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HomeMy WebLinkAboutWWP2700161 SAN-1 LID 292 S-161 1X • ,� ter • _ •-nr�.s SAN-1 Eastwood Falk Ili S-161 w Cnn`i act [1..c it o-- Date -- - 7 4 City of Renton Department of Public Works 2U0 Mill Avenue South Renton, Washington 98055 At_ention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction ..o. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot , Eastwood Park Addition 70$ N.E. 23rd street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obt-in a side sewer connection permit prior to commencement of any work on my property. Signature J7c" ti-_..� J Date .0 M iN �F I j 1 Date City of Fenton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, 'Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Penton, - Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot 2._ Eastwood Park Addition 0<j..JTX E. 23rd Street, Renton, WA 98355 I understand that the cyst of :he side sewer will be added to my assess- ment. i I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signature, r✓ �`. Date C.U: # l CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT LID 292 Eastwood Park Sanitar7 Sewors CAG 00g-7S CONTRACTOR Renton construction Co. Inc. SU144ARY OF PROPOSED CHANGE The contractor has agreed to perform the electrical services for the Eastwood Park lift station from Puget Power pole which is located 185 feet southeasterly of the lift station to the metering box. The conduit: place- ment shall include 10 feet of steel corduit and '0 feet of PVC con�oit to be installer on Puget Power pule, and the rigid conduit under the roadwav section. The conduit at _ wiring :sizes should be determined to accommodate 100--Amp system and in accordance with the National Electric Code, 1975 Edition. The lump stun payment of $1,094.86 shall be full compensation for providing labor, tools, equipment and incidentals required to ' complete the work. - It is the contractor's responsibility to obtain the necessary permits, to perform the .aork and coordinate placement of the conduits with Puget Power. J All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. TWL77,�--TRW C C S N T D N r TE CONTRACT A.9z $29 $1 a6 NT I AMOUNT I THIS ORDERI TOT AL o,ce aFTERCHANGE $:9,aa J SIGNATURES: CONTRAMR� �`� DA T E 22a-75 PROJECT ENGiNEE ~a DATE 2-28-75 ` ti DATE APPROVED is Works Directorj�� AWARDED Contrast No.CIAG TO ♦ ANT ENGINEERING DIVISION BID PROPOSAL and SPECIFICATIONS L111711) 2 (Q-'/ 2 Sanitary Sewer a Lift Station CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE S. L cNTON, WASH. 06055 • (206) 235-2631 I � I I � la ♦ I 1 I t Q 0 3 0 0 , o �w � � • • ,a 1 G [I ♦ • 2 , o •' , 9S > 4 ► 2 1 ,..•.mow �` 1 .� _� :- 7.. :I � f{ M p N M b t 1 Z a„ x24 aa, f' fN 2�y 1 1 � 1 � ♦ G G 'a =� a aw xl� �,z ea. atl N fY ZI. � 29D I Q :,4 1,',2,:, f[I 10 DISTRICT BOUNDARY 2,l L41 2fl Q 7 2M 2M 2N F, � 2a.r aK aPy bf Q Z,i b LI 2 2�1 ZIA A tM `l W p, 2,G 4 arl Mo 2a.D zo LT Q 1 J t M i •S i• ,O 1T V•Tez ►��� �� ,� `n A a N qi Si SI f� qN >w i kf, M CIDQ' � is b f�TM ��G ♦7 7C. H ba �, .r• M. D, D� a 0 =S 2, IO as sI M M Da [, S' 11 tI it I. 1 IG7�.0 PI_. 12 9 4 6 G 7 p • ro n II ID Is �c K n , s . � a W Q � GIT V OF RF_ N 'f ON � ; •1 ,�✓��� [N a•h[CNIN4 D[,•AN, N[ NT P1 '( VICINITY rMAP L.I.D. 292 1 Zr♦ I Ut— P_._. i BIDDER'S SUBMITTAL CHECK LIST This list of documents, to be included in the bid proposal , is for the Bidder's convenience. The following items are to be completed or furnished by the Bidder and submitted as part of the bi proposal . 1 . Certification of Bidder's Affirmative Action Plan 2. Certification by Proposed Contractor, Subcontractor, and Supplier Regardinq Equal Employment Cpportunity 3. Certification of Equal Employment Dppertunity Report 4. Non-Collusion Affidavit 5. Minimum Wage Affidavit 6. Bid Bond Form 7. Proposal 8. Schedule of Prices The above documents must be executed by the Contractor, President and Vice-Pre ident or Secretary if corporation by-laws permit. All pages must be signf In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. i k♦ I a I I L.I.D. 2Q2 EASTWOOD PARK it 'I Summary of Fair Practices Scope of Work Instructions to Bidders Call for Bids Certification by Proposed Contractor Certification of EEO Report Certification of Affirmative action Plan Non-Collusion Affidavit Minimum Wage Form Bid Bond Form Bond to City of Renton Proposal Schedule of Prices Agreement Standard Specifications General Provisions Special Provisions Technical Provisions, Street Technical Provisions, Illumination Technical Provisions, Water Standard Drawings �0V RgYv SUMMARY OF O FAIR PRACTICES POLICY 4 OF THE CITY OF RENTON v �P ADOPTED BY RESOLUTION NO. 18p5 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opportunity based on ability and fitness to all persons regardless of race, creed, color, national origin, sex, physical handicaps or age. This policy shall apply to every aspect of employment practices, employee treatment and public contract. In keeping with this prirciple the following guidelines are established And shall be the governing policy for all departments of the City of Renton. 1. EMPLOYMENT - Recruiting, hiring and appointment practices shall be conducted solely or: the basis of ability and fitness without regard to race, color, creed, national origin, sex, physical handicap or age. 1. PROMOTION - Promotion, downgrading, layoff, discharge d inter- departmental transfer shall be dependent >n individual perf� Dance and work force needs without regard to race, color, creed, national origin, sex, physical handicap or age, and, w.~ever applicable, in agreement with Washington State Council of County and City Cmployees, and in com- pliance with governing Civil SBrvica Laws and Regulations. 3. TRAINZMG - All on-the-job training and city-supported educationa" opportunities shall be administered without discrimination to encourage the fuile�t development of individual interests and aptitudes. i LEPVICE AND EMPL( eEE CONDUCT - The City shall deal fairly and equit- ably with all citizen it serves and all persons it employs. City depart- ments shall maintain ;he policy that no city facility shall be used in the furtherance of any discriminatory practice. Each official and employee shall be responsible to carry out the intent and provisions of this policy. 5. COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City shall cooper- ate to the fullest extent possible with all organizations and commissions concerned with fair practices and equal opportunity employment.. Such organizations include, but are not limited to, the State human Rights Com- mission, the Seattle Human Rignts Commission, Seattle Womens' Commission and the Seattle Technical Advisory Committee on Aging. 6. AFFIRMATIVE ACTION PROGRAM - To facilitate equitable representation within the city work force and assure equal employment opportunity of minorities and women in City Government, an Affirmative Action Program shall be initiated and maintained by the City of Renton. it shall be the responsibility and duty of all City Officials and Department Heads to carry out the policies, guidelines and corrective measures as set forth by this program. 7. CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conducting business with the City of Renton shall affirm and subscribe to ^_he Fair Practices and Non-Discrimination policies set forth therein. 8. POSTING OF POLICY - Copies of this policy shall be distributed to all city employees, shall appear in all upe-ational documentations of the City, including bid calla, and shall be prominently displayed in all city facilities. CONCURRED IN by the City Council of the City of Renton, Washington this 10th da S' of July 1972. CITY OF RENTON RENTON CITY COUNCIL y Gar toG or tot r Earl Clymer qlncil Pros. ATTEST. //� Pro Tom AFFIRMATIVE ACTION PROGRAM City rf Renton The Policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opportu,.._; based on ability and fitness, to all persons regardless of race, creed, color, national origin, sex, physical handicaps, nr age. In recognition of its obligation to provide community leadership to overcome past circumstances which have either barred, not encouraged, or discouraged representative r. inority and female employment, the Cite of Renton has initiated a program of affirmative action designed to asrure that the spirit end intent of this policy is realized. The term minority as used herein shall include, but not be limited to, those identified as Blacks, Spanish-Americans, Asians, and American Indians. The spirit of the equal opportunity policy _ includes such persons as the phvsically handicapped, and those over the age of 45, even though the emphasis is upon minorities and females. The in:rposes of the Affirmative Action Program are to: 1) establish employment practices chat will lead to and maintain a minrria, composition of the Citv of Renton work force that reflects that of the Gicater Renton community; 2) achieve and maintain equitable and full utilization of minority and female employees at all position levels; 3) promote an atmosphere of non-discrimination and fair treatment within city government; 4) provide compliance with State and Federal equal opportunity requirements and regulations. This policy shall be mane known to all empinyees, contractors, subcontractors, and suppliers through distribution of handbooks, bulletins, letters, and personal contacts, conferences and orien- tation sessions. Signed acknowledgments pledging cooperatiun shall be required of all denartment heads and supervisory personnel in the City of Renton and, where appropriate, of all contractors, subcontractors, and supiliers engaged in City-administered projects. Such contractors, subcontractors, and suppliers to whom this policy shall apply to shall include those with _o Average annual employment level of 25 and/or those who annually de business with the City of Renton in an amount exceeding $10,000. I. PROGRAM RESPONSIBILITY To assure that the equal opportunity policy and the provisions of the Affirmative Action Program are carried out, an Equal Opportunity officer shall be appointed or designated by the Mayor. The Officer shall be the focal point for the City's equal opportunity efforts and will advise and assist staff and management nersonnel in all ^atters relating to imolementat.on of and compliance with the Affirmative Action Plan, and be responsible for the successful execution of this program, utilizing the assistance of appropriate state and community agencies and organizations and maintain close liaison with the Mayor and City Council on the progress of the program. The Equal Opportunity Officer will have the responsibility to: A. Initiate, coordinate, and evaluate the City's plans and programs which are designed to ensure that all current and p-os- pective employees receive the benefits of equal employment opportunities. B. Evaluate the Equal Employment Opportunity Plans and Programs of the City to ensure compliance with the Affirmative Action Policy. C. Coordinate the attention give:, to Laual Employment Opportunity throughout the City. D. Periodically audit the practices of the City and recommend improvements in the Affirmative Action Policy to the Mayor's office. 1 E. Insure that all members of management within the City are fully aware of and in compliance with the intent of the Affirmative Action Policy pertaining to equal employment opportunity. 1 F. Provide continuing communication of the Affirmative Action Policy to management, employees, applicants for employment, and to outside organizations performing services for the City. II. EMPLOYMENT PRACTICES The overall employment Practices provide the key to assuring equal employmant opportunities and achieving an appropriate representa- tion in the City's work force. T. t City of Renton shall undertake the following actions to achieve these objectives: A. Review all position qualifications and job descrintions to insure requirements are relevant to the teeks to be performed. Revise as necessary by deleting requirements not reasonably related to the tasks to be performed in order to facilitate hiring of minorities and women who otherwise might not be considered. B. Pay and `ringe benefits shall depend upon job resnonsi- bility and along w.th overtime work be administered on a nondiscriminatory basis. C. Inform and provide guidance to those staff and management nersnnnel who make hiring decis-ons that applications for all positions, including those of minorities and women, are to be considered without discrimination. Ana that all applicants shall be given equal opportunity regardless of race, creed, color, national origin, sex, physical handicap or age. Primary consideration shall be given minorities, women, and other definable qroups at any time the City's work force floes not fairly reflect the membership of these groups residing within the Renton employment area. 0. Provide periodic training fo- managers and supervisors in equal opportunity objectives, making use of such programs as currently offered by the Intergovernmental Personnel Program Division of the U. S. Civil Service Commission and other agencies. E. Provide orientation for all new employees specifically emchasizinq how the Citv of Renton assures equal onportunity and the significance of the Affirmative Action Program. Encourage all employees and specifically minorities to avail themselves of services rendered. F. Recruiting shall be accomplished in such a manner as to inform the greatest number of minorities and women possible in the Renton area of employment opportunities and to make known that such applicants are sought. As regard; minorities a des- cription of each position shall be: 1. Advertised in the various Renton area ethnic news media. 2. Circulated to current staff and encourage present employees to refer minority aonlicants. 3. Forwarded to schools in the Renton area with minority students. 4. Distributed to minority and human relations organiza- tions in the Renton area requesting referral of qualified minority applicants. An up-do-date lj.stinq of these organiza- tions and their spokesmen shall be maintained by the EEO Officer and the City Personne, Director. These organizations would be identified as, but not be limited to, the Urban League, Equal Opportunity Center, Neida, Rinetachopi, Etc. All employment notification shall include the "Equal Opportunity Employer" statement and date of publication shall be at least five days prior to cut-off date for receiving applications. G. Programs such as apprentice, summer and part-time trainees, intern, and other supplementary hiring programs shall be considered in the same manner as full-time City positions and be subject to the provisions of the Equal Opportunity and Affirmative Action Programs. III. EMPLOIEE DEVELOPMENT The hiring of minori�ies and women on a fair and equitable basis is only the first step in affording equal employment opportunity. Skill development, promotions, and equal nondiscriminatory on-the- job treatment are of equal importance to both the individual and to the Cicy. The following actions shall be undertaken to achieve employee job satisfaction and fair treatment and to more success- fully utilize women and minority persons in our work force. A. Assure that there shall be no discrimination for reason of race, color, creed, sex, age, or physical handicaps with regard to upgrading, promotions, transfer and demotion, lay off and termination of employees. Any action which might adversely affect minorities or women will be brouqht to the attention of the Equal Opportunity Officer. Employee grievances arising from such action shall receive immediate attention in accordance with Section VI. B. Develop a skill inventory for employees which can be used to identif,, supervisory and managerial level position potential. This shall be accomplished by: 1. Obtaining from the employees a written statement as to their desires, skills, a_,d interest in higher paid positions. Periodic review and anal,•sis of employee development progress and readiness to assume higher positions. 3. Identif^ soecific positions for which employee qualities, and assure that requests for interdepartmental transfers and promotions arp QOnaidered without discrimination. C. Actively encou.age employees to increase the.,r skills and job potential throuqh training and educational opportunities. Offer guidance and counseling in de:elopinq ?rograms tailored to individual aptitude and desires, takinq full advantage of programs offered by the State Department of Employment Security and Manpower Development Programs. IV. LIAISON AND COORDINATION A. There exist man; organizations vitally corcerned with ,.