED that if said proceedings shall fail to be carried to conclusion, then said attorney shall be paid a reasonable compensation for his services performed as determined by said City Council; and _1_ 1 BE IT FURTHER RESOLVED that said services shall not in- clude any services for litigation, for preparation of legal de- scriptions , or examination of easements and rights of way, or services in procurement of easements and rights of way, but shall be solely for the preparation of all resolutions , notices , and other papers and proceedings required by the provisions of the Improvement Act of 1911 and the Special Assessment Investigation, Limitation and Majority Protest Act of 1931 in carrying through the proceedings for the work herein contemplated . . ADOPTED the 20th day of October , 1969. aZ �71Y yor ATTEST: City Offrk -2- Res . No. 305S t. STATE OF CALIFORNIA COUNTY OF ORANGE ss: CITY OF HUNT INGT ON BEACH I, PAUL C. JONES, the duly elected, qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 20th day of October, 1969 , by the following vote: AYES: COUNCILMEN: Shipley, Bartlett, McCracken, Kaufman, Matney, Coen, Green NOES: COUNCILMEN: None ABSENT: COUNCILMEN: None City Mrk .f �'r� n s . RESOLUTION NO. 3058 RESOLUTION APPOINTING ENGINEER OF WORK ASSESSMENT DISTRICT- NO. 6803 HUNTINGTON BEACH - CALIFORNIA BE IT RESOLVED by the City' Council of the City of Huntington Beach, California, in regular session assembled , that DONALD E. STEVENS , INC. , Civil Engineers , having their principal office for the doing of business in the City of Costa Mesa , State of California, be and they hereby are appointed as Engineer of Work of this assessment district , and DONALD E. STEVENS of said Engineer of Work is hereby appointed as the authorized representative thereof. BE IT FURTHER RESOLVED that all of the work to be done =�Y in this assessment district shall' be done under the direction and + s to the satisfaction of said Superintendent of Streets , and all materials 1 used in said work shall comply with the specifications and be to the >E. satisfaction of said Superintendent of Streets . ADOPTED the 20th day of October, 1969. �• a 0. r Mayor ATTEST: T' ity erk r r- F' ; STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss : CITY OF HUNTINGTON BEACH) I . PAUL C . JONES , the duly elected , qualified and acting City Clerk of the City of Huntington Beach, and ex-officio Clerk of the City Council of said city, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing resolution was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council at a regular meeting thereof held on the 20th day of October, 1969, by the following vote : AYES : COUNCILMEN: Shipley, Bartlett, McCracken, Kaufman, Ma.tney, Coen, Green NOES : COUNCILMEN: None ABSENT: COUNCILMEN: None Cit erk I November 14, 1969 John T. Ganahl, Attorney P.O. Box 666 Corona, California 91720 Dear Mr. Ganahl: This is to notify you that the Notice of Public Hearing and Resolution of Intention for Assessment District 6803 Dwere posted and mailed on November 14, 1969. We are enclosing three copies of each for preparation of the affidavits of posting and mailing. Sincerely yours, PAUL C. JONES City Clerk By• Assistant City C&erk THE CIt " ®F H I,IJNTI�I GTO N Ric g ■ low, ,w { LAW OFFICES OF GANAHL & GANAHL l 1011 VICTORIA AVENUE JOHN T. GANAHL POST OFFICE BOX 666 ALPHONSE E. GANAHL OF COUNSEL CORONA,CALIFORNIA 91720 (714)737-3665 October 24, 1969 Mr . Paul C. Jones City Clerk P.O.Box 190 Huntington Beach, California 92648 Re: Assessment District No. 6803 Huntington Beach, California Dear Paul: Enclosed herewith the following proposed resolutions in this assessment district , for consideration by the City Council at its meeting of November 3 , 1969: Resolution Approving Assessment District Map. Two copies of this map will be furnished to you by Mr . Stevens prior to November 3 , 1969 . One should be filed in your office , and the other with the County Recorder per time schedule. Resolution Approving the Plans and Specifications . Resolution Establishing Prevailing image Rates . Resolution of Intention. Resolution Calling for Bids . Also enclosed herewith is the proposed form of the notice of public hearing. A copy of this notice, in which you set forth the various assessment numbers and amounts , together with a copy of the resolution of intention , must be mailed to each of the property owners within the district not later than November 14, 1969. , 1 have sent a copy of the resolution of intention to the newspaper , with publication instructions , and have requested it to send you sufficient copies of the resolution of intention for this purpose . Also enclosed is the original and one copy of the notice inviting sealed bids . The original should be filed in your office , r t Mr. Paul C . Jones Page Two 10-24-69 and the copy posted on the council bulletin board by November 14, 1969 . I have requested the newspaper to publish this notice per the time schedule . Assuming that the City Council adopts all of the resolu- tions , would you please advise me of the action of the council thereon. Would you also please advise me of the date of posting of the notice inviting sealed bids and the date of mailing of copies of the notice of public hearing and the resolution of intention, so that I may prepare the proper affidavits for you to sign and file . Sincerely yours , J OHN T. GAN JTG:K Enc 1 s cc: James R. Wheeler Director of Public Works Donald E . Stevens , Inc . Civil Engineers Don P. Bonfa City Attorney A.P. 106-202-21 - "' Green Street Water Association Post Office Boik 93 Huntington Beach, Calif. 