� equal opportunit_• and fair treatment of minorities, women, and 'he Physically handicapped, and those that are over 45, whose resources can be of valuable assistance to achieving the goals Of this program. The City of Renton through its Equal Opportunity Officer shall maintair, constant contact and coordinate various aspects of the A£fir^,ative Action Program with these organizations. In addition to these already identified with respect to recruiting, hiring, and employee development, working relationships shall be maintained with the various civic, labor, and minority organizations in the greater Renton area. B. The City also recognizes its resnonsibilities to comply with and assure that equal opportunity and nundiscrimination policies of State or Federal agencies with which it conducts business are carried out. Specifically, the City of Renton shall: 1. Be responsible for reportinq to the appropriate agencies any complaints received from any employee of, or an applicant for employment with any City of Renton contractor or subcontractor, subject to Executive Order 11246. 2. Cooperate in special compliance reviews or in investi- qations as requested. 3. Carry out sanctions against a contractor(s) and/or subcontractor(s) as required. 4. Assure itself and the agency es part of the grant application process, that the general or prime contractors will not have submitted pre-packaged bids that deny open bidding to minority or any other subcontractors. Y 5. Fetnish information as required, maintaining an affirmative action file detailing its efforts, with dates, to meet its commitments under Execi -.ive Order 11246. All data and documentation generated as a result of this Affirmative Action Program shall be ma%e available to any Federal or State agency for their review upon request. V. GRIEVANCE PROCEDURES The suc^ess of the Aifirmative Action Program depends largely on the attitude of the community as well as the employee. Opin.on as to what constitutes fair and equal opportunity and treatment may vary widely and grievances may result. The following steps shall be taken immediately for any grievance arising from the imolementation of this program so as tc maintain the best possible employee-suoervisor and city-community relationships: A. The employee shall bring her/his grievance to the atten- tion of ner/his immediate supervisor or department head, who will investigate as recessary to determine the catse of the complaint and work with the employee to effect an equitable solution. Every effort shall be. made to resolve the difficulty at this level. B. At the option of either party, the services of the Equ-1 Opportunity Officer may be requested. The Equal Opportunity Officer shall intervie•., both parties, conduct additional investigation as necessary, and recommend appropriate corrective action and settle- ment conditions. C. In the event that mutual agreement cannot be achieved and binding resolution is required by the city administration, signed statements detailing the grievance and specific investiga- tive action shall be obtained by the Equal Opportunity Officer from the employee and his supervisor. The Equal Opportunity Office- may draw upon all resources at his disposal both internally and those external to the City to arrive at recommended corrective action and settlement conditions. The Equal Opportunity Officer shall forward these statements along with his own investigation renort and recommendations to the Mayor's Office for resolution. D. The Mayor may elect as deemed necessary and as circum- stances so dictate to refer the grievance to a special arbitration committee. (This committee shall be selected from among City employees and consist of an equal number of managemen'—nd staff personnel.) The Equal OoDortunitv Officer and those directly involved in the grievance shall not be voting members of this committee. Proceedings of the committee shall be documented and their decision shall be final and binding subject to review only by the State Human Rights Commission or through the judicial system. All reports, decisions, and other documentation generated by the grievance procedure shall be maintained by the Equal Opportunity Officer as a matter of permanent record. VI. GUIDELINES FOR MINORITY AND FEMALE I'MPLOYMENT Fair Practices and equal opportunity within City governmenr cannot be fully realized until an equitable representation of women and ethnic minorities currently in the Renton area work force are reflected in the City's employ. To determ.ine the area and City work force ptotil.e, the City of Renton shall undertake the action outlined in Section A and B below. As inequities are identified, corrective measures will be initiated as established in Section C. A. Determine t!:e minority and female profile within the Renton emplcyment area in which the maiority of current employees reside. 1. Number of minorities per ethnic group in this area. 2. Generalized locat'on of each minority group (i.e. any significant concentration within the area) . 3. Percentage of minority and female work force as compered to total work force for the entire area. 4. Availability of minorities and females having requisite skills and experience in the labor area. S. The extent of unemployment among the minority and female unemployed work force within the area. B. Perform an analysis of c , City's labor force by job category to determine the placemc c of minorities and females at all levels of responsibility. 1. The namber of employees by job classification for each department in the city. 2. The availability of promotable minority and female employees within the City's offices and divisions. 3. The numb�.r and job classification of employees, by department, who will be retiring within the next five years. This list is to include the tentative date of retirement for each emplcyee. 4. The anticipated turnover of employees due to their inability to perform adequately, by job classification per department, and possible date for action. C. Establish coals and a timetable for the correction of deficiencies identified. These goals and timetables are an essential part of the City's Affirmative Action Program and will be maintained and updated on at least an annual basis. Although the primary concern of these goals is overall minority and female emoioyment, they shall also include minority and female under- utilization within specific job levels: management, professional, technical, office and clerical, and skilled positions. The goals and timetables established as a result of the above analysis shall be reasonably attainable and shall appear as Attachment 1 within 60 days after finalization of this document. The Equal Opportunity Officer shall be responsible for establish- ing these goalr. Specific programs which the City of Renton proposes to undertake C+ to facilitate the achievement of :he set goals shall appear as Attachment 2 elan within 60 days alter approval hereof. These programs shall also be established by the Equal Opportunity Officer. G ATTACIDENT I City of Renton Goals and Timetables The City of Renton, under the established Affirmative Action Program, has set forth a goal of 3.5% minority employment over a timetable span of Sugust 1, 197", through Llccember 31, 1973. The 3.59;, mi.ority employment is based upon an average permanent payroll of approximately 315 employees. This percentage will be re—evaluated in July of each year. The percentage goal is accomplished in the following; manner: The residency of all permanent City employees is plotted on a regional map. The area containing 80`,: permanent force is analyzed using existing cnesus and Renton School District data to determine the nur' er and categories of minorities living in this area. Initially all the total minority population .ati determined at 3y,'. This percentage is then applied to the City permanent v,irk force and goals Cur future minority employment is set acc,,rdingly. .additionally, a comparative study is also made with other municipali— ties within the greater Puget Sound area to establish %alidity of an equitable percentage goal . In the event that the City minority work force is less than the area percentage, a one year period is established as the time in which the CM, will correct the .k ficiency utilizing, measures described in the Citv's .Affirmative Action frog,rart. ATTACINLNT 11 City's Irngrams for Achievement of Goals The City of Renton has set forth a policy that they rill make the necessary notification rv,terdin;, position openings on the permanent staff through public odvt+rti"a�w1d i:. rreater Renton Nows and the Record Chronicle for two weeks prior to interview closmr. Open positions are also registered with the Washington State Employment Security, University of Washington, Seattle University, King County Public Employment prosr+m, City of Seattle Personnel Office; and other municipalities as appropriate. All advertisements contain the words "The City of Renton i,< an equal opportunity employer" and indi— cate that minority applicant, are ;ought . In addition, the following agencies that service it high concentration of minority employment are notified of each position opportunity: Asian Employment, Indian Affairs, PRATT Center, S.O,I.C., Veteran's Adminiscration, Tire Facts and Active Mexicans Develupiaent Center. The City employment applica— tion form has a.lco been revised to mflcrt the eq,e.l opportunity employment ,entivwnt. All those in a poi:itiun to hire, fire or transfer City employees have been intitructed to use nondiscrimination in their judgment of personnel. ,111 decisions relatin_ to winagement—employee relationships will be reviewed by the City's E.O. Office for possible abuse of the City's Fair Practices Policy and ,Affirmative Action Program. we have totally re—evaluateu our ,job descriptions within thr City to insure that qualifications aro realistic--that position criteria reflects skill ll�vel and phy ieal capabilities required for performanc. of task and not it reflection of prevailing labor market. Those positions for which physica.ily handicapped are suited are identified and priority consideration c%ill be given to those individuals. Contractor. Subcontractor, Supplier The City',, Affirmative Action r,rogram •, .Ionl; to all those Join_ business with 'he City re;ardles; of source of funds. Each supplier or contractor laving 2. or more employers and/or contract in excess of $10,000 is required to: (1) Become familiar with the City's Affirmative Action Pro- ram; (2) Certify that they have their own Affirmative Action program; (3) Provide a record of intent to comply by completing the affidavit. The affidavit and a copy of the f.irm's Affirmative Action Program may be provided once each year or with a specific contract. A record is kept of each firm's response, and present and past performance. >n invest.i-ation irto the past performance. is also made at the initial submittal. City records are then reviewed yearly. Firms guilt\ of non-compliance are removed from the eligibility list, notified of this action and causing deficiency, and re-instated when ;;atisfacturily demonstrated to E.O. Officer that deficiencies have been corrected. Compliance is determined :,y a check )f previous performance and on-the-.job inspection Burin_ tho current contract. As part of flit requirement that federally funded contracts for more than $$10,000 are subject to the Executive Order 1124b of September 24, 19oS, as mended ttv Lxecuti•:e Order 11375 of October 13. 19a8, the IT, it coot +cts with general and sub- City of Renton shall include•, contractors, the fol.lw.ieit fuovi-,.inn, : "During the perfoniiancr of this; cnntroot , tho- contractor agrees as follows: "(1) The contractor will not di.cri;nivate against any employee or applicant for empL,)'%Wnt because of race, color, religion, sex, or national on+,in. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: empl-yr„ent, upgrading. de m>tion, or tran,fer; recruitment os .,I.. rtising: layoff or termination: rates of pay or other forms of compensation, and selection for trainin„ includine apprenticeship. The con- tractor agree; to post in conspicuous place:, available to emplovees an•; wpplicaw., for employment notices to be provided by the LPA setting Lorth the pruvir.ions of this nondiscrimina- tion clauso. "('1) The contractor will, in al..l s,)licitations or advertisement, for employee, placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for em+ploymint r.it.hom regard to race, color, religion, sex, or national origin. "(3) The contractor will -end to each labor union or repre- sentative of workers with which he has a collective bargaining ATTACHMENT III (CONT.) Page 2 agreement or ether contract or understanding a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the cont-ractor's commitments under Section 202 of Executive Order No. 11240 of September 24, 19u5 (as amended), and shall post: copies of the notice in con- spicuous places available to employees and applicants for employ- ment. 11(4) The contractor will comply with all provisions of Executive Order No. 1124u of September 24, 1965 (as amended) and of the rules, regulations, and relevant orders of the Secretary of Labor and the Secretary of Housing and Urban Development. "(5) The contractor will furnish all information and reports required by Executive Order No. U246 of September 24, 196; (as amended) and by the rules, regulations, and orders of the Secretary of Labor and the Secretary of Housing and Urban Development pursuant thereto, and will permit access to his books, records, and accounts by the Local Public Agency, the Secretary of Labor, or the Secretary of Housing and Urban De- velopment for purposes of investigation to ascertain compliance with suc�, rules, regula*ions, and orders. "(u) In the event of the contractors' noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, "terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 1124o of September 24, 1965 (as amended), and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 1124o of September 24, 19on (as amended) or by rule, regulation, or order of the Secretary of Labor, the Secretary of Housing and Urban Development, the Local Public Agency, or as otherwise provided by lay. . "(7) The contractor will include the Provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor or the Secretary of housing and Urban Development pursuant to Section 204 of Executive Order No. 11246 of September 24, 19u5 (as amended), so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the Local Public Agency, or the Department of Housing and Urban Development may direct as a means of enforcing Such provisions including sanctions for noncompliance: Provided, however, That in the event the contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the Local Public Agency, or the Department of Housing and Urban Development, the contractor may request the United States to enter into such litigation to protget the interests of the United States. CITY OF RENTON SANITARY SEWER L. I .D. 292 SCOPE OF WORK The work involved under the terms of this contract document shall I be the full and complete installation of the facilities required to provide sanitary sewerage for the area encompassed within the boundaries of L.I .D. 292 to include, but not limited to, 8" gravity sewer pipe, 4" force mai . sewage lift station, 4" gravity side sewers, and complete restoration of all surface material so as to not be a visible detraction. All work shall be as set fcrth in the design drawings and specifications . ,Any a ntractor connected with this project shall comply with all Feder,l , State, County and City codes or regulations applicable to s,.ch work and perform the work in accordance with the Plans and Specifications of this contract document. 1 INSTRUCTIONS TO BIDDERS 1 . Sealed bids for Propsal will be received by the City of Renton at the City Clerk's office in City Hall until At this time the bids will be publicly opened ana read after which the bids will be considered and the award wle as soon as practical . No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the fore ittached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quan- tities and at the unit price bid. The City reserves the right to add to cr elim- inate portions of the work as deemed necessary. 