92648 NOTICE OF PUBLIC HEARING ASSESSMENT DISTRICT NO. 6803 HUNTINGT ON BEACH, CALIFORNIA NOTICE IS HEREBY GIVEN that land owned by you or in which you are interested is proposed to be assessed for the proposed con- struction and installation of the following described work: The construction and installation of concrete curb and gutter , con- crete cross gutters and aprons , street paving, 85 linear feet of asphalt concrete berm, an eight inch vitrified clay pipe sewer main with four inch vitrified clay pipe sewer laterals , manholes and lampholes , and an eight inch and a twelve inch asbestos cement domestic water main, with gate valves and fire hydrants , the removal of all obstacles in the line of work, together with appurtenances and appurtenant work, in Green Street from Warner Avenue to Pearce Street , in Milo Street from Green Street to a point in Milo Street 165 feet West of the center line of Green Street , in Pearce Street from a ppoint 165 feet West of the center line of Green Street to a point 487 feet East of the center line of Bolsa Chica Street , and in Bolsa Chita Street from the existing water main approximately 170 feet North of its intersection with the center line of Warner Avenue to its intersection with Pearce Street . The estimated cost of said improvement above mentioned is $151 ,637 .71; the assessed value of the lands within the district is $123 ,210.00; the estimated true value of the lands within the district is $246 ,420.00; the estimated total amount of the assess- ment upon lands to be assessed for acquisition or improvements done or heretofore ordered is $ NONE; the estimated amount of the pro- posed assessment upon your lands for the proposed improvement mentioned is $ 192.08 , Assessment Number 12A ; the estimated amount of the proposed assessment is approximate only, is based upon the estimated cost above stated , and is not to be deemed the actual amount which will be assessed . The City of Huntington Beach, California will contribute toward the cost of said work and improvement the actual cost of the installation of the twelve inch asbestos cement water line and the incidental expenses attributable thereto, estimated to be in the amount of $15,605 .50. A hearing will be held in the City Hall in the City of Huntington Beach, California by the City Council of said City of Huntington Beach on the 15th day of December , 1969 at the hour of 7 :30 o'clock P .M. , or as soon thereafter as said hearing can be held , at which time and place all protests and objections will be heard . The proceeding for said improvement is proposed to be conducted under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California . A report on the proposed project is on file in the office of the City Clerk of said City of Huntington Beach, California, and is open to public inspection. DATED: November 4, 1969 . PAUL C. JONES City Clerk of the City of Huntington Beach, California (Published Huntington Beach News 1. GREEN STREET from the existing off any of such bonds and discharge Nov. 13, Nov. 20, 1969) domestic water system in its intersec- the land described in any of such bonds RESOLUTION OF INTENTION NO. 3071 tion with Warner Avenue to its inter- from the lien of said assessment prior to ASSESSMENT DISTRICT NO. 6803 section with Pearce Street. its maturity and the'commencement of HUNTINGTON BEACH, CALIFORNIA 2. MILO STREET from the domestic proceedings for sale. The City Council of the City of Hunt- water line to be constructed in its inter- SECTION 5: The time and place for ington Beach, California, in regular ses- section with Green Street as aforesaid hearing any written protest of any and - sion assembled, does hereby resolve and to a point in Milo Street 165 feet West all persons to said work and improve- determine as follows: of the center line of Green Street. ments, or to the grades to which said SECTION 1: The public interest and 3. PEARCE STREET from the domestic work is to be done, or to the boundaries convenience require, and it is the inten. water line to be constructed in its inter- of the district proposed to be assessed tion of said City Council to order the section with Bolsa Chica Street to a point to pay the cost and expenses of said following work to be done and improve- in Pearce Street 825 feet West of the work and improvements is hereby fixed ments to be made in Assessment District center line of Bolsa Chica Street. and set for Monday, the 15th day of No. 6803 in said City of Huntington A twelve inch diameter asbestos cem- December, 1969 at the hour of 7:30 Beach, California, to wit. ent domestic water line with gate valves, o'clock P.M. of said day, or as soon The construction and installation of appurtenances and appurtenant work, in- thereafter as said hearing can be held, concrete curb and gutter, concrete cross 1. BOLSA CHICA STREET from the in the meeting room of said City Council gutters and aprons, asphalt concrete existing water main at a point approxi- in the City Hall, Huntington Beach, Cali- pavement over aggregate base material, mately 170 feet North of its intersection fornia. the removal of all obstacles in the line with the center line of Warner Avenue SECTION 6: The City Clerk shall give of work, all together with appurtenances to the domestic water line to be con- notice of the adoption of this resolution and appurtenant work, in: strutted in its intersection with Pearce of intention by mail, in the time, form 1. GREEN STREET from a point in its Street as aforesaid. and manner required by law, and shall intersection with Warner Avenue 24 feet SECTION 2: All of the above mentioned cause said resolution of intention to be North of the center line of Warner Ave- work, including the grade to which said published in the time, form and manner nue to its intersection with the Northerly work shall be done and the location required by law. right of way line of Pearce Street. thereof in and upon the streets and rights SECTION 7: The Superintendent of 2. THE NORTHERLY ONE-HALF OF of way above mentioned, shall be done Streets shall cause notice of the adop- - --WARNER AVENUE for a distance of--60 upon the--gradesi-along-the lines, be- --tion of this resolution`of-intention to be feet East and 33 feet West of its inter- tween the points, of the dimensions, at conspicuously posted along the line of section with the center line of Green the places and in the manner described said contemplated work and improve- Street. and set forth in the plans, profiles and ments, and on all the open streets with- 3. MILO STREET from its intersection detailed drawings of said work, and to in the assessment district, in the time, with the center line of Green Street specifications for said work heretofore form and manner required by law. to a point 165 feet West thereof. adopted by said City Council on Novem- SECTION 8: NOTICE IS HEREBY GIVEN 4. THE SOUTHERLY ONE-HALF OF ber 3, 1969 by its Resolution No. 3070, that the grades to which said work is to PEARCE STREET from a point in its which plans, profiles, detailed drawings be done are, or may be in part, new and intersection with Bolsa Chica Street 24 and specifications are on file in the of- different from those heretofore estab- feet West of the center line of Bolsa fice of the City Clerk, and which are lished, or may be and in some cases are Chica Street to a point in Pearce Street hereby referred to for a more particular different from existing ground levels. 825 feet West of said center line. description of said work, grade of said SECTION 9: The total estimated cost 5. THE WESTERLY ONE-HALF OF work, and location of said work in and of said work and improvement, including BOLSA CHICA STREET in its intersection along the streets and rights of way here- estimated incidental costs, is in the with Pearce Street, and for a distance inbefore mentioned. Reference is here- amount of $151,637.11. The City of Hunt- of 43 feet South of its intersection with by made to said plans, profiles, detailed ington Beach shall contribute the actual the center line of Pearce Street; pro- drawings and specifications. cost of the installation of the twelve vided that asphalt concrete berms, rath- SECTION 3: The expenses of said work inch diameter domestic water line and er than concrete curb and gutter shall and improvements shall be chargeable the incidental expenses attributed thereto be installed in the Southerly side of upon a district, which said district said estimated to be in the amount of Pearce Street from points 49 feet to 92 City Council hereby_declares to be the $15,605.50. feet West of the center line of Bolsa district benefited by the work and im- SECTION 10: NOTICE IS HEREBY FUR- Chica Street and in the Westerly side of provements herein described and to be THER GIVEN that the report of the En- Green Street from points 50 feet to 92 assessed to pay the cost and expenses gineer of Work upon the proposed work feet North of the center line of Warner thereof. Said district shall include that and improvements, as approved,by said Avenue. territory in said City of Huntington Beach City Council, is on file in the office of An eight inch vitrified clay pipe which is shown upon that certain plat or the City Clerk of said City of Huntington sewer main with four inch vitrified clay map thereof now on file in the office Beach, and open to public inspection, pipe house laterals, manholes, lamp- of the City Clerk of said city, entitled ADOPTED the 3rd day of November, holes, trenching and backfilling, appur- "PROPOSED BOUNDARIES OF ASSESS- 1969. tenances and appurtenant work, in: MENT DISTRICT NO. 6803, CITY OF N. JOHN V. V. GREEN 1. GREEN STREET from a manhole to HUNTINGTON BEACH, COUNTY OF OR- Mayor be constructed 90 feet North of the cen- ANGE, STATE OF CALIFORNIA," and ATTEST: ter line of Warner Avenue to a manhole which said map or plat indicates by a PAUL C.JONES to be constructed in the Northerly one- boundary line the extent of the territory City Clerk half of the intersection of Green and included in the proposed district and STATE OF CALIFORNIA Pearce Streets. covers all details as to the extent of COUNTY OF ORANGE ss: 2. MILO STREET from a manhole to the area to•be:assessed.