3. Plans may be examined end copies obtained at the City Engineer's office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. Work along highways must be in conformance with the applicable Ccunty or State regulations. 4. T;,c uio price for any item must include the performance of all work and the furnish- ing of all material necessary for completion of that item as described in the specifications. Where alternate material is bid, the bidder shall fully describe the material proposed, either in the bid proposal or supplementary letter attacned to the proposal . 5. The bid price shall, be stated in terms of the units indicated and as a total amount In the event of errors, the unit price bid will govern. Illegible figures will in- validate the bid. 6. The right is reserved to reject any or all bio. to waive informalities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservations to the TREASLZER OF CITY OF RENTON in an amount not less than 5% of the total amount bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satis- factory performance bo,id covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or fefuse to do so, the check shall be forfeited to the City of Rentor as liquidated damage for such fai lure. R. All bids must he self-explanatory. No opportunity will be offered for oral explana- tion except as the City may request further information on particular points. 9. The bidder shall , on request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payments for this work will be in Cash Warrants CITY OF RENTOh! CALL FOR BID EASTWOOD PARK - L.I .D. 292 pealed bids will be received until 2:00 P.M. , January 28, 1975 at the office of the City Clerk and will be opened and publicly read aloud at 2:00 P.M. same day in the 4th floor conference room, City of Renton Municipal Building, 200 Mill Avenue South, for SANITARY SEWER AND LIFT STATION INSTALLA- TION AT N.E. 23RD STREET. Bid proposals delivered in person will be received only at the office of the City Clerk in Ren4.on Municipal Building. Bids received after 2:00 P.M. , January 28 , 1975 will not be considered. The successful bidder will be required to adhere to the general requirements and covenants contained in the "Standard Specifications for Municipal Public Works Construction," 1969 Fdition, as prepared by the Washington State Chapter of the American Public Works Association. The work to be performed shall include furnishing all necessary labor, materials and equipment, and p-rforming all work required for construction of 8" concrete qravity sewer, 4" plastic force main and sewage lift station complete. The City reserves the right to reject any and or all bids and to waive any and/or all formalities. Approved plans and form of contract documents may be obtained at the office of the Public Works Department at the Municipal Building, Renton, Washington for a deposit of $$10.00 each set plus $2.50 to cover postage if mailed. The mail- ing charge will not be refunded. The deposit of $10.00 per -ach set of plans and specifications will be refunded upon return of the specifications in good condition within thirty days after bid opening. A certified check or bid bond in the amount of five (5) percent of the total amount of each bid must accompany each bid. Any bidder who withdraws his p 9 I proposal after the hour set for the opening thereof, and before the execution of contract unless said execution of contract is delayed by City of Renton for a period exceeding ninety (90) days after the time fixed for bid opening, shall forfeit his check or Bid Bond to the City of Renton as liquidated damages. Each shall proposal be submitted only on the prescribed Proposal Form bound in a complete set of Specifications and Contract Documents. The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opportunity based on ability and fitness to all persons regardless of race, creed, color, CALL FGR BID (Cont.) national origin, sex, physical handicaps or age. This policy shall apply to every aspect of employment practices, employee trea_ment and public contact. i e ores meaT, City CC, Dates of Publication: January 17, 1975 January 24p 1975 CERTIFICATION 0Y PROPOSCII CONfWACTOR, S"COVIRACIOR AND bUITLILR RLCARb ING. EgUA, I.MI'4:1T11NT 0PI%TUN11'Y Name of Priaa Contract W[ 7a_t, i �,ar. r.�Itct h.•. ��- This certification is retreircd pursuant to Federal Executive Order li.14- Th, I plraa•PtinA r.l,., and regulation,, proeiuv that any bidder or proapcctt.e contractor, or and It their propused w.:bcontratlor> .old bsuppliera, shall st at,• ub an initial part of the bid or negotiations of the contract w1a•tlur it has participated In any pt..v1t,- contract ur bubcuntrdet wblu•t to the equal uppurtu- 1 city clauee; and, if an, whether it two filed all compliance reports due u,dtr applrcal,le tnbtruetioab. Tile City has Iteretufare• adopted Retaliation ho. 1A0A under dull of July lu, 117.1 ,•btablishing a ',air practice. Pulley", as igtle- arnted by an "Affirmative Action Program" thcre.n eetohl"Ittng and pr.m..lgatiag the pulley of the City of Nvnton to prtmsite otul afford equal treatment 410 wervice to all citrreub and to assure equal .waplorwill oplortunity hosed on ability and fitlebb to all pr R rs,rnw regardless of race, creed, color, national origin, Net, Pity-' I Iwnwleapb or age. This policy ,,hall likcntibc apply to all cantraetors, bubcontrrictors and wppli,a•b conducting buarneba w• thu City of ,•ntoa w who in turn .Istll affirm maul bra•rtbr to acid practices and policies. The aforementioned pruviaianb ,,hall not apply to contract,, or bubcontrdeta for standard coasa•e- cial suppliers or raw materials or firs or organisation. with 1,bs than I. rmployeea and/tor cuutrarta ,•i le,,. limn 510,000 buei- ileaw per smarm wit), tb.: City. When the Caatractor/subcontractor/Supplier Is required by the City of Renton to submit as Afiirmtive Action plan, the mial- mum acceptable per¢enta;;e of minority csployment will be that porcentaae which is currently Bated in ".%ttadmmnt I" (City of Renton Gala and Timetables) in the published City of Renton Affirboativr Action program. The ondcrsigned contractor therefore Covenanlb, ,,t ipulatca and agree,, that Outing tile perfurr,m., of thi., totart,vt hw will ' nut thscrlminote• against any person in blrnee, pramting. diaclarg A crmpenbatia, or it. any ttth•r t••rm ur emiduiun at cmpluy- wait by reuaun of' touch persan's r cc, .reed, color, religion, ancestry or lwtienal orisril as rapltatmtt•d by the "Affirmative Adios Program". Contractor further agrees that he will take affirmative and contirorous action to thotre full coeµtliarrev r•ith such policy and pro- gram in all respects; it being strictly underwtoud slid agreed that foilw,e to camply with any of thu• terms of bald pwr:ibronb shall I.• and constitute a alaterial breach of this detract. Contractor slwill, upon request and/or ae talon as p,otiblr tM•r.•.:fn•r, iurniah unto the City any and all lnCarmaiioh and reports $4 n .fired by the, City to determine whether full compliance ha:, :wen made by the cautractor with said Policy and program and con- tractor will permit accebb to his bookb, raeord,, unit account,, !,y tla• City for the parprbu• of invt,btigaittin to axerluin buck, coepliew". Cohtractur further acknowledges that he has received a trod sad camplete copy If toe Cfty'b "Foie Practice,. r,ltcy" and "Affrrea- tiee Action PrWram". CORT ACf 1MVI' ICATION NO. II CLRTI"!CATION qY CUMACM SUBM14TRACTOktS CCRTIFICATION SUPPLILR'S CERTIFICATION Supplirr`... iddres.: leprewen- Mane: I:,Mt. .. Nab par.iclpoted ill a 1=rcylaoa cont"'I "r oabcont lNcl l,oblt'At to it,, Lq,-"] OppVrtunity Clause.. Yes No Compliance reports +ere required to for filled in cueneetion wrth sash cuntract or subcontract, Yes = No Conte ..•nrAwbcwirtractor/Supplier has filed all eumplianre report,, dw under application fnotructlo:w, Yes= No © N•.na Ru;loired Cam. t If gnawer to item 3 is "Nn", please cuplain rl. detail ton rscrbe slue of this ccrti Cicatiun. ert it lout L;n - The iriformat ion above is true and eomple to to too twat of my knowledge and bel let. Naawe or 'title of ti goer TP�ta.:e ype Signature -- %,t, viewed by City Au+-n..irity: .... .. CERTIFICATION OF EQUAL EFFPLOYIMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and Reports. the filing of Required The bidder _, proposed subcontractor has not __, hereby ce.tlfies that he his _,_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Execu.iv. Orders 10425, 1111L nr 11246, and that he has has not _, filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, A Federal Government contracting or administering agency, or the former Presidents Committee oil Equal Employment Opportunity, all reports due under the applicable filing requ- ir^uenCS. 'Company) ---' By: (Title) - Date: :dote: The above certification is required by the .;qual Employment Opportunity Regulations of the Secretary of Labor (41 CPR 60-1.7 (b) (1) , and must be submitted by bidders and propo6ed subcontractors only in connection with cont- racts and subru tracts which are subject to the equal opportunity c:euse. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 MR 60-1 . 5. (Generally only contracts or eubcontracts of $10,000 or under are exempt. ) Currently, Standard Form 100 (EEr'-1) is the only report required by the Execut- ive Orders or their Implementing regulations. Proposed prime cuntractors and subcontractors who have participated in a p,e- vious contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFF. 60-1 .7 (b) (1) prevents the award of contracts and Pubcontracts unless such contractor submits a tcoort covering the deliquent period or such other period spec'-fied by the Federal Highways Admini6tratfun or by the Director, Office of Federal Contract Compliance, U.S. L'epartmenr of Labor. CERTIFICATION OF BIDDERS AFFIRMATI`JE ACTION PLAN NOTE: FAILURF TO EXECUTE ThIS CERTIFICATE WILL INVALIDATE THE BID ' Bidder is o indicate by check-mark which of the following statements pertains to this hid package, and is to sign the certification for that specific statement: a)T It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Date: (Company) eT — -- OR h) It is hereby certified that ar Affirmative Action Plan is supplied with this Bid Package. Said Plan will be suhjact to review and approval by the City as a pre- requisite to the contract award, and it includes: 1� Goals & Timetables of Minority Manpower Utilization and 2, Specific Affirmative Action Steps directed at in- creasing Minority Manpower Utilization. TCompan,yT__ Date: _—�_ ---- By: ------- -- — ,Title) OR c) It is hereby certified that an Affirmative Action Plan -- will be supplied to the City of Renton within five (5) working days of receipt of registered-mail notification of 1 bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Goals and Timetables of Minority Manpower Utilization and 2) Specific Affirmative Action steps directed at in- creasing Minority Manpower Utilization. ICompany .—_`___ -- -- Date. BY: I NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) �S COUNTY OF ) being duly sworn, deposes and sdys , that he is the ideriticai person who submitted the foregoing proposal or bid, and that suc1. bid is genuine and not sham or collusive or made in the interest or on be- half of any person not therein named, and further, that the deponent has not directly induced or solicited any otter Bidder on the fore- going work or equipment to put in a sham bid, or any other person or corporation to refrain fron bidding, arid that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage ova r other 6,dder or Bidders. SIGN HERE: Subscribed =mod sworn before we this day of , ..A 19 ot�:ar`yTuFr c in and for-the State o residing at therein. MINIMUM WAGE AFFIDAVIT FORM City of Renton ss COUNTY OF I, the .inderaigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in t, Performance of such work; not less than the prevail- ing rate of wage or not less than the minimum rate of wages as speci- fied in the principal contract; that I have read the above and fore- going statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. CSNYF --- --- Subscribed and sworn to before me on this day of _ 19_. otarry Tublic in an Tor tFe State of Washington Residing at BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $___ which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Preserts: That we, , as Principal , and ---- _-_ as Surety, are held and firmiv bound unto the City of Renton, as Obligee, in the penal sun of —_- _ Dollars , for the payment of which the Principa' and the Surety bind themselves, their heirs , executors , administrators , successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with '_'-^ terns of said proposal or bid and award and shall give bond for the faithful per- formance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall , in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids , then this obligation shall be null and void; otherwise it shall be and remain in full force and effec` and the Surety shall forthwith pay and forfeit to the Obligee , as penalty and liquidated damages , the amount of this bond. SIGNED, SEALED AND DATED THIS _---DAY OF 1g 1 ' Received return of deposit in the sum of 8 BGND 10 C!'' Of RENTON KNOW ALL MEN 8Y THESE PRESENTS: That we, the undersigned as principal, and _ corporation organized and existing under the laws of the State of , as a surety ccrpor- ation, and qualified under the laws of the State of Washington to tecome sure- ty upor, bonds of contractors with municipcl corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ for the payment of which sum on demand we bind ourse;vea and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entereu into in pursuance of the statutes of the State of Washington, the Ordinance of the Citv of Renton. Dated at ,_ Washington, this day of , 19__ Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. or by Council action of the City of Renton, passed 19 the Mayor and City Clerk of said City of Renton have let or are about to let to the said the above bounden Principal, a ccrtain contract, the said contract being numbered and providing for (whion contract 1., referred to herein id is made a part hereof as though at- ta.:hed hreto) , and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub-contractors and materi- al, men, and all persons who shall supple said principal or sub-contractors with p-ovisions and supplies for the Lorrving on of said work, and shall hold said CiL, of Renton harmless from any loss or damage occasioned to any person or pro- per,; by reason of any carelessness or negligence on the part of said principal or any sub-contractor in the performance of said work, and shall idemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or devel- oping in the material or workmanship provided or performed under said contract within a period of one vear after its acceptance thereof by the City of Renton, th..n and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect . APPROVED AS TO LEGALITY: APPROVED: PoOPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif that has examined the site of the proposed work and ha read and thoroughly understand__— the plans , specifications and contract governing the work embraced in this improvement, ana the method by which payment will be made for sail work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items all extensions , and total amount of bid should be shown. Show unit prices both in writing and in figures. ) Signature _ Address Names of Members of Pa-tnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at SCHEDULE OF PRICES SCHEDULE "A" (&ote: Gnat prices for all itna:;, dll extensions and total dmounc or oaa must be shown. Show unit prices an both words and layures dnd where conflict occurs the written or typed words ahall prevail.) 17E APPROX. ITEM WITH UNIT PRICtiD BID • UNIT 'RICE AMOUNT NO. QUANTITY (Unit Prices to be written in words) DOLLARS CT'S. DOLLARS CTT 1, Lump Sum Mobilization 7 i $ _ Per Lump Sum (Words) (Figares) 2. Lump Sum Clearing & Grubbing I S --- Per Lump Sum I j i 3. 765 L.F. Trench Excavation & Baekiil'- - Type I _._ $ Per Lin. Ft. —I � I 4. 75 L.F. Trench Excavation & Backfill - Type II 5 Per Lin. Ft. 5. 25 Tons Foundation Material - Ballast i I 1 $ — —i-- Per Ton I b. 45 Tons Gravel for Pipe Bedding - Clays "B"I � iPer Ton --�— 7. 20 C.Y. Select Trench Back�ill $ - _- 1 Per Cu. Yd. 8. 2 EA ( Connection to Exis+ing Manhole Per Each I � 9. i %0 L.F. Cement Concrete Pipe i I ( Par Lin. Ft. � I 10. 