- -Reference is CITY-OF_HUNTINGTON_BEACH be constructed in its intersection with hereby made to said map or plat. 1, PAUL C. JONES, the duly elected, Green Street to a lamphole to be con- SECTION 4: Serial bonds shall be qualified and acting City Clerk of the strutted in Milo Street 165 feet West of issued in the manner and form provided City of Huntington Beach, and exofficio the center line of Green Street. in Part 5, Division 7 of the Streets and Clerk of the City Council of said city, 3. PEARCE STREET from an existing Highways Code of the State of Califor- do hereby certify that the whole number eight inch stubout in its intersection nia, the Improvement Act of 1911, to rep- of members of the City Council of the with Bolsa Chica Street 30 feet West resent unpaid assessments of Fifty Dol- City of Huntington Beach is seven; that of the center line of Bolsa Chica Street lars ($50.00) or over. Said bonds shall the foregoing resolution was passed and to a lamphole to be constructed in bear interest at the rate of seven per- adopted by the affirmative vote of more Pearce Street 825 feet West of said cen- cent (7%) per annum and the last in- than a majority of all the members of ter line of Bolsa Chica Street. stallment of said bonds shall mature said City Council at a regular meeting 4. PEARCE STREET from an existing nine (9) years from the second day of thereof held on the 3rd day of Novem- eight inch stubout in its intersection January next succeeding the first day ber, 1969, by the following vote: with Bolsa Chica Street 27 feet East of of September following their date. The AYES: COUNCILMEN: the center line of Bolsa Chica Street to redemption provisions of said bonds shall Shipley, Bartlett, McCracken, a lamphole to be constructed in Pearce provide, in addition to all other matters Coen, Green, Matney, Kaufman Street 485 feet East of said center line required by law, for the payment of a NOES: COUNCILMEN: of Bolsa Chica Street. premium of five percent (5%,) of the None An eight inch diameter asbestos cem- unmatured principal thereof, should the ABSENT: COUNCILMEN: ent domestic water line with gate valves, owner or any person interested in any None fire hydrants, appurtenances and appur- lot or parcel of land upon which such PAUL C. JONES tenant work, in: bonds have been issued desire to pay City Clerk PAUL C. JONES, City Clerk He I& City of Huntington Beach P.O. BOX 190 CALIFORNIA 92646 S'NOV 14 '69 (� i l 6_ -m{ i EP- RET11 .,�1Llti.::/iW S 4� TO�Y�o qncfaim.9%QN CH f ddr Gn 5. u ess• EO / Nosufficfe u°'OWO ed i 12-A AP 106- 2-21 NO s$ch str.ejdress ` Green Street Wa er Association ch i - �O�°t °ff�ce;��u ` Po s `0 f f is e B 93 maif'ntnstata Hunt�gton B ach, Calif. 92648 a 1. A.P. 106-212-11 13 AP 106-202-25 23 AP 106-210-24 Thomas J. Armstrong Cecil King George Kachickas, et al, or 16961 Green Street 100 Atlantic Ave. , Apt. 400- Robert F. Nease Huntington Beach, Calif. 92646 Long Beach, Calif. 90802 701 Lamark Dr Anaheim, Calil. 92802 ---------------- -,-------------------- -- ----- ------ + 2,3,4 A.P. 106-212-12 14 AP 106-202-26 24 AP 106-210-14 Title Insurance and Trust Co. M. Katherine Thomas, et al AP 106-210-09-pt 433 South Spring Street 16793 Green St. Elsie Jones Los Angeles, Calif. 90054 Huntington Beach, Calif. 92647 5102 Pageantry Street Long Beach, Calif. 90808. -- - - --- --- ----- AP 146-241-01-pt 5' 6 A.P. 106-212-16 & 17 15 AP 106-202-27 25 AP 146-241-02-pt Arthur F. Williams Warren H. Thomas Jack E. Wheelhous.e 16891 Green Street ; 5909 Hazelbrook 5032 E. 'Pearce Huntington Beach, Calif. 92647 Lakewood, Calif. 90712 Huntington Beach, Calif.92647 7 AP 106-212-18 16 AP 106-202-16 26 AP 146-241-18 Laura D. Carrado Leo T. Chetelat Albert 0. Feller 433 Black Ridge Drive Post Office Box 163 5062 Pearce St. Henderson, Nevada 89015 Sunset Beach, Calif. 90742 Huntington Beach, Calif-92647 -A�17 AP 106-202-17 '&-18 27 AP 146-241-36 8 AP 106-212-19 16 Frances L. Downey Kent M. McClish + Stella M. Feller 4434 E. Cooper St. 16761 Green Street 5064 Pearce St. Tucson, Arizona : 85716 i Huntington Beach, . Calif-92647 Huntington Beach, Calif. 92647 9 AP 106-212-15 18 AP 106-202-19 28 AP 146-241-19 Title Insurance and Trust Co. Melvin J. Green Edward Rose 433 South Spring Street 16751 South Green Street 15915 Logan Court Los Angeles, Calif. 90054 i Huntington Beach, Calif.92647 Foutain Valley, Calif. 92708 10 AP 106-202-11 19 AP 106-202-20 Florence M. Golden Frank H. Green . 1800 E. Ocean Blvd. , Apt. 8 4621 Los Patos Ave. Long Beach, Calif. -90802 Huntington Beach, Calif-92647 ----------- ---------- -----------------------__--- - -- 11 AP 106-202-12 20 AP 106-200-01 James A. Wilson Letha W. Atwood 4031 W. 61st Street 46-177 Hwy 74, Apt 11 Los Angeles, Calif. 90043 Palm Desert, Calif. 92260 -------------------------- - ------ --------- 12 AP.106-202-24 21 AP 106-200-06 Daniel L. Castaneda J. ,Stanley Fuller 17601 Flintstone Lane 16821 Bolsa Chica Huntington Beach, Calif. 92647 Huntington Beach, Calif-92647 12-A AP 106-202-21 22 AP 106-200-05 Green Street Water Association DeYoung Construction Co. Post Office Box 93 214. South June Street Huntington Beach, Calif. 92648 Los Angeles, Calif. 90004 1. A.P. 106-212-11 13 AP 106-202-25 23 AP 106-210-24 Thomas J. Armstrong Cecil King George Kachickas, et al, or 16961 Green Street 1 100 Atlantic Ave. , Apt. 400. Robert F. Nease Huntington Beach, Calif. 92646I Long Beach, Calif. 90802 701 Lamark Dr Anaheim, Calil. 92802 2,3,4 A.P. 106-212-12 14 AP 106-202-26 24 AP 106-210-14 Title Insurance and Trust Co. M. Katherine Thomas, et al i . AP 106-210-09-pt 433•South Spring Street 16793 Green St. ; Elsie Jones Los Angeles, Calif. 90054 Huntington Beach, Calif. 92647' 5102 Pageantry Street Long Beach, Calif. 90808 — ; - - ------ ----- r ------------------- 5 6 A.P. 106-212-16 d 17 .' 15 AP 106-202-27 I ! ' 25 AP 146-241-AP 146=24101-pt � 02-pt Arthur F. Williams ; Warren H. Thomas i Jack E. Wheelhouse 16891 Green Street 5909 Hazelbrook i 5032 E. -Pearce Huntington Beach, Calif. 92647 Lakewood, Calif. 90712 � . Huntington Beach, Calif.92647 -------------------------------------------- ----------------------------------------- ---- 7 AP 106-212-18 I 16 AP 106-202-16 26 AP 146-241-18 Laura D. Carrado Leo T. Chetelat Albert 0. Feller 433 Black Ridge Drive ;'- Post Office Box 163 5062 Pearce St. Henderson, Nevada 89015 is Sunset Beach, Calif. 90742 Huntington Beach, Calif.92647 8 AP 106-212-19. i 16-A,17 AP 106-202-17 &-18 27 AP 146-241-36 Frances L, Downey Kent M, McClish Stella M. Feller 4434 E. Cooper St. 16761 Green Street 5064 Pearce St. Tucson, Arizona : 85716 Huntington Beach, Calif.92647. Huntington Beach, Calif. 9264 -- -------------------------- 9 A`P 106-212-15 18 AP 106-202-19 28 AP 146-241-19 Title Insurance and Trust Co. Melvin J. Green Edward Rose 433 South Spring Street 16751 South Green Stree.t 15915 Logan Court Los Angeles, Calif. 90054 Huntington Beach, Calif.92647 Foutain Valley, Calif. 92708 10 AP 106-202-11 19 AP 106-202-20 Florence M, Golden Frank H, Green i 1800 E. Ocean Blvd. , Apt. 8 4621 Los Patos Ave. Long Beach, Calif. -90802 Huntington Beach, Calif.92647 , 11 AP 106-202-12 %' 'r 20 AP 106-200-01 i James A. Wilson Letha W. Atwood 4031 W. 61st Street 46-177 Hwy 74, Apt 11 Los Angeles, Calif. 90043 Palm Desert, Calif. 92260 '12 AP.106-202-24 21 AP 106-200-06 Daniel L. Castaneda J. Stanley Fuller 17601 Flintstone Lane 16821 Bolsa Chica Huntington Beach, Calif. 92647 Huntington Beach, Calif.92647 J - - 12-A AP 106-202-21 22 AP 106-200-05 Green Street Water Association DeYoung Construction Co. Post Office Box 93 214. South June Street Huntington Beach, Calif. 92648 Los Angeles, Calif. 90004 . i . _. . _ i . i ' LAW OFFICES OF GANAHL & GANAHL 1011 VICTORIA AVENUE JOHN T. GANAHL POST OFFICE BOX 666 ALPHONSE E. GANAHL OF COUNSEL CORONA,CALIFORNIA 91720 (714)737-3665 February 9 , 1970 A Mr. Paul C. Jones City Clerk P.O,Box 190 Huntington Beach, California 92648 Re: Assessment District No . 6803 Huntington Beach, California Dear Paul: If you have the recording information concern- ing the resolution of abandonment adopted in this matter at . the City Council meeting of January 19, 1970, would you send a copy of the resolution as recorded to me, so that I can complete my record . Sinc rely yours, J'JOHN T. GANA JTG:K i I i U.S.POSTAGE 6c +: LAW OFFICES OF ~� u GANAHL & GANAHL . .�., CFEB 9 1011 VICTORIA AVENUE C u v P .� POST OFFICE BOX 666 ^ CORONA,CALIFORNIA 91720 ,1 1 i Mr. Paul C . Jones h City Clerk P .O.Box 190 Huntington Beach, California 92648 1 1 2/ LAW OFFICES OF G A N A H L & GANAHL 1011 VICTORIA AVENUE JOHN T. GANAHL POST OFFICE BOX 666 ALPHONSE. E.GANAHL CORONA,CALIFORNIA 91720 of couNseL (714)737-3665 January 8, 1970 Mr. Paul C . Jones City Clerk P.O.Box 190 Huntington Beach, California 92648 Re: Assessment District No. •6803 Huntington Beach, California Dear Paul: Enclosed herewith original and one copy of proposed resolution abandoning proceedings in this assessment district , for the consideration of the City Council at its meeting of January 19 , 1970. The resolution must be completed by inserting in the first paragraph the percentage protest . If the City Council adopts this resolution on January 19th, the certification attached to the copy should be completed by you , and then the copy of. the resolution, with the certifica- tion, should be recorded with the County Recorder of Orange County, California . Would you please send me a copy of the resolution as completed and certified by you, together with the recording infor- mation. Thank you . inc rely yours, Jf ' OHN T. GANA JTG:K Encls cc: James R . Wheeler Director of Public Works p- � a � November 7, 1969 { Mr. John T. Ganahl, Attorney P.O. Box 666 Corona, California 91720 Dear Mr. Ganahl: The map on Assessment District No. 6803 was recorded on November 6, 1969 Document No. 3634, n Book 9, Pages 29, 30 & 31. �J Sincerely yours, Paul C. Jones City Clerk PCJ:aw r r November 4, 1969 John T. Ganahl, Attorney at Law P.O. Box 666 Corona, California 91720 Dear Mr. Ganahl: Enclosed