830 L.F. 4" Plastic Force Main Per I,in, Ft. -� � I 1 11, 110 Ton lC ld Mix Asphalt Patching I i !Per Ton I j I SCHEDULE OF PRICES SCHEDULE "A" (Cont.) (Note: Unit pries for all Items, all extensions and total amount of bid must be snown. show unit prices I: both words and figures and where conflict occurs the written or typed words shall prevaiI.) -'A'"�- � I UNIT PRICE: AMOUNT ,IFITLM APPROX. ITEM WITH UNIT PRICED GID NO. QUANTITY (Unit Frlces to ue written in ponds) DOLLARS CTS. COLLAR.> CTS I 12. Lump Sum ( Lift Station, Complete in Place 5 i Per Lump Sum (Words) (Figures) � Il Isubtotal I , ! I � 5.3% Sales Tax I I TOTAL BID (SCHEDULE A) l ! i I I j I I ` i ( SCHBULE OF PRICES SCHEDULE "B" (Alternate) (,Vote: dnit prices for all items, all xcunsions and total amount or bad must be shown. show unit prices an both words and riyurt•s and where conflict occurs the writter or typed words shell prevail.) TEM7 APPROX. I ITEM WITH UNIT PRICED bID UNIT PRICE AMOUAT NO. I QUANTITY (Unit Yriccs to be writc�n in wards) DOhLARS CIS. DGLLARS CT 1. 1900 L.F. d" Side Sewer Connections i Per Lin. Ft. 'Words) (Figures) i Subtotal f 5.3% Sales Tax TOTAL (SCHEDULE B) TOTAL SCHEDULE A TOTAL SCHEDULE B ( TOTAL SCHEDULES A G B THE UNDERSIGNED BIDDER 4EREBY AGREES TO START CONSTRUCTION WORK ON ThIS PROJECT I"r AWARDED HIM, WHEN DIRECTED ANU TO COMPLETE WITHIN THIRTY (30) CONSE.CUTIVE; WORKING DAYS AFTER STARTING CONSTRUCTION. DATEL AT TH.S___ DAY OF 1975. SIGNED T_I'I LE NAME OF COMPANY ADDRESS _ STATE CONTRACTOR'S LICENSE k CITY OF P.ENTON BUSINESS LICENSE (HIS AGREEMENT, made and entered into this day of lg by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington , hereinafter referred to as "CITY" and hereinafter referred tc as "CONTRACTOR" . W I T N E S S E T H: (1) The Contractor shall within the time stipulated, (to-wit: within _30 working days from date of execution hereof as required by the Contract, of which this agreement is a component part) perform all the work anfl services required to be performed, and provide and furnish all of the labor, materials , appliances , machines , tools , equipment, utility ar.d transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workman`ike manner, in connection with the City's Project (identified as No. for improve- ment by construction and installation of: All the foregoing shall be perfornied, fcrnished, constructed, installed, and cc.ipleted in strict conformity with the plans ar -( specifications , including any and all addenda issoed by the City and the other documents hereinafter enumerated. It is agreed and st ulited that said labor, materials , appliances , machines , tools, equipment and services shall be furnished and the construction and installation be performed and completed to the satisfaction and ap proval of the City's Engineer as being in such conformity with the plans, specifications and all requirements of the Contract. 1 (2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached: (a) This agreement (b) Instruction to bidders (c) Bid proposal (d) General conditions (e) Specifications (f) Maps and pla„s (g) Bid (h) Advertisement for bids (i ) Special contract provisions, if any (3) If the Contractor refuses or fails to prosecute the work or any part there- of, with such diligence as will insure its completion within the tiire speci- fied in this contract, !;r any exters4on in writing thereof, or fails to com- plete said work within such time, or it the Contractor shall be adjudged a bankrupt, or if he should make a general assignrcnt for the benefit of his creditors , or if a receiver shall be dppornted on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this contract, the City may then serve written notice upon him and his surety of its intention to terminate the contract , and unless within ten (10) days after the serving of such notice, such violation or non- compliance of any provision of the contract shall cease and satisfactory arrangement for the correction thereof be made , this contract , shall , upon the expiration of said ten (10) day period, cease and determine in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the contract, provided however, that if the surety within f! fteen (15) days after the serving upon it of such notice of termination dues not perform the contract or does not commence performance thereof within thirty (30) days from the date of serving such notice , the City itself may take over the work under the contract and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety snall be liable to the -ity for any excess cost or other damages occasioned the City thereby. In such event the City if it so elects +iay, without liability for so doing, take possession of and utilize in r„ipleting said contract such materials , machinery, appliances, egcipment, plants and other properties be1­,gir.,1 to the Contractor as may ue or, site of the project and useful theretr.. (4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. (5) The Contractor shall hold and save the City and its officers , agents , servants , and employees harmless from any and all liability of any nature or kind, including all costs and legal expense incurred by reason of any work on the contract to be performed hereunder, and for, or on account of any patented or unpatented invention, process , article or appliance manu- factured for use in the performance of the contract, including its use by the City, unless otherwise specifically stipulated ,n this Contract. (6) Any notice from one part to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given 6y personal delivery thereof or by de- positing same in the United States mail , postage prepaid and registered. (7) The Contracto- shall commence performance of the cer,tract on the day of lg_, and shall complete the full performance of the contract not later than _ working days from said date of commencement. For each working day of delay after the day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of $200.00 as liquidated damages for each such day, which shall be paid by the Contractor to the City. (8) Ncither the final certificate of payment nor any provision in the contract nor partial or entire use of any installation provided for by this contract shall relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contracts shall be under the duty to remedy any defects in the wor' w and pay for any damage to other work resulting therefrom which shall appear within the period of one ( 1) year from Ue date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretj ,cified with reasonab' : promptness after discovery thereof. '9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules , payrolls , reports, estimates , records and misellaneous data pertaining to the contract f as may he requested L. the City from time to time. (10) The Contractor shall furnish a s ,rety bond or bonds as security for the f.ithful performance of the contract, tmcluding the payment of all persons (10) Continued and firms performing labor on the construction project under this contract or furnishing materials in connection with thi, Contract; said bond to be in the full amount of the Contract price os specified in Paragraph 11 . The surety or sureties on such bond or bonds mist be duly licensed as a surety in the State of Washington. (11) The total amount of this contract is toe sum of , which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "general conditions" of this contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk anu the Con:ra^tor has hereunto set his hang and seal the day and yea. first above written. CONTRACTOR CITY OF RENTON Mayor ATTEST: _ Ci ty TTerT c1TY UI RLNIUN GENERAL PROVISIONS i STANDARD SPECIFICATION The Standard Specifications fur Municpal Public Works Construction { repared by the Washington State Chapter o; the American Public Works Association, 1969 Edition, shall be hereinafter referred to as the "Standard Specifications" and saic specifications together with the laws of tr,e State of Washington and the Ordinances and Charter of the City of Renton, so far as applicable, are hareoy included in these specifications as though quoted in thyyir entirety and shall apply except as amended or suoerseded by these Spec 741 Provisions. A cop.i of these Standard Specifications is on file in the office of the Director of Engineering, Municipal Building, Renton, Washington, where they nay be examined and consulted by any interested party. Wherever reference is made in the Standard Specifications to the Owner, such reference shall be construed to mean the City of Renton, and where reference is made to the Engineer, such reference shall be construed to mean the Director of Engineer, City of Renton, or his duly authorized assistant or assistants. NOTE: The General Provisions hereinafter contained shall be in addition or shall supersede provisions of the Standard Specifications in conflict therewith. HEADINGS Headings to parts, sections, forms, articles and Subarticles are inserted for convenience of reference only and shall not affect the in a rpretation of the contract documents. ORDER OF PRECEDENCE Where conflicting information as to specifications is found in the "Standard Specifications," Plans and Provisions, «e plans shall hold over the "Standard Specifications" and the Provisions shall hold over both the Plans and "Standard Specifications" . FAILURE TO MEET SPECI. 'CATIONS in the event that any material or workmanship does not meet the requirements or specifications, the City x y have the option to accept such material or workmanship if the Director of Engineering deems such acceptance to be in the best interest of the City, provided, the City may negotiate payment of a lower unit price for said material or workmanship. FIELD CHANGES Any alterations or variances from the plans, except minor adjustments in the field to meet existing conditions shall be requested in writing and may not be instituted until approved by the Puuitc Works Director or his representa- GI NIIIAI I ,,VI',I(IN,, 0I)IIk ) t FIELD CHANGES Conti tives acting specifically upon his instructions. In the event of disagreement Of the necessity of such changes, the Engineer's decision shall be final . 'ROTECTION OF PUBLIC AND P,iIVATE UTILITIES AND FACILITIES T' a Contractor shall conform to Section 5.09 of Standard Specifications in r, . ard to protection of public and private utilities. Locatior and dimensions shown on the plans for existing underground facilities are in accordance with the best avail ale information without uncovering and measuring. The Owner does not guarantee the size and location Of existing facilities. It shall be the Contractor's responsibility to contact all public and private ies having utilities aid/or facilities area. in the vicinity of the construction area. PUBLIC CONVENIENCE AND SAFETY The Contractor shall , at his own expense, provide all signs , barricades, guards, construction warnings, and night lights in order to protect the public at all times from injury as a result of his operations. If the Contractor should fail to maintain sufficient lights and barricades in the opinion of the Engineer, the City shall have the right to provide these lights and barricades and deduct such costs from payments due the Contractor. PAYMENT TO THE CONTRACTOR Payments to be made to the Contractor will be made in the manner outlined in Section 9 of the Standard Specifications. payments shall be made in Cash Warrints. Partial Payments on estimates may be withheld until a work progress schedule as described in these General Provisions has been received and approved. SCHEDULING OF WORK Section 8.01 of the Standard Specifications shall be deleted and the following inserted: Promptly after the award of the contract, the Contractor shall submit for approval to the Engineer, a progress schedule on a form furnished by the City. From this information a progress schedule diagram will be computed, plotted and a copy returned to the Contractor. Payment to the Contractor on any estimate may be withheld until such a schedule h-s been submitted and approved. Should it become evident at 'any time during construction that operations will or Qy fall behind the schedule of this first program, the Contractor shall , upon request, promptly submit revised schedules in tho 'c"_ form as specified herein; settting out operations, ethods, and equipment, added labor forces or working shifts, night work, etc. , by which time lust will be made up, and confer with the Engineer until an approved modification of the original schedule has been secured. Further, if at any time any portion of the accepted schedule is found to conflict with the contract provisions, it shall , upon request, be r• 'sed by the Con- trdctor and the work shall be per in c;;aoliance with contract provisions. 14 UNIRAL 11Itl1V i',ION', (Cont . ) SCHEDULING OF WORK (Cont. Payments of any further estimates to the Contractor after such request is node and Until an approved modified schedule has been provided by the Contractor may be withheld. Execution of the work according to the accepted schedule of construction, or approved modifications thereof, is hereby made an obligation of the contract. WAGE SCHEDULE The prevailing rate of wages to be paid to all workmen, laborers or mechanics employed in the performance of any part of this contract shall be in accordance with the previsions of Chapter 3 M 2 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this contract will be perfo rnied as determined by the Industrial Statistician of the Depdrtinunt of Labor and Industries, are by reference made a part of this contract as though fully set forth herein. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative Unat all Contractors familiarize themselves with the eurrcnt wage rates before submitting bids based on these specifications. In case any dispute arises as t,; what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives , the matter shall be raferred for arbitration to the Director of the Department of Labor and InduAries of the State, and his decisions tierein shall be final and conclusive and binding on all parties involved to the dispute as provided for by RCW 39.12.060, as amended. The Contractor, on or before the date of coimencement of work, shall file a stateutint under oath with the Owner and with the Director of Labor and 'ndustries certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen, or mechanics employed upon the work by the Contractor or subcontractor which shall be not less than the prevailing rate of wage. Such statement and any supplemental statements which inay be necessary shall be filed in accordance with the practices and procedures by the Department of Labor and Industries. Prior to commencing work, each Contractor and each and every subcontractor shall file a sworn Statement of Intent (SF 9882) with the Owner and with the Uepartm nt of Labor and Industries as to the prevailing wage rate, including Tringe benefits, for each ,lob classification to be utilized. The wage rates thus filed will be checked against the prevailing wage rates as determined by th? Industrial Statistician of the Department of Labor and Industries. If tue wage rates are correct, the Industrial Statistician will issue an acknowledgment of approval to .he Contractor and/or subcontractor with a copy to the awarding agency (Owner) . If any incorrect wale rates are included, the Contractor and/or subcontractor will be notified of the correct rates oy the Industrial Statistician and approval will be withheld until a correct statement is received. • M y GLNLRAL PROVISIONS (Cent.) WAGE SCHEDULE (Cont. ) C,pies of wage rate approvals will be furnished the awarding agency, and the Contractor (and the prime Contractor in the case of a subcontractor) by the Industrial Statistician. Each voucher claim submitted by a Contractor for payment on a project estimate shall state that prevailing wages nave been paid in accoruance with the pre- filed Statancnt or statements of Intent on file with the Department of Labor and Industries as approved by the Industrial Statistician. Affidavits of Wages Paid (SF 9843) are to be filed with the State Treasurer, or the Treasurer of the county or municipal corporation or other officer or person charged with the custody and disbursement of the state or corporate funds as the case may be and two (2) copies of each affidavit are to be filed with the Director of the Deaprtment of Labor and Industries, Attention: Industrial Relations Division, 1601 Second Avenue, Seattle. Whenever practicable, affidavits pertaining to a particular contract should be submitted as a package. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall obtain and keep in force during the term or the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor performing work provided by this contract, and the City. Tne City shali be named as an additional insured on said policy insofer as the work and obligations performed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any .c+, or omission of the Contractor, or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $iCO.000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an m. •unt not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, together with a copy of the endorsement naming the City as an additional insured, shall be provided to the City within a reasondbl time after receiving notice of award of contract. PROOF OF CARRIAGE OF INSURANCE The Contractor shall furnish the City with satisfactory proof of carriage of the insurance required. ACT OF GOD ' "Act of God" means an earthquake, flood, cyclone or other cataclysmic phenomenon of nature. A rain, wind�tnrm, high water or other natural pnenomenon of unusual intensity for L." specific locality of the work, GENERAL PKOV' N:. (Cont.) J ACT OF GO D1C 1 which might reasonably have been anticipated from historical records of the gener::1 locality of the wurk, shall not be construed as an act of God. SHOP DRAWINGS The term "Shop Drawings" shall refer to the pictorial description ,f the details of )ropose(s materials, equipment, methods of installtion, or other cunatruct do prepared by the Contractor, a subcontractor or a manufacturer and submitted for the approval of tiui Owner. OR EQUAL Where the term "Or Equal" is used herein, the Owner, or the Owner on reronakndation of the Engineer, shall be the sole judge of the quality and suitdoility of the proposes: substitution. APPROVAL The term "Approval" shall mean approval liven by or given properly on the behalf of the Owner. 'iI.RMEN NOTICE Written notice shall be deemed to have been duly served if deliver,d in oersun to the individual , ur to is partner of the firm, or to an officer of the corporation of the Contractor or Owner, or to an executive official if the Owner is a governmental body, or if sent by Registered United States Mail to the business addres- shown in the Contract Documents. CONTRACTOR'S PLANT AND EQUIPMENT The Contractor alone shall at dll tunics be responsible for the adequacy, efficiency and sufficiency of his and his subcontractor's plant and equip- ment. The Owner shall have the right to make use of the Contractor's plant and equipment in the pertormance of any work on the site of the work. The use of such plant and equipment shall be c, .�idereci as extra s,erk and paid far accordingly. ATTENTION TO WORK The Contractor shall give his personal attention to and shall supervise the wark to the end that it shall be prosecuted faithfully, and wh,n he is not personally present on the work, he sndll at all reasonable times be repre- sented by a competent superintendent who shall receive and obey all instruc- tions or orders given under the contract, and who shall have tull authority to execute the sane, and to r+oply materials, tools and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions deliv.red to him or to his authorized representative. GLNLRAL PRUV1Si0NS (LonL. ) DLVIATION FROM CONTRACT The Contractor shall not make any alteration or variation in or addition to or deviation or omission from the terms of this contract without the written consent of the Owner. SUGGESTIONS TO CONTRACTOR Any plan or method of work suggested by the Owner or the Engineer to the Contractor but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Owner and the Engineer shall assume no responsibility therefore. ERRORS AND OMISSIONS If the Contractor, in the course of the work, becomes aware of any errors or omissions in the contract documents or in the layout as given by survey points and instructions, or if he becomes aware of any discrepancy between the contract ' documents and the physical conditions of the locality, he shall mnediately inform the Engineer and the Engineer, if he deems it necessary, shall, rectify the matter and advise the Contractor Accordingly. Any work done after such discovery, until authorized, will be done at the Contractor's ri;,K. INFORMATION TO BE FURNISHED BY CONTRACTOR The Contractor shall furnish all drawings, specifications, descriptive data, curt- ficates, samples, tests, methods, schedules, and manufacturer's instruc- tion: as specifically required in the contract documents, and all other information as ma- reasonably he required to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions -nd intent of the specifications and drawings. if the infor- rwtion shows any deviation from the contract requirements, the Contractor shall , by d statement in writing accompanying the information , advise the Engineer of the deviation and state the reason therefore. DAMAGE TO WORK The work shall be under the Contractor's responsible case and charge. The Contractor shall bear all loss and damage whatsoever and from whatsoever cause, except that caused solely by the act of thu Owner which may occur on or to the work during the fulfillment of the contract. If any such loss or damage occurs, the Contractor shall iimediately make good any such loss or damage, and in the event of the Contractor refusing or neglecting to do so, the Owner may itself or by the employment of some other person make good any such loss or damage, and the cost and expense of so doing shall be charged to the Lontractor. PROTECTION OF CONTRACTOR'S WORK AND PROPFR>•v The Contractor alone shall at all tires be responsible for the safety of his and his subcontractor's employees, and for his and his subcontractor's plant and equipment and the method of prosecuting the work. J GENERAL PROVISIONS (Cont.) UNFAVORABLE WEATHER AND OTHER CONDITIONS During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions obtain, unless by special means or precautions acceptable to the Engineer, the Cuntractor shall be able to overcome them. CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS The Contractor will be supplied by the Owner with 5 sets of plans and specifi- cations. At least one complete set of contract documents including one full size set of drawings shall be Herz at the site of construction in good conditon and at all times available to the Owner and the Engineer. Additional copies of the contract documents, if required, will bc. furnished by the Owner at net cost of reproduction. DISPUTES AND LITIGATION Any questions arising between the Inspector and the Contractor or his Superintendent or Foreman as to the meaning and intent of any part of the plans and specifications shall be immediately brought to the attention of the Engineer and will be adjusted by him. Failure on the part of the City Engineer or his representative to discover and condemn or reject bad or inferior work or materials shall not be construed as an acceptance of any such work or materials, or the part of the improvement in which the same may have been used. To prevent disputes and litigation, it is further agreed by the parties hereto that the Director of Engineering shall determine the quantity and quality of the several kinds of work embraced in these improvements. He !hall decide all questions relative to the execution of the work and the interpretation of the Flans and Specifications. In the event the Contractor is of the opinion he will be damagec �ch interpretation, he shall , within three (3) days, notify the Engin, ,nd the City Clerk in writinq of the anticipated nature and amount of the damage or damages. In the event an agreement cannot then be reached within three (3) days the City and the Contractor will each appoint an arbitrator and the two shall select a third. The decision of the majority of the arbitration board shall be binding upon both parties and shall, be delivered before any work is performed upon the feature in question. The arbitration shall be conduc in accordaAca wi'h the statutes of the ite of Washington and court decis4vns governing such procedure. GENERAL PROVISIONS (COnt.) DISPUTES AND LITIGATION (Cont.) The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the majority opinion that the Contractor's filing of the protest is capricious and without reasonable foundation. In the latter case, all, costs shall be borne by the Contractor. The venue of any suit shall be in King County, Wasington, and if the Contractor ,s a non-resident of the State of Washington, he shall designate an agent, upon whom process may be served, before c�mnencing work under this contract. ACCEPTANCE OF THE WORK The Contractor shall notify the Engineer in writing of the completion of the work whereupon the Engineer will promptly, by personal inspection, satisfy himself as to the actual completion of me work in accoriance with the terms of the contract, and shall tnereupor: recommend to the Owner that the work is acceptable. Final oetermination of the acceptability of the work shall be made by the Owner. CONTRACT COMPLIANCE REPORTS - EEO The Contractor will be required to complete and submit the following documents before progress and/or final paymk:nts to the Contractor will be approved by t! , Public Works Director: 1 , Contractor Equal Employment Opportunity Report. 2. Subcontract Compliance Report/Projected Employee Totals. 3. Local Manpower Report. The owner will furnish these forms to the Prime Contractor durinq pre- construction meeting. GENERAL PROVISIONS (Continued) �. WORY.ING DAYS AND CONTRACT COMPLETION The special rovisons and contract agree nent shall jtate the contract time P P in working days. A working day is any i..,y not otherwise dutinud herein us a non-working day. A non-working day is datined as a Saturday, Sunday, a recognized holiday, or' a day on which the Contractor .s specifically required by the contract or the City to suspend construction. kecognlz�d holidays shall be as follows: New Year's Day, George Washington's birthday, Mumorial Day, July 4, Labor Day, Presidential Election Day, Vuteran's Day, Thanksgiving Day, and Christmas. When any of the above rccognizal holidays fall on a Sunday, the following Monday shall be counted as a holiday. At the beginning of any contract, a tentative date for completion of contract work will be established, based on tau date of award of �'w euntract and the number of working days specified. Such date will be aajustul as ruquirud from time to time for non-working days and oxtunu ens of time alluwu, wur Lhu contract and is recognizud as not being a furucast of actual anti..iputud cumylution date. CITY OF RENTON SPECIAL PROVISIONS SPECIAL PROVISIONS The Special Provisions hereinafter contained shall be in addition or shall supersede provisions of the Standard Speci`ications in conflict thereiwth. DESCRIPTION OF WORK The work to be performed under this contract consists of furnishing materials, equipment, '.00ls, labor, and other work or items incidental thereto (except'on any materials, equipment, utilities or service, if any, specifies herein to be furnished by the City or Others) , and perfurming all work as required by the contract in accordance with plans and specifications and Standard Specifications, all of which are made a part hereof. Said work shall include inatallat`on of 8" concrete gravity sewer, 4" plastic force main, and sewage lift station complete. 6" side severs to be installed mere directed by the Engineer. DATE OF BID OPENING Sealed bids will be received by the City of Renton, Washington, by fi ing with the City Clerk, Municipal Building, Renton, Washington, until 2:00 P.M. Pacific Standard Time, 1975 and will be opened and publicly read aloud. TIME. OF COMPLETION The Contractor is expected to diligently prosecute the work to completion in all parts and requirements. The project shall be completed within thirty (30) working days excluding the day of starting. Provided, however, that the City Council shall have the rigs* upon request of the Engineering Department, City of Renton, We,ningtor„ to e. .anu the time of completion of said work. No extension shall be valid unless the same be in writing and accompanied by the written consent to such extension by the surety on the bond of the Contractor. Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work, and shall not release the Contractor from damages or liabilities for fail�,re to complete the work within the time required. NONDISCRIMINATIft IN EMPLOYMENT Contracts for work u.ider this proposal will obligate the C:ntractors and sub- contractors not to discriminate in employment practices. NOTIFICATION OF CONSTRUCTION The Contractor shall notify all pr.�1,2rty owners along the construction area, tj mail , prior to construction. Names and addresses will be furnished by the Si--.IAL _'ROVIS! .AS (Cont.) NOTIFICATION OF CONSTRUCTION (Continued) owner. The Contractor shill further notify each occupa,icy in person a minimum of three days prior to construction in front of each property. HOURS �F WORK ® The working hours for this project will be limited to week days furing the period from 8:00 A.M. to 5:00 P.M. , unless otherwise approved by the City. EXCAVATED MATERIAL SPOIL. ,AREA All material designated by •he Engineer tc ie wasted shall be hauled, dumped and spread at :h: locations selected by the Engineer. WASTE SIT'-. FOR OTHER MAIERIALS The Contractor shall conform to Section 4.06 of Standard Specifications in regard to waste sites. T)e Contractor shall have the responsibility of obtaining his own waste site. All work included in this section shall be considered to be incidental to other items of work and no further compensation will be made. The route taken to the waste site shall he maintained solely by the Contractor in a manner as described below: _ The Contractor shall be prepared to use water trucks, power sweepers, and related equipment as deemed necessary by the City Engineer to alleviate the problem of lust spoils along the route. Pronpt restoration of the route is manLatory. DUST AND MUD CONTROL The Contractor shall be responsible for controlling dust and mud within the project limits and on any st-eet which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power s! _eoers and other pieces of equipment ad deeme" necessary by the Ergineer, to at )id creating a nuisance.. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this sectie .. Complaints on dust, mud or unsafe practices and/or property damage to private ownership will be transmitteu to the Contractor and prompt action ii, correct- I i,g will be required. Writter notice of correction of canpla,nt items will be called for should repeti .ive complaints be received by the City. STATE SALES TAX Five and three tenths (5.3%) percent Washington State Sales Tax shall be a separate bid item. SPECIAL PROVISIONS (Cont.) SURVEYS Section 5.06 of the Standard Specificatons shall be amended by the addition of the following sentence: "The Contractor shall notify the Engineer a mini- mum of 48 hours in advance of the need for surveys." OVERTIME FIELD ENGINEERING When the Contractor performs construction work over the accepted eight (8) hours pr- day or forty (40) hours per week, or on any City holi�ay, and the work requires insepction, then the Contractor shall reiinburse the City at the rate of $12.00 per hour. The City shall have the sole authority in determining the necessity of having the overtime inspection, and shall notify the Contractor of intent and said costs will be deducted from monies due the Contractor on each monchl; estimate. DELIVERY OF 'TICKETS All delivery tickets that are required for the purpose of calculating quantities for payment must be received by the Engineer at the time of delivery. No pay- ment will be made on tickets turned in after date of delivery of material . a. By Truck Payment will not be made for delivery ticxets which do not show type of material , gross weight, tare weight, truck number, date, and inspector's initia's. Scale certification shall be submitted is early in the project as possi_-e. Eac'i weigh station shall maintain a rEcord of ttl : truck number, time, date and weight of all trucks providing material to the project. The weight list shall be maintained in duplicate with one signed copy transmitted daily to the City by the scale attendir.t. In isolated cases where scale weight is not available, tha inspe..tor shall measure the truck volume and certify as to its full load delivery. b. By Oth Mears Method for measurement and payment for material brought to the site by any other means will be dr ermined by Contractor - O,vner agreement before award; of con6ract. SIZE, WEIGHT, LOAD kESTRICTIUNS All motor vehicles of the Contractor, Subcontractors, and suppliers shall strictly adhere .o Ch. 46.44 of the Motor Vehicle laws of the State of Washington (1967 Edition and amendments theraaf) in regard to size, weight, acd 1nrds of motor vehicles. Pavm: . will, not be made for any material that is delivered in excess of the legal weight for whic'r the vehicle is licensed. Any gross violation of these regulations shall be reported to the affected law enforc^rent agent. SPECIAL PROVISIONS (Cort. ) SIZE, WEIGHT, LOAD RESTRICTIONS (Cone.) The Contractor is to furnish to the City Engineer a listing of all 'haul vehicles used on this project, listing the vehicle number, license number, tare weight and licensed load limits. SUBCONTRACTORS AND SUPPLIERS A list of subcontractors and suppliers that will be involved with this project shall be given to the Engineer for his review and approval immediately after the on*Tact has been awarded. This list must be received by the Engineer befo/e th . contracts may be signed. CHANGE ORDERS All additional work that requires compensation to the Contractor for items that prices are not included in the contract shall require a written change order before work may be done. The Contractor shall be responsible for acquiring the necessary change orders that are required by any of his subcontractors. CONSTRUCTION CONFERENCE Prior to the start of construction, the Contractor, E, , ,neer, all subcontractors, Utility DepArtment, Telephone Company and other interested Departments shall attend a precr'istruction conference, time, place and date to be determinec after awardance of the ccntract. Subsequently a representative of the Contractor will attend a weekly conference to review progress and discuss any problems that may be incurred. The time, place and date to be established at the preconstruction conference. FIELD OFFICE Field Office The Contractor shall provide a field office with heat, lights, and telephone in a centre location on the Jot site for the use of the Engineer. The field office -»uld be of sufficient size to accommodate the inspector and one or two additional personnel ; so as to discuss the plans or problems that might arise during construction. Sanitation facilities should be provided in the area of the field office to conform with Section 7.22 of the Standard Specifications . All expenses incurred in su,-plying mentioned office shall be considered inci.:ental to the project. LINES AND GRADES The Engineer shall have the right to maKe reasonalbe changes in the grades as they are shown or the drawings. Grades will be established in the form of off- set stakes at distances not greater than 50 feet, se in advance of the work. SPECIAL PROVISIONS (Corn.) LINES AND GRADES (Cont.) i Whenever work is in progress, the Cc„tractor shall have in his er y a man competent to set batter boards or other construction guides from -6ne line and grade stakes given by the Engineer. Such employees shall have the duty and responsioility of placing and maintaining such construction guides. Batter boards set with an enqineer's level shall be used fnr all lines set on a grade of 0,501. or less, at least th ,ee sets of batter boards shall remain in place during pipe laying operations. If, through the Contractor's negligence, any stakes shall be destroyed and required resetting, a sum shall be deducted from tie Contractor's final payment equivalent to the extra cost in engineering required for such replacement. The laser method of establishing grade may be :sed providing: 1 . Request for use, equipment and me-nod of operation are suLmitted for City review and approval at least 5 days prior to use. — Grades are checked at least once every 50 feet and at least 3 times daily by conventional methods. 3. Proper anchoring of pipe is performed ii locations where a box is being used for excavation. The Contractor shall arrange his work to allow a reason, time for the setting of stakes for the next phase of his operation to prevent work delays while wait- inr, for construction guides. EASEMENT AND RIGHTS-OF-WAY The Owner will ob "n all easements and franchises required for the Droject. The Contractor shall limit his operations to the areas obtained and shall not trespass on private property. IAND PFIVIDED BY CONTRACTOR 7 The Contractor shall provide with no liability to the Owner any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary works as required by his operations. The Contractor shall confine his equipment, storage of materials and operation of his workmen to those areas, shown and described and such additional areas as he may provide RESTORATION OF 'JRUCTURES AND SURFACES General . All construction work under this Contract on easements, right-of-way, over 5rivate property or franchise, shall kc cunfined to the limits of such easement., right-of-way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his work so that trenches across e,:Sements shall not be left open during weekends or holidays and trenches shall not be left open for more than 48 hours. SPECIAL PROVISIONS (Cont.) RESTORATION OF STRUCTURES AND SURFACES (Cont.) b. Structures. the Contractor shall remove such existing structures as ray be j necessary or the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found with minimum require- ments as herein specified. He shall :Jse rer r all existing structures which may be damaged as a result of the work under is contract. c. Easements - Cultivated Areas and Other Surface Irn rovements. P'l cultivated areaseither agricu tura, or awns, and otliir sur ace improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip top soil from the trench or construction area and stockpile it in Bach a manner that it may be repiacel by him, upon completion of con- struction. Ornamental trees and shr ,bbery shall be carefully removed, with the earth surrounding their roots wre-ped in burlap and replanted in their original positions within 48 hours. •, 1 shrubbery or trees destroyed, or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Owner. In the event that it is necessary to trench th,•ough anv lawn areas, the sod shall be carefully cut and rolled and replaced afte, the trenches have been backfilled. The lawn area steal' then be cleaned, by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the shall tractor tvice backhoes used by side sewer Contractors for all work, including ccava- tion and backfill , on easements or rights-of-way which have lawn areas. All fences, markers, mail boxes, or other temporary obstacles shall be removed by the Contractor and immediately replaced after trench is backfilled in their original position. The Contractor shall notify the Owner and property owner at least 24 hours in advance of any work done on easements or rights-of-way. All construction work under this Contract on easements, right-of-way over private property or franchise shall be confined to the limits of such easements, right-of-way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his work so tha' trenches across easements shall not be left oven during weekends or holidays , and renches shall not be left open for more than 48 hours. . mage to existing structures outside of easement areas that may resent from dewatering and, or other construction activity under this contract shall be restored to its original condition or better. Tke original condition shall be established by photographs taken and/or inspection made prior to construction. All such work sh 11 be done tc the staisfaction of the property owners and the Owner at the expense of the Contractor. d. Streets. The Contractor will assume Ali responsibility for restoratior of v the surface of all streets (travelled '.rays) used by him and damaged. SIC" SEWER POLICY No side sewers will be installed until such time as that section c` tit 'n sewer pipe line to which the side sewers are tc be connected has bren tesrc. SPECIAL PROVISIONS (Cont.) I! SIDE SEWER POLICY (Cont.) by the Contractor and a memorandum of approval for such section has been issued by the Cwner. The Contractor and the Owner understand and aqree that following the issuance by the Owner of a memorandum, W ch merorandum approves a specified section of the :Hain pipe line, .', wrier may authorize any side s, ie, contractor, duly licensed by the Owner, to install and connect (and test) one or more side sewers to any suLn approved main pipe line. After the first side sewer is actually connected to the main pipe line, the Con : actor shall not be held respon<.,ible for any foreign matter, debris, mud, and sewage which reaches .he main p,pa line within a previously approved section. However, the Contractor is in no way relieved from the responsibility ano tuarantec hereinbefore and hereinafter set forth for materials, workmanship and repair to contractor-installed pipe line and appurtenances. It is further understood end agreed that during the Contractor's guarantee period if there are any indications of failure �f the main pipe l ne or one or mo•e side sewers, the burden of proof a:, to whether the failure is within the main line or tie side sewer or sewers, shall rest with the Owner; provided, hrweve , that if any irvestigation of such failure conducted by the Owner discloses that such failure is or, the main pipe line, the Contractor shall make repairs and F omptly reimburse the Owr,er for actual cost of such investigation. LIUIDATED DAMAGES Liquidated damages for failure t, execute the contract as specified and in accordance with Section. 8.08 of the Standari Specifications will De assessed as follows: Two hundred dollars ($200.00) aer workirg day plus cost of inspectioi, supervision, legal expense and Court costs incurred beyond said date. The cost of additional inspection ani supervision shall be an amount equal to artual salary cost plus one hundred percent (100") for overhead. WFFIC MAINTENANCE AND PROTECTION The Contractor shall make provisions for handi- the local traffic on streets which are being subjected to the installation tc, sewer lines. The Contractor shall be required to maintain the routes which are used by his equipment to and from the project area. The Contractor shall place era maintain, during the construction, sufficient quantity of proper lights_ ba- ricades, ano flagmen as may be deemed necessary to maintain the ilow of -traffic. If the Contractor sha'1 fail to maintain sufficient lights and barricades in the opinion of the City Engi aer, the City shall have the right to provide these lights and ba--'caGzs %-' deduct Such )sts from payments due to the Contractor. REMOVING TRAFFIC A ' `,TREET SIGNS The Contractor shall be responsible for mainta;ping and pre:.erving all traffic and streec signs. In the event it shall be necessary to remove or move the `_DECIAL PROVISIONS (Cont.) REMOVING TRAFFIC AND STREET SIGNS (Cont,) location of a traffic or street sign, the Contractor shall notify the Engineer of all changes made. All signs removed shall be collected by the Contractor, who shall then notify the Engineer to have the Traffic Divisic.i remove these signs from the projec`, site to the City yard. When work has been completed, and prior to said area being open.:d to traffic, the Contre .or shall notify the Engineer whc ;hall have the Traffic Division replace ail signs necessary. The Contractor shall be responsible for the , placement of all signs lost or damaged due to his neglect. SALVAGE All salvage ;.aterial as noted on the plans and taken from any of the discarded facilities shall , at th.a Engineer's discretion, be carefully salvaged and delivered to 1na City Yard. Any cost incurred in salvaqing and deliverinq such items shall be considered incidental to the project and no compensation will be made. AWARDING OF CONTRACT Awardino of contract will be based on total sum of all schedules of prices. No partial bids will be accepted. I I TECHNICAL PROVISIONS (SCHEDULE A) MOBILIZATION The lump sum price shall provide compensation for costs incurred by the Contractor for moving equipment to the job s`te, securing suitable storage areas, providing a field office with telephone, providing sanitary facilities for ' )e workmen, rotating equipment during the project, and removing all equip- ment and facilities from the project area upon compIction. The lump sum price for mobilization shall be full compensation for all labor and equipment, and all other costs necessary for the contractor to perform mobilization a_ specified. Partial payment for this item will be paid only when the Owner determines that sufficient progress of the project warrants such payment. CLEARING & GRUBBING The lump sum price for this item shall be full compensation for all labor and equipment required to remove from the site all trees, brush and items of a similar nature which must be eliminated in order to instal: the sanitary sewer pipe and all appurtenances. The disposal of all material shall be the complete responsibility of the Contractor. Any salvageable material shall be the property of the owner and shall , upon removal , be immediately loaded and hauled to the owner's designated yard and there shall be carefully unloaded and neatly stacked or stored in the area designated. The disposal of inflammable material such as trees, stumps, brush, etc. , shall be the responsibility of the Contractor. The a shall be no burning on the job site. The Contractor shall be responsible for all arrangements, maintenance, and clean up of all disposal sites required for the disposal of all inflammable end other waste material . There will be no payment for overhaul for any bid item or portion thereof in these contracts. All bid items either dealing directly with, or implyinq movement of, any material to or from the project area or in the project area itself, are hereby understood to include full payment for all movement of material . The unit price for clearing and grubbing shall include all costs of labor, equipment and all incidental costs in connection with clearing and grubbing. TRENCH EXCAVATION AND BrW..LL The Contractor shall supply the trench with—. the limits and to the depths and width and location as specified on the Liars. All trench excavation and backfill shal' be constructed in accordance with Section 61 of the Standaru Specificatlons excep, as modified herein. Unless otherwise spec fled, any method of excavation within the work 1 (mits si,own may be employed which, in the opinion of the Contractor, is considered -,St. TECHNICAL PROVISIONS (Continued) TRENCH EXCAVATION AND BACKFILL (Cont.) Where, in the opinion of the Engineer, the undisturbed condition of the natural soils oelow the excavation grades indicated or, specified as in- adequate for 'he support of the planned str, Lure and/r • sewer lint, the Owner shall d.rect the Contractor to overexcavate to adcauat^ supporting soils and refill the excavated space with foundation material , and/or select backfill as required. Should th,: excavation be carried below the lines and grades indicated on the drawings because of the Contractor's operations, the Contractor shall refill such excavated space to tke proper elevation with acceptable material at the Contractor's expense. Should the natural foundation soils be disturbed or loosened because of the Contractor's operations, they shall be recompacted or removed and the space refilled as directed at the Contractor's expense. Excavation shall extend a sufficient distance from walls and footings to allow for placing and removal of forms, installation of services, and for inspection, except where concrete is authorized to be deposited directly against excavated surfaces. Except as permitted by the Owner, the trench at the end of the day shall not be excavated to final grade more than one pipe length in advance of pipe laying, nor left unbackfilled to the top of the initial backfill for more than two pipe lengths after the pipe has been laid. For each complete pipe laying operation, the maximum distance from completed subsequent backfill to the most advance point of excavation shall not be greater than 300 feet unless otherwise shown. Banks of the trench more than four feet _p shall be shored or sloped to the angle of repose where a danger of slides or cave-ins exist as a result of excavation. Unless otherwise specified excess excavated material unsuitable for backfill shall be disposed of by the Contractor at acceptable site At those locations where rock, hardpan or cemented gravel are encountered shall be considered as