herewith, please find copies of Resolutions D 3069 through 3073 - Assessment District 6803, which were adopted by the City Council of Hunting- ton Beach on Monday November,,3, 1969. Sincerely yours, Paul C. Jones City Clerk PCJ:aw Encs. TINGT OHS _ CITY OF HUNTINGTON BE ENGINEERING DEPARTMENT ~♦ ��r r G► i�= '�t�0� Huntington Beach, California �C�UNTY `Py o •��, �'1 August 13, 1968 G �7` b � Q.o <sv Honorable Mayor 'and City Council City of Huntington Beach Attention: Doyle Miller City Administrator Subject: Assessment District 6803 Green and Pearce Streets Gentlemen: Petitions for the proposed Assessment District 6803 were previously transmitted to the City Council and the Council authorized the formation ,of the district. The improvements, as a result of the district, would con- sist of street construction on Green Street and Pearce Street which are located northwesterly from the intersection of Warner Avenue and Bolsa Chica Street. It has not been possible to proceed with the district due to the fact both Green Street and Pearce Street are not public rights of way. Investi- gation has revealed that Green Street was offered for dedication as a part of Tract 349, but was not accepted by the Board of Supervisors at the time of recordation of the map in 1923. It has been determined that the City Council may by resolution accept the offer of dedication of Green Street as a public right of way pursuant to the offer of dedication setforth upon the tract map of Tract 349. Accordingly, it is suggested that youm Honorable Body pass a resolution No 2813 which was prepared by the City Attorney's office. In view of the fact that Pearce Street between Green Street and Bolsa Chica Street was not offered for dedication, it will not be possible to accept it in a manner similar to Green Street. An investigation is being made regarding the possibility of making it a public street in view of the fact that for the past five years it has been used by the public. If this proves to be possible a subsequent resolution will be transmitted to the City Council whereby the street would be established as a public right of way. Very truly yours, . James R. Wheeler Director of Public Works JRW:HEH:ae r c�- 7 O���TIN�6�TppBF CITY OF HUNTINGTON BEACH o �' ? ENGINEERING DEPARTMENT Huntington Beach, California April 18, 1968 APPROVED BY CITY COUNCI, -�Y.......6...;968---__.19....... Honorable Mayor _._................................................................ =--- and City Council CITY CLERK City of Huntington Beach Attention: Mr. Doyle Miller City Administrator Subject: Proposed Green Street Assessment District No. 6803 Gentlemen: Transmitted, herewith, are petitions for the formation of an Assessment District to improve Green Street between Warner and Pearce, and a portion of Pearce Street between Green Street and Bolsa Chica. The area encompassed by the proposed boundary includes 14 residential sized lots and 5 larger parcels for a total of 19 parcels. We have signed petitions representing 75.4% .of the total assessed valuation approving the District, 2.8% disapproving the District, and 21.8% undecided. It is recommended that your Honorable Body accept the petitions and approve the formation of the District. Very truly yours, James R. Wheeler Director of Public Works JRW:DGB:mp Trans. 1 PETITION Date Page 1 of 3 TO: The Honorable City Council City. of Huntington Beach, Calforni a Gentlemen: We, the undersigned property owners, being owners of property located generally on Green Street between Warner Avenue and Pearce Street and specifically as shown on the attached map and in the city of Huntington Beach, County of Orange, and State of California by the special assessment proceedings, and we do hereby waive the investigation proceeding required under the "Special Assessment Investigation, Limitation and Majority Protest Act of 1931,11 Streets and Highway Code Sections 2800 to 3012, inclusive* The acquisition, construction and installation of a certain municipal improvement, to wit: Streets, sewers, and water lines for the petitioned area all in the city of Huntington Beach, Californiao G 07' P v l No. Legal Owner & Address Signature i Y < F z /6 7 S/ s ' OU 93 r --- - -- - -- - - Farm-1 No. ftal Owner & Address Signature 3 � 7,41 /06 - a � 77 ,&/0 6 - 22j&Ljg ah-el 2d!' L J3-9/c�ko e ,ia- �� 3 Parcel No. I 1 Ovmer .& Address Signat e fj" Lots 6, 8 410, Title Insurance andrust -C and k, Block as Trustee under its Trust No. Vice President "H", Tract 349 P-10609 4 s Gp Los Angeles, California 90054 Assistant Secretary �` �(Jef oirie.fo - r. TH�I���Cl�t`YO F H�U�NTI N G.�TO N S�EACH� ■ i AP 106-200-01 AP 106-202-21 AP 106-212-17 Letha W. Atwood Green Street Water Association Arthur F. Williams 74-567 Yucca Tree Dr. Post Office Box 93 Palm Desert, Calif. 92260 Huntington Beach, Calif. 92648 SEE: AP 106-212-16 AP 106-200-05 AP 106-202-24 AP 106-212-18 Wrayanne T. Haltom Daniel L. Castaneda Anthony J. Carrado 3311 Admiralty Dr. Box 454 433 Black Ridge Dr. Huntington Beach, Calif. 92647 Seal Beach, Calif. 90740 Henderson, Nevada 89015 AP 106-200-06 AP 106-202-25 AP 106-212-19 J. STANLEY FULLER Joseph C. King Frances L. Downey 16821 Bolsa Chica 100 Atlantic Ave. , Aft. #400 1533 1/2 Camden Ave. Huntington Beach, Calif. 92647 Long Beach, Calif. 90802 Los Angeles, Calif. 90025 AP 106-202-11 AP 106-202-26 AP 106-202-27 Florence M. Golden M. Katherine Thomas et al Warren Ho Thomas % H. B. Grubbs 16793 Green Street 5909 Hazelbrook 1600 E. Ocean Ave. Huntington Beach, Calif. 92647 Lakewood, Calif. 90712 Long Beach, Calif. 90802 AP 106-202-12 AP 106-210-09 Marion E. Townley Elsie Jones 6400 Choate St. 5102 Pageantry Bakersfield, Calif. 93307 Long Beach, Calif. 90808 AP 106-202-16 AP 106-210-14 Leo J. Chetelat Elsie Jones Box 163 .Sunset Beach, Calif. 90742 SEE: AP 106-210-09 AP 106-202-17, AP 106-210-24 Kent M., McClish George Kachickas et al 16761 Green St. % Robert F. Nease Huntington Beach, Calif. 92647 701 Lamark Dr. Anaheim, Calif. 92802 AP 106-202-18 K AP 106-212-11 Kent M. McClish Thomas J. Armstrong SEE: AP 106-202-17 16961 Green Huntington Beach, Calif. 92646 AP 106-202-19 AP 106-212-12 AP 106-212-15 Melvin J. Green Title Insurance and Trust Co. Title Insurance and Trust Co. 16751 S. Green, B-422 Trust No. PP-10609 Trust No. PP-10609 Huntington Beach, Calif. 92647 433 S. Spring Street Los Angeles, Calif. 90054 SEE: AP 106-212-12 AP 106-202-20 AP 106-212-16 Frank H. Green Arthur F. Williams 4621 Los Patos Ave. 16891 Green St. Huntington Beach, Calif. 92647 Huntington Beach, Calif. 92647 AP 106-200-01 AP 106-202-21 AP 106-212-17 Letha W. Atwood Green Street Water Association Arthur F. Williams 74-567 Yucca Tree Dr. Post Office Box 93 Palm Desert, Calif. 92260 Huntington Beach, Calif. 92648 SEE: AP 106-212-16 AP 106-200-05 AP 106-202-24 AP 106-212-18 Wrayanne T. Haltom Daniel L. Castaneda Anthony J. Carrado 3311 Admiralty Dr. Box 454 433 Black Ridge Dr. Huntington Beach, Calif. 92647 Seal Beach, Calif. 90740 Henderson, Nevada 89015 AP 106-200-06 AP 106-202-25 AP 106-212-19 J. STANLEY FULLER Joseph C. King Frances L. Downey 16821 Bolsa Chica 100 Atlantic Ave. , Apt. #400 1533 1/2 Camden Ave. Huntington Beach, Calif. 92647 Long Beach, Calif. 90802 Los Angeles, Calif. 90025 AP 106-202-11 AP 106-202-26 AP 106-202-27 Florence M. Golden M. Katherine Thomas et al Warren H. Thomas % H. B. Grubbs 16793 Green Street 5909 Hazelbrook 1600 E. Ocean Ave. Huntington Beach, Calif. 92647 Lakewood, Calif. 90712 Long Beach, Calif. 90802 AP 106-202-12 AP 106-210-09 Marion E. Townley Elsie Jones 6400 Choate St. 5102 Pageantry Bakersfield, Calif. 93307 Long Beach, Calif. 90808 AP 106-202-16 AP 106-210-14 Leo J. Chetelat Elsie Jones Box 163 Sunset Beach, Calif. 90742 SEE: AP 106-210-09 AP 106-202-17 AP 106-210-24 Kent M.' McClish George Kachickas et al 16761 Green St. % Robert F. Nease Huntington Beach, Calif. 92647 701 Lamark Dr. Anaheim, Calif. 92802 AP 106-202-18 Kent M. McClish AP 106-212-11 Thomas J. Armstrong SEE: AP 106-202-17 16961 Green Huntington Beach, Calif. 92646 AP 106-202-19 AP 106-212-12 AP 106-212-15 Melvin J. Green Title Insurance and Trust Co. Title Insurance and Trust Co. 16751 S. Green, B-422 Trust No. PP-10609 Trust No. PP-10609 Huntington Beach, Calif. 92647 433 S.' Spring Street Los Angeles, Calif. 90054 SEE: AP 106-212-12 AP 106-202-20 AP 106-212-16 Frank H. Green Arthur F. Williams 4621 Los Patos Ave. 16891 Green St. Huntington Beach, Calif. 92647 Huntington Beach, Calif. 92647 c-, AP 106-200-01 AP 106-202-21 AP 106-212-17 Letha W. Atwood Green Street Water Association Arthur F. Williams 74-567 Yucca Tree Dr. Post Office Box 93 Palm Desert, Calif. 92260 Huntington Beach, Calif. 92648. SEE: AP 106-212-16 AP 106-200-05 AP 106-202-24 AP 106-212-18 Wrayanne T. Haltom Daniel L. Castaneda Anthony J. Carrado 3311 Admiralty Dr. Box 454 433 Black Ridge Dr. Huntington Beach, Calif. 92647 Seal Beach, Calif. 90740 Henderson, Nevada 89015 AP 106-200-06 AP 106-202-25 AP 106-212-19 J. STANLEY FULLER Joseph C. King Frances L. Downey 16821 Bolsa Chica 100 Atlantic Ave. , Apt. #400 1533 1/2 Camden Ave. Huntington Beach, Calif. 92647 Long Beach, Calif. 90802 Los Angeles, Calif. 90025 AP 106-202-11 AP 106-202-26 AP 106-202-27 Florence M. Golden M. Katherine Thomas et al Warren H. Thomas % H. B. Grubbs 16793 Green Street 5909 Hazelbrook 1600 E. Ocean Ave. Huntington Beach, Calif. 92647 Lakewood, Calif. 90712 _Long Beach, Calif. 90802 AP 106-202-12 AP 106-210-09 Marion E. Townley Elsie Jones 6400 Choate St. 5102 Pageantry Bakersfield, Calif. 93307 Long Beach, Calif. 90808 AP 106-202-16 AP 106-210-14 Leo J. Chetelat Elsie Jones Box 163 Sunset Beach, Calif. 90742 SEE: AP 106-210-09 AP 106-202-17 AP 106-210-24 Kent M. McClish George Kachickas et al 16761 Green St. % Robert F. Nease Huntington Beach, Calif. 92647 701 Lamark Dr. Anaheim, Calif. 92802 AP 106-202.-18 Kent M. McClish. AP 106-212-11 I Thomas J. Armstrong SEE: AP 106-202-17 16961 Green Huntington Beach, Calif. 92646' AP 106-202-19 AP 106-212-12 AP 106-212-15 Melvin J. Green Title Insurance and Trust Co. Title Insurance and Trust Co. 16751 S. Green, B-422 Trust No. PP-10609 Trust No. PP-10609 Huntington Beach, Calif. 92647 433 S. Spring Street Los Angeles, Calif. 90054 SEE: AP 106-212-12 AP 106-202-20 AP 106-212-16 Frank H. Green . Arthur F. Williams 4621 Los Patos Ave. 16891 Green St. Huntington Beach, Calif. 