r�rt of the trench excavation and will be included in the unit price for the applicable ty— of trench. The Contractor shall provide twu different types of trenches as described below: Trench Excavation and Backfill - Type I shall consist of trench excavation within the limits specified above, Class "B" bedding and backfill with excavated trench material unless select imported backfill material is ordered by the Engineer. The unit bid price for trench and backfill - type I - per lineal foot shall be full compensation for excavating, loading, placing, tamping, hauling or otherwise disposing of material as directed by the Engineer and all incidental costs necessary to accomplish the work as specified. Trench Excavation and Backfill - Tyne II shall consist of trench excavation through roadway section within the limits specified, Class "B" bedding, ar,d backfil , with excavated trench material unless select imported material is TECHNICAL PROVISIONS (Continued) TRENCH EXCAVATION AND BACKFILL (Cont.) rdered by the Engineer. The compacted backfill material shall be h-ought .o a point 10 inches below existing pavement grade. The top 10 inches shall be f1 led with 6 inches of crushed surfacing conforming to the requirements os Section 23 of the Standard Specification ano 4 inches of asphalt concrete, Class "B" , conforming to the requirements of Section 34 of the Standard Specifications. The unit bid price f.)r trench and backfill - type II - per lineal foot shall be full compersatior for cutting existing asphalt pavement to a depth as may be required to effect a uniform break, trench excavation, loading, placing, tamping and hauling or otherwise disposing 0 material a: directed by the Engineer, and restoration of asphalt pavement and all incidental costs necessary to accomplish the work as specified. SOIL AND/OR SUBSURFACE CONDITIONS The bidder shall make his own decisions and conclusions as to the nature of the materials to be excavated, the difficulties of making and maintaining required excavations, the difficulties which may arise from subsurface conuitions, and of doing any other work affected by the subsurface conditions and shall accept full responsibility. Extra compensation will not be made for the adverse conditions that may be encountered. REMOVAL OF PRIVATE PROPERTIES Removal and replacement of private properties shall be :signed as the Contractor's responsibility to restore private properties to property owner's satisfaction. This is not to he considered as new replacement, but only restorati -1 of existing facilities, in case of damage by con- tractor or res oration caused by necessity of removal . Such removal and replacement will be considered incidental to the project and no compensation will be made. FOUNDATION MATERIAL Foundation material shall be placed as outlined in Section 61-3.03 of the Standard Specifications except as herein amended. Where unsuitable ma`erial has been removed by over-excavation, at the d rection of the owner, the replacement material shall conform to the grading as specified in action 37-2.02C3, Crading No. 3 of ..ne Standard Specifications. Prior to installation of ,Inc, tle trench bottom shall be brought to grade as indicated with terial specified above, and stabilized as necessary, to provide a fu able of supporting the pipe in its proper position. Foundation material shall be paid �. i -.o the limits of the allowable trench TECHNICAL PROVISIONS (Continued) FOUNDATION MATERIAL (Cont. ) width at the top of the pipe as outlined in Section 10 - Select Trench backfill of these technical provisions. The unit price bid per ton for foundation material shall be full compensation for all labor, materials, equipment and all incidental costs, including the over-excavation of unsuitable material and the procurement, placing and com- pacting of the foundation material . GRAVEL FOR PIPE BEDDING - CLASS "B" Gravel for pipe bedding (pea gravel) shall have 100% passing the U.S. Standard 3/4 inch opening and not more than 3% will pass the U.S. N-. 200 (wet sieve) , 0-8% will pass the U.S. No. r' sieve and 95-100% will pass the U.S. Standard 3/8 inch opening with a minimum sand equivalent of 50. Gravel for pipe bedding shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of -,aterial shall be approved by the Engineer. Class "B" bedding shall conform to Section 61-803,62 of the Standard °oecifica- tions. F pe bedding material shall be placed to a depth of 4" below bottom of pipe and extending to spring line of pipe. The bid price for bedding gravel per cubic yard in place shall be full compensation for selecting, transporting, implacement, and compacting the bedding gravel . No further compensation will be made. SELECT TRENCH BACKFILL Select trench backfill for the pipa shall consist of crushed or naturally occurring granular material from sources selected by ie Contractor. The source and :uality of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horicontal limits for measoeirl select trench backfill in place shall be the W4d of the excavation except no payment will be made for material replaced outride of vertical planes, 2.5 feet outside of and parallel to the harril of the pipe and not the t. M or collar. No rrork shall be covered until it has bean examined by the Engineer. The earth which is filled around the pipe and t,. a depth of six (6) inches over the top of pipe shall be tree of rocks greater than two (2) inches in diameter. This material shall be gaud camped most meticulously so as to obiain the highest density possible. The remainder of the trench shall be backfilled in uniform layers, i.ot to excmed 12" in depth, and it shall be compacted to 90% opt". ,sing a vibrrtory compactor. TECHNICAL MVISIONS (Continued) SELECT TRENCH BACKFILL (Cont.) I To prevent cracking or pipe when using a vibratory compactor the first t — (2) lifts of backfill shall be installed and compacted with extreme e. Any excavation in excess of the above requirements shall be -eplaced with the native material or select trench backfill as di-ected by the Engineer and at the Contractor's expense. Select trench backfill shall be paid for by the cubic yard in place. CONNECTION i0 EXISTING MANHOLE Where shown on the plans, new drain pipes shall be connected to existing manholes. The Contractor shall be required to break into the structure, shape the new pipe to fit, regrout the opening in a workmanlike manner, and channel the connection so as to form a smooth transition of water flow. The unit price bid for each pipe connection to an existing manhole shall be full compensation for all labor, �quipment, material , excavation and all incidental costs necessary to complete connection and no further compensation will be made. SEWER PIPE 1 Concrete Pipe Non-reinforced concrete pipe shall conform to A.S -ignation C-14X, Table II (extra strength) excer* as otherwise �,rc 'nts Shai. ` manufactured for use of Branf kuuber Gaskets or e Fittings shall ',e of the same material acid class as .uncrete pipe. Concrete pipe shall be furnished and installed in accordance with Sections 60, 61 and 65 of the Standard Specifications except as modified herein. Four (4) inches o' bedding material shall be required under all sewer pipe. Bedding material . 1 _11 be the same material as ot�cribed in these teche` cal provisions. Section 61-3.05 shall .. 9 in,lude the following: The hand-placed backfill, around t;,e pipe and tc a point six inches above the crown shall be foot-tamped until it is unyielding. The remaining backfill , whether native material or select backfill , shall be mechanically *amped with hand-operated mechanical or pneumatic tampers. All excavation, placing of pipe, and backfilling shall be done in accordance with State of Washington Safety Standards f_r Construction 'Work, Part C of the lates. edition. The unit price per linear foot shall constitute complete compensation f^� all labor, material , fittings, tools, and equipment necessary for it= in,tallatien; including excavation, placing of pipe, and mechanically tamping the backfill material . No further compensation will be iad?. SAN-1 L I D 292 S-161 2X A t TECHNICAL PROVISIONS (Continued) SEWER PIPE ContinueL 4" Plastic Force Main a. "aw Materials,. The pipe and fittinqs shall be made of white Poly (VinyTChlorieT PVC plastic which shall meet the requi ^ements for a 12454-B comp)u nd. The minimum physical properties znd :hemical resis- tance of the PVC compound shall meet the requirement, of ASTM-D-1784 as follows: Minimum Physical Requirements of the PVC Com;ound teoperty Value anu Unit '<ethod of Test I Base Resin 1 Poly Vinyl Chloride 11 Impact Strength 2 0.65 ft-lbs/in. of notch ASTM D-256 III Tensile Strength (4) 7000 psi ASTM D-638 1V Modulus of Elasticity (5) 400,000 ps ASTM 0-638 V Deflection Temperature (4) 158° F ASTM D-648 Under Load of 264 psi Flammability Self-Extinguishing ASTM D-635 Chemical Resistance of the PVC Compound H2so4 (93%) - 14 days immersion at 550 + 20C Change in Weight: Increase Maximum Percent 5.0 Decrease Maximum Percent 0.1 Change in Flexural Yield Strength: Increase Maximum Percent 5.0 Decrease Maximum Percent 25.0 ASTM Oil No. 3 - 30 days immersion at 230 + 20C Change in Weight: Increase Maximum Percent 1 .0 Decrease Maximum Percent 1 .0 Specimens washed in running water and dried by an air blast or other mechanical means shall show no sweating within two hers after removal from the acid bath. b. Dimensions and Classifications. PVC pipe for forced sewer mains shall be manufacture by a continuous extrusion process. The pi^e shall be in classifi- cation SDR-26. The pipe shall meet the requirements of ASTM-D-2241 , "Poly- (Vinyl Chloride) PVC' Flz%tic Pipe." c. Pike_Narking. PVC Forced Sewer Main Pipe shall be marked at intervals of no greater_ ar. five feet. The markings on SDR-26 shall be as follows: (1) (Brand Name) Quality (2) Nominal Pipe Size (3) PVC-12454-B 4 SDR- (Number) TECHNICAL PROVISIONS (Contim ed) SEWER PIPE (Continued) 4" Plastic Force Main (Cont.) (5) Appropriate ASTM Number MWorking Pressure Extrusion Code d. Tren_thing. The width of the trench at any point below the top of the pipe s a not be greeter than that necessary to provide adequate room for connecting the pipe and compacting the sidefills. Final trimring and grading of the trench bottom shall be done manually. Trenches in rock or soil containing large stones shall be over-excavated by at least two inches and refilled to grade with a select stable material as approved by the Engineer. e. Foundation. Unstable soil conditions may be encountered when trenching below qr�—water level . The bottom of the trench shall be stabil-'zed before laying :he pipe. This is usuilly accomplished by lowering the water tahle twelve inches below the trench bottom and/or over-excavating the trench bottom and bringing it to grade with a stable materia' . f. Bedding. Bedding shall be Class "B" in accordl,nca with Section 61-3.03S2 of the Standard Specifications. Bedding material shall consist of clean, granular, unfractured pea gravel of which 100 percent will pass the U.S. Standard 3/4 inch opening. No crushed material shall be used. g. La in9- of Pipe. Lay pipe to grade on bedding and dig a bell hole in the bedding for tjie Vulcan Coupler, deep enough so that the barrel of the pipe will rest on the bottom of the trench. The gasket and pigot end of the pipe shall be wiped clean. Stretch the gasket and then insert it into the nasket race. Lubricate both malt. ;nd female ends of the pipe freely with u ;,.., nished by the pipe mar.t!f.acturer. The spigot shall be inserted into the oupler until it touches the gasket, backed out approximately one inch and properly alignee, then pushed home until it seats. (A swinging stab i., not a recommended procedure for making a joint.) Some joints may require barring to seat the joint, if so, a block shall be used to protect the end of the barred pipe. The pipe shall be laid with the coupling facing upstream whenever possible. Tne coupling shall rest in the bell hole. h. Haunching. A stable material shall be placed under the pipe haunches and up to the springline in uniform layers not exceeding six incnes in depth. When bedding is required, the same material should be used for both bedding and haunching. i . Initial Backfill . Stable material , free of rocks and stones, shall be used to backfillthe trench from the springline of the pipe to a point at least six inches above the top of the pipe. NOTE: Each layer of bedding, haunching and initial backfill shall be placed, TECHNICAL PROVISIONS (Continued) SEWER PIPE (Continued) 4" Plastic Force Main Cont. then carefully and uniformly compacted to 650, standard Proctor denisty for an E' of 300 PSI or 90% standard Proctor density for an E' of 700 PSI . Jetting may be used as an alternate method for compacting the initial backfill where both the natural soil and the backfill material are free draining, and soil densities of less than 90% are required. In this case the initial backfill is hand-placed to approximately twelve inches over the top of the pipe, and water is flushed into the trench by inserting a hoze nozzle to the trench bottom at ten foot intervals. Jetting shall continue until the fill is completely settled. The quantity of water shall be regulated such that the trench does not become inundated to such extent that it will cause the pipe to float. Extra fine sand, clay, silt or lar5e soil `umps shall not b, allowed as bedding, haunching, or initial backfill material . j. Backfill . Th? remaining backfill over the top of the initial backfill shal bi— e pieced in accordance with contract specifications. k. Testing. After backfilling, the pipeline shall be tested for leakage. The maximum allowable infiltration or exfiltration, measured by tests of sections between manholes, shall not exceed 25 gallons per inch of pipe diameter per mile per twenty-four hours. 1 . Connecng Joints_. Four inch SDR-26 PVC Gravity Sewer Pipe and Forced Main seweti r pipe shallhave joints utilizing the ASC Vulcan rubber gasket for sealing. m. Ceu iin and S i er. Ends. PVC sewer pipe with solvent cemented joints shall Eave an in egra._beTed coupler on one end. PVC plastic sewer pipe with rubber gasket shall have the ASC Vulcan Coupler on one end. The gasket shall fit snugly into the span )etween the underlapping spigot end and the gasket race to form a flexible watertight seal . The Vulcan gasket shall be the sole element depended upon to make the joint flexible and watertight. Each male end shall be beveled to facilitate joining the pipe together. n. Gasket Specification. The ASC Vulcan Gasket shall meet specifications defined in AS1K_5'ZM_F--;.k820 and ASTM 2000-AA625, and can meet regairemer.ts of ASTM-D-1869. The surface of the rubber gasket (elastomeri: seal) shall be smooth and free from pits, cracks, blisters, air marks or any other imperfection that would affect its behavior in service. Gaskets shall have an average cross sectional area of 0.34 sq. in. The cross sectional areas shall have a tolerance of 6 percent. Y � f 1 TECHNICAL PROVISIONS (Continued) SEWER PIPE (Continued) 4" Plastic Force Main Cont.)