92647; Huntington Beach, Calif. 92647 �j • I_ Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's _ 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements TRACT NO. 86, as per map recorded in Book 10, Pages 35 d 36 of Miscellaneous Maps, Records of Orange County, California. Lot. Block 106-200-01 N 1/2 N 1/2 16 7160 - 106-200-05 °° S 82.50 ft 1 16 910 106-200-06 °° S 1/2 Lots 1 & 2 16 4860 1030 EXCEPT S 82.50 ft Lot 1 ALSO EXCEPT S 132 ft Lot 2 TRACT NO. 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 106-202-11 "' 2 G 580 106-202-12 '° 4 G 580 106-202-16 "' Lot 14, Block G 560 1190 EXCEPT N 2 ft i 106-202-17 °' N 2 ft 14 G 50 106-202-18 " 16 G 580 1770 106-202-19 °° 18 G 580 2580 106-202-20 °° 20 G 580 106-202-21 '° E 10 ft S 10 ft 6 G 50 106-202-24 "' Lot 6, Block G, 570 1360 EXCEPT E 10 ft S 10 ft 106-202-25 '° 8 G 580 960 106-202-26 °° 10 G 580 2670 106-202-27 °° 12 G 580 2140 Page 2. Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements TRACT NO. 86, as per map recorded in Book 10, Pages '35 8 36 of Miscellaneous Maps, Records of Orange County, California. Lot Block 106-210-09 W 30 ft Lot 3 16 2030 EXCEPT N 330 ft 106-210-14 E 135 ft W 165 ft S 300.33 ft 9150 Lot 31 Block 16 106-210-24 N 330 ft Lots 3 d 4 24000 EXCEPT S 125.33 ft E 275.03 ft Lot 4, Block 16 TRACT 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 106-212-11 it4 H 870 460 106-212-12 " Luts 6, 8 d 10 H 1750 106-212-15 It 20 H 580 106-212-16 " 12 H 580 130 106-212-17 it 14 H 580 2910 106-212-18 16 H 580 106-212-19 °° 18 H 580 , 1 I. r w i (I i DATE June 5, 1968 AX OUR NO. SS-540 MVICE Of ORANGI C011MY, INC - REF. POST OFFICE BOX I825 1020 NORTH .ROADWAY SANTA AN A. CALIFORNIA City of' Huntington Beach Civic Center Huntington Beach, California Attention: Paul C. Jones Green Street Improvement District, City of Huntington Beach . Assessment District No. 68-03. Furnished Legal descriptions, 1967-68 Valuations, Names and addresses (on stickers for mailing) of assessed. owners $40.00 Assessor's Parcel Maps 106-20 and 106-21 furnished F•204 Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements , TRACT NO. 86, as per map recorded in Book 10, Pages 35 & 36 of Miscellaneous Maps, Records of Orange County, California. Lot. Block 106-200-01 of N 1/2 N 1/2 16 7160 - 106-200-05 '° S 82.50 ft 1 16 910 106-200-06 S 1/2 Lots 1 & 2 16 4860 1030 EXCEPT S 82.50 ft Lot 1 ALSO EXCEPT S 132 ft Lot 2 I TRACT NO. 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 106-202-11 of2 G 580 i 106-202-12 " 4 G 580 I 106-202-16 Lot 14, Block G 560 1190 , EXCEPT N 2 ft 106-202-17 N 2 ft 14 G 50 I 106-202-18 16 G 580 1770 106-202-19 18 G 580 2580 106-202-20 20 G 580 ,I 106-202-21 E 10 ft S 10 ft 6 G 50 106-202-24 "° Lot 6, Block G, 570 1360 EXCEPT E 10 ft S 10 ft 106-202-25 8 G 580 960 106-202-26 " 10 G 580 2670 106-202-27 12 G 580 2140 ' , y I Page 2. Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements TRACT NO. 86, as per map recorded in Book 10, Pages ,35 & 36 of Miscellaneous Maps, Records of Orange County, California. Lot Block 106-210-09 '° W 30 ft Lot 3 16 2030 EXCEPT N 330 ft 106-210-14 E 135 ft W 165 ft S 300.33 ft 9150 Lot 3, Block 16 106-210-24 °° N 330 ft Lots 3 & 4 24000 EXCEPT S 125.33 ft E 275.03 ft Lot 4, Block 16 TRACT 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 106-212-11 of4 H 870 460 106-212-12 ofLets 6, 8 & 10 H 1750 106-212-15 it20 H 580 106-212-16 '° 12 H 580 130 106-212-17 14 H 580 2910 106-212-18 °' 16 H 580 106-212-19 °° 18 H 580 j a. . t it Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements TRACT NO. 86, as per map recorded in Book 10, Pages 35 & 36 of Miscellaneous Maps, Records of Orange County, California. Lot. Block 106-200-01 ItN 1/2 N 1/2 16 7160 - 106-200-05 S 82.50 ft 1 16 910 106-200-06 °° S 1/2 Lots 1 & 2 16 4860 1030 EXCEPT S 82.50 ft Lot 1 ALSO EXCEPT S 132 ft Lot 2 j TRACT NO. 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 1Q6-202-11 2 G 580 106-202-12 4 G 580 106-202-16 Lot 14, Block G 560 1190 EXCEPT N 2 ft 1 106-202-17 N 2 ft 14 G 50 ` 106-202-18 16 G 580 1770 106-202-19 °° 18 G 580 2580 106-202-20 20 G 580 106-202-21 E 10 ft S 10 ft 6 G 50 106-202-24 °' Lot 6, Block G, 570 1360 EXCEPT E 10 ft S 10 ft 106-202-25 °' 8 G 580 960 106-202-26 °° 10 G 580 2670 1 106-202-27 °° 12 G 580 2140 II Page 2. Tax Service No. SS-540 June 5, 1968 CITY OF HUNTINGTON BEACH ASSESSMENT DISTRICT 68-03 Assessor's 1967-68 VALUATIONS Parcel No. Legal Description Real Estate Improvements TRACT NO. 86, as per map recorded in Book 10, Pages •35 & 36 of Miscellaneous Maps, Records of Orange County, California. Lot Block 106-210-09 W 30 ft Lot 3 16 2030 EXCEPT N 330 ft r 106-210-14 E 135 ft W 165 ft S 300.33 ft 9150 Lot 3, Block 16 106-210-24 N 330 ft Lots 3 & 4 24000 EXCEPT S 125.33 ft E 275.03 ft Lot 4, Block 16 TRACT 349, as per map recorded in Book 15, Page 17 of Miscellaneous Maps, Records of Orange County, Calif. 106-212-11 4 H 870 460 106-212-12 '° Luts 6, 8 & 10 H 1750 106-212-15 20 H 580 106-212-16 12 H 580 130 106-212-17 14 H 580 2910 106-212-18 16 H 580 106-212-19 °' 18 H 580 i S �i H1 I�NTI� i�GTON 8?EACH T 111 ' I ■ - - _ -- Map on File with City Clerk ■