_ o. PipeLengths. Pipe shall be ten or twenty foot laying lengths. Non- stan ad rd�engtns are subject to special inquiry. p. Fittings. Fittings, such as saddle outlets, elbows, tees, wyes, etc. , shallbe of the same material and compatible in construction to the adjacent pipe. q. Installation. Installation procedures shall meet the requirements specified in-TS- M-D-2321-72 The unit bid price per linear foot for 4" plastic force main shall constitLte complete compensation for all lab r, material , fittings, tools, and equiprent necessary for its installation; including piecing of pipe and mechanically tamping the backfill material . No further compensation will be made. LIFT STATIO14 Duplex Sewage Pump The Contractor shall furnish and install , as shown on drawings and as described in these specifications, two Pacific 4 "AW" Type NCD heavy duty automatic duplex non-rlog sewage pumps or approved equal , each pump having a capacity of F.00 gallons per mirute against a total head of 40 feet. Pumps are to be of length suitable for a sump 6 feet deep. Each pump shall be equipped with Pnclosed, non-clog type, cast-iron impeller, capdble of passing 3 inch uiameter spheres, securely locked to renewable stain- less steel sub shaft, which in turn sha'il be locked to pump shaft. Pump casing a shall be of close grained cast-iron and suspended from individual sub-plate by standard weight steel pipe column with machined flanges, insuring perfect align- ment between pump casing and motor. Pump main shaft shall he high carbon steel , tested on centers in lathe for true running. Each pump shaft, impeller, and coupling shall be carried by grease-packed deep- groovad, self-aligning radial thrust ball bearing in dust-proof housing machined in motor support base. Pumps shall have doW a bracket construction with bearing elevated above the cover plate. Bottom column bearing at pump shall be cutless rubber bearing. Pump column shall be provided with renewable grease lubricated bronze sleeve intermediate bearing as required, with grease piping connection to sub-plate. Discharge pipe shall be provided between pump and sub-plate, and rigidly locked to sub-plate. Each pump shall be direct connected through flexible coupling to a 5 H.P. vertical , drip-proof, ball baring motor, mounted on combination motor support stand and bearing housing. Motor shall be 208 volt cr 23:r 4F0 volt, 3 phase, 60 cycles, not over 1750 R.P.M. Motor shall hake ample capacity to deliver the capacity and head specified, on continuous duty, without being loaded beyond a service factor of 1 . Motor windings shall be epoxy treated for moisture protection. Sump main cover shall be gas tight suitable for a sump diameter of 72 inches, provided with 36" 0 manhole with locking steel cover, and with flanged vent connection. TECHNICAL PROVISIONS (Continued) LIFT STATION (Continued) Duplex Pump Control The Contractor shall be required to furnish and install a PACO Type EMA Pump Panel , or approved equal , witi, sealed-contact PVC regulators in sump for automatic control sF the two pumps and alarm circuit. Panel shall be NEMA 3, weather tight (tamper proof switches) , for pole mounting, 115 volts, 60 cycle, 3 phase, and shall include a magnetic-starter with overload pro- tection and under-voltage release for each motor, circuit breaker disconnect switch for each motor, automatic electric alternator, hand-off-automatic selector switch for each magnetic starter, high water alarm, pump running lights, running time meter, and alarm silencing button. Regulators shall be equipped with 20 feet each of electric cable. Regulators The regulators as shown on the Standard Drawing shall be installed to the e' _- vaticns shown on the Standard Drawing. The regulators designated as F-1 , F-2, F-3, F-4 shall be further defined as the following: F-1 Both pumps off F-2 Lead pump on F-3 Lag pump on F-4 4Iigh water elarm The lump sum bid for Lift Station complete in place shall be full compensation for all necessary labor, material , equipment, testing, and all other costs for work a, specified and necessary to complete Lift Station as shown, including service pole, conduit, ane )ecessary trenching as shown on the plans. TESTING FOR ACCEPTANCE The method used for testing the sewer pipe for acceptance shall he Low Pressure Air Test. Refer to table in this document. If additional infor- mation is required, see Section 62-3 of the Standard Specification. ASPHALT CONCRETE CLASS "B" Asphalt Concrete Class "B" (AR-4000) shall be in accordance with Section 34 of the Standard Specifications except as herein modified. Specification_Desiqnation AR-4000 Absolute Viscosity @ 140° F. poise 3000-5000 Kinematic Viscosity @ 275° F. CS, Min. 275 Penetration at 770 F, l0" g/5 Sac. , Min. 25 Percent of original penetration at 770 F, Min. 45 Ductility at 770 F. , CM, Min. 75 TECHNICAL PROVISIONS (Continued) ASPHALT CONCRETE CLASS "B" (Continued, Test on Original Asphalt Flashpoint, Pensky-Martens, Deg. F. , Min. 440 Solubility in Trichlorethylene % min. 99 Installation shall be any method determined by contractor as adequate to place asphalt concrete and compacted to withstand loads imposed by vehicular traffic present. Care shall be taken to insure free vehicular movement zs much as is possible when restoring existing asphalt roadway, and to prevent undue roadway settlement after contractor has completed contract. The installation of asphalt concrete Class B for roadway restoration and all incidental costs necessary to accomplish the work as specified shall be incidental to Trench Excavation and Backfill , Type II, and no further com- pensation will be made. CRUSHED SURFACING COURSE (1-1/4" MINUSI Crushed surfacing course, (1-1/4" minus) shall ^eet the requirements as outlined in Section 23 of the Standard Specifications. The Contractor shall select thn source, but the source and quality shall be approved by the Engineer. Where additional "fines" are required the Engineer may require 5/8" minus crushed rock, meeting specifications, in lieu of 1-1/4" at no change in price. The unit price per ton for crushed surfacing course (1-1/4" minus) shall be full compensation for all labor, material , equipment, and all incidental tests necessary to complete the work as specified. PAVEMENT REMOVAL The Contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The contract price per lineal foot for "trench excavation and backfill" shall include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra payment of any kind will be made for storing, handling, hauling or manipulation of removed pavement. COLD MIX ASPHALT PATCHING Cold M;x Asphalt shall be placed and compacted as directed by the Engineer. 'The unit bid price for Cold Mix Asphalt Patching per ton will be fall compensation for furnishing al labor, materials, and equipment necessary to place patchee to the satisfaction of the Engineer and no ether compen- sation shall be made. 10 1 ti TECHNICAL PROVISONS (Continued) I RESTORATION, FINISH A,JD CLEANUP Restoration, finish and cleanup shall be performed in strict compliance with Section 4.08, 57 and 68 of Standard Specifications . I TECHNICAL PROVISIONS (SCHEDULE 6) SIDE SEWERS The installation of all side sewers shall be performed as directed by the Engineer. Upon approval by the Engineer,, the Contractor shall install 4" side sewer from the existing 6" stub at the property line to connect to the existing house plumbing. Installation of side sewers shall be done in compliance with the Inter- national Association of Plumbing and Mechanical Officials Uniform Plumbing Code, 1967 Edition, unless otherwise directed by the Engineer. The unit bid price per lineal foot of 4" side sewer shall be full compen- sation for all labor and material necessary for excavation, backfill , placing of foundation material , laying of pipe, restoration and all in- cidental :.osts necessary to complete the job to the satisfaction of the Engineer, and no further compensation will be made. 1 , ,P ]'opc CDO Sumflard Drawings t ASPHALT CONCRETE ON BITVMIOU: I PLdNI MIX PICA CEMENT PATCH CUT ;HALL BI VF xll(t.l NID itl SINPI WIT LIHL; AS UI MLL It D. n[MOVC LOOSENED ASPN ALT TRIM VERTICALLY CONCRETE C �TEIS1111G CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT �COAPpCTLU WHEN ROCY, I I_ TYPE MU, t. WHEN ORDERED 1 BY IHL LNYINLLµ EXISTING NIGID BASE- A" COMPACTED TRENCH BACKFILL ` A L T E A N A T E A ' ASPHALT [ONCxe t( 0A BITUMINOUS CUT SMALL BE VERTICAL PLANT MIX PAVEMENT REPLACEMENT AND ID 510.AIGNT ONES PATCH >< PAVEMENT OE EXISTING / p1 DI tf CTLO PAVCMf xT PLUS / CUT WITH PNEUMATIC PAVEMENT CUTTER • EXISTING CONCRETE -PH VE MC NL EXISTING ASPHALT_ / PAVEMENT [,I:TING RIGID BASE WHERE WIDTH OF PATCH IS I/ LEIS THAN i COMPACTED SELECT MATERIALS WHERE PATCH IS 4' ORi I MORE IN WIDTH COMPACTED TRENCH BACKPILL�� W. 6" IP" 1 VARIABLE 1?, 61. 8.• RIGID PAVEMENT WITH ASPHALT —CL nl xt LONG RE TC PAVEMENT CONCRETE SURFACE A L L [ R N A T E B ' T Y P I C A L P A T C H 1 0 R R I G 1 0 P A V I M E H I EXISTING ASPHALT CON-BETE ASPHALT CONCRETE OR BITUMINOUS SUµf A(L PLANT MIX XEPLA(IMEMT I-ATCM 2" "IN -T._ -..- 6" MEN I` L—EXISTING BASF EXISTING OIL MAT A-- COMPACTED e COMPACTED SELECT MATERIAL ��COMPACTCO TRENCH JACXFILL '.. T Y P I C A I. P A T C H 1 0 A I L E K I B L I P A V [ N l N t 00 NOT SCALE GENERAL NOTE- TIL CLASS ORCRETE Kit CLASI S(1.1/2)L WHICHEVER ISS SPtLIFIED. PAYMENT "CEMENT CONCRETE CLASS ( ) FOR PAVEMENT PATCH". Povement PoiChIng PIN CUBIC YARD. "ASPHALT CONCRETE CLASS 'B' FOR PAVEMENT PATCH", PER TON "BITUMINOUS PLANT RIX FOR PAVEMENT PATCH", PER TOE! Stondord Pion No. 18 w a LENGTH OF 6" PIPE (FT.) 0 50 100 150 200 250 300 350 400 0 0 20 40 59 79 99 119 139 151,91 � 50 35 56 75 95 114 134 154 174 17+ 1 . — 100 70 90 Io0 1301 150 169 187 186 184 d 150 106 125 145 165 185 195 193 191 189 ()D 200 141 161 1801 200 202 199 197 195 193 U_ 250 176 196 214 209 205 202 200 198 196 O 300 211 220 2,: 2:1 208 205 202 200 196 = F- 3501 227 221 217 213 210 207 205 202 20; 2 400 227 E22 , 218 214 211 r2 206 204 202 W J LENGTH OF 6" PIPE (FT.) 0 `50 100 150 200 250 300 350 400 0 0 20 40 1 59 79 99 119 139 158 U. 50 55 75 95 114 134 154 174 192 190 W 100 110 130 150 169 189 209 210 207 203 165 185 205. 224 233 227 2Z2 217 214 O 200 220 240 257 248 241 235 230 22" + ?72 250 275 271 261 253 247 241 236 232 1228 300 283 275 264 257 251 246 241 1237 j 233 1-- 350 283 274 267 260 254 249 245 24I 237 Z 400 1 283 275 269, 263 2571252124812441241 I PROCEDURE: A Pressure trf 3.5 PS I Is Attained And CITY OF RENTON Left For The Required Seconds From The Proper Tate. The Maximum Drop In Pressure Is I PS.I. For The Required Tame AIR TEST TABLE ENGINEFRING DEPARTMENT , � `� r ,. ... ,. �• 1 1J�6E 101-DEr.S . i 1� I�! i C.O. M 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT ONTRACT LID 292 Eastwood Park Sanitary Sewers CAG 009-75 CONTRACTOR Renton Construction Co. Inc. SUMMARY OF PROPOSED CHANGE The contractor has agreed to perform the electric-1 services for the Eastwood Park lift station from Puget Power pole which is located 185 feet southeasterly of the lift station to the mZtering box. The conduit place- ment shall include 10 feet of steel conduit and 20 feet of PVC conduit to be installed on Puget Power pole, and the rigid conduit under the roadway aection. Thc. co.iduit and wiring sizes should be determined to accommodate 100-Amp system ana in accordance with the National Electric Code, 1975 Edition The lump sum payment of $1,094.86 shall be full compensation for providing labor, tools, equipment and incidentals required to complete the work. It is the contractor's responsibility to obtain the necessary permits to perform the work and coordinate pi_..ement of the conduits wich Puget Power. All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT--MMT CONTRACT NET CHANGE --UTI MATED CONTRACT' $29,aa7�z;+T I $z9,�UNT 92 I $1Io9oRa6R I TOTALoI aFTERa CHANGE SIGNATURES' CuNTRAf!•AR,- DATE 2-28-75 p"uJECT ENGINEEfj/ � _ <'�Lcts z-- DATE 2-28-75 APPROVED BY [� / :� v—_-- DATE ��(PuM ic Works Director C.O. T 2 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT L.I.D. 292• Eastwood Park Sanitary Sewers CAG 009-75 CONTRACTOR Renton construction co. , Inc. SUMMARY OF PROPOSED :RANGE 1. Furnish and install 3-way disconnect with provision for connection of a portable generator. 2 Furnish and install 220 volt to 110 volt transformer. 3. Furnish and install 110 vol.- receptable. 4. Repave electric crowing trench in 138t.h Ave. S.E. Itens 1, 2 and 3 are at the request of City Utilities Department. Item 4 is at the requ,ast of King County Road Department. _ The Contractor agrees to perform the above work complete for the agreed price of One Thousand twenty-two dollars and seventy-four cents ($1,022.74i , including sales tax. All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. 7=A=7N , - R AT C6ATRAC'�-rTTF�,TED ET�H AN GE F�TTF�i D CON AMOUNT I AMOUNT I THIS ORDER ` TOTAL AFTER CHANGE $29,887.92 $30,982.78 $1,022.74 I $32,005.52 SIGNATURES: CONTRA �(t . . _ i %(� _ DATE 7 ' 3< ' 7l PROJECT ENGINEF ' E I ` APPROVED BY DATE ub c kor�Director EASEMENT THIS INSTRUMENT, made th4s 13trday of_ February 1975 Lincoln 1st Federal Savings and Loan by and between _and and and and ; hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Municipal Corporation of King County, 4ashington, hereinafter called "Grantee." 'J' ._:k-81 "'. That said Grantor(s) , for and in consideration o the sum of $ l.00 ld by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell , convey, and warrant unto the said Crantee, its successors and assigns, an easement for public utilities (including water and i sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: All that portion of Lot 19 in the plat of Eastwood Park as recorded in Vol. 86 of Plats, Page 40, Records of King County, Washington described as follows: ' The Northerly 20 feet of said Lot 19, as measured perpendicularly to the - North Lice, lying Easterly of a line being 20 feet Westerly of, as measured at right angles to the ::aster:v line of said Lot i9. As situated within the NW 1/4 of Sec. 3, Twp. 23 N , Rng. 5 E. , W.M. } � r X C Together with a temporary c truction easement described as : r Said temporary construction easement shall remain in force during construc- tion and until such time as the utilities and appurtenances have been accented for the operation and maintenance by the Grantee but not later than Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rignt(s)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition _ , they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. Hcwc.ver, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall 'oe a covenant running with the land and shall be binding on the Grantor, his successors, heirs and a'ssigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. At ./Lk.cce, J L /L +'/i'.yP�.(t - _and -------- l/at.Y�� d 1zV_'_0 , 't2, and _ — L'k =and -- -- ' and --- ------ -- STATE OF WASHINGTON ) COUNTY OF KING I , the urdcr;;: red, z, notary puLlic n and tor- the Sate of Washington, hereby certify that on this r_2_day of r fie +_1e — 197 t personally appeared before me 6AR-1 D. C 4Ittz/3C'1/ and _ --- — ----- _ and --.---- and __ --- — --- --- —and to me known to be indivi"ual (s) described in an who executed a foregoinginstrument, and acknowiedgcd that_�[_E signed and sealed the same as ems —free and voluntary act and deed for tie uses and purposes therein mentioned. �'r��� Co�r tat Notary Public in andhe State of Washington, residing at aw ■w SAN-1 EASTWOOD PARK (LID 292) S-161 _ ESTIMATE N1 CITY OF RENTON • DLPARTMENT OF ENGINEERING; * • MUNICIPAL BUILDING TOO MILt- AVE SOUTH. RENTON, WA. 98055•j' 235-2631 PROJECT L.I.D. 292 ._ Pf20GRFSS PAYMENT ESTIMATE NO. .. 1 Contract No. -TS Coot-acto, Renton Construction Co., Ir-. Closing Date-, 374-75_ Shee+1 ofI ___ SCHEDULE "A" It i E,,t PREVIOUS TOTAL THIS ESTIMATE TOTAL TU pAT'E j Dellcnpt on Urnt Unit P„ce F - -i - __ _ r .__ __. Qtv Cty A�. oum Qty. Amount QTAmount gl. Mobilization L.S. 1 ,500.00 L.S. --- 75% 1,125.00 75% 1 ,125.00 2. Clearing & Grubbing L.S. 500.00 L.S. --- 100% 500.00 100% 500.00 3. Trench Exc. & B.F. Type I L.F. 2.00 785 --- 78C 1 ,570.00 785 1 ,570.00 4. Trench Fxc. & Q.F. Type II L.F. 8.00 75 --- 75 600.00 75 600.00 5. Foundation Material - Ballast TON 6.00 25 --- 20.21 121 .26 20.?1 121 .26 6. Bedding Gravel TON 6.00 45 --- 62.31 373.86 62.3; 373.86 7. Seiect Trench Ba kfill C.Y. 5.00 20 - --- 128,99 644.95 128.99 644.95 8. Conn, to Ex. M.FI. EA 150.00 2 -- -__ 2 300,00 2 300.00 Concrete - 9 L.F. 8.20 70 ! �. C Pipe " -- --- 70 574.00 70 574.00 10. 4" Plastic Force Main L.F. 1.00 830 --- 830 830.00 830 830.00 11. Cold Mix Asphalt TON 10.00 lu -- 6 60.00 6 60.00 12. Lift Station - Complete L.S. 8,874.60 L.S. --- 5C% 4,437.30 50% 4,437.30 -- C.O. tl - Electrical Service L.S. 1 ,094.86 - --- 100% 1 ,094.86 100% 1 ,094.86 SCHEDULE "B" 1. 4" Side Sewer Conn. L.F. 6.85 1900 -- --- --_ --_ _-_ --- SUBTOTAL 12,231 .23 5.3% Sales Tax 648.26 10% Retained Under $100.000.00 1,223.12 5% Retai!�.ed Over $100.000,00 -_- Amount Due 11 ,656.37 TOTAL 12,879.49 i CITY OF RENTON • DEPAR-TMtNT OF ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055" 235-2631 PROJECT_L,I.D. 292 PROGRESS PAYMENT ESTIMATE NO :ontract No.._CA6 D09-75 _ Contractor Renton-Construction Co., Inc. . -_ Closing Date 3-4-75 Sheet L of 1_ _ SCHEDULE "A" t Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Description �Un7,tUnit Pace Qty Cty Amoun G1ty Amount Qty Amount -- - �- -- 1 "--_ -- 1. : Mobilization L.S. 1 1,500.00 L.S. -- -- 75% 1,125.00 I75S .,125.00 2. 1 Clearing __ i A Grubbing L.S. 500.00 L.S. i --- 100Z � 500.00 IO,K 500.00 Trench Exc. R B.F. Type I L.F. 2.00 1785 -- --- 785 1,570.00 1785 -'510.00 4. Trench Exc. 8 B.F. Type II L.F. 8.00 1 75 -- -- 75 500A 75 600.00 5. , Foundation Material - Ballast TON 6.00 25 --- V.21 121 .26 20.21 121.26 I i i 6. 1 Bedding Gravel TON 6.00 4b --- 62.31 373.86 62.31 373.86 7.1 Select Trench Backfill C.Y. 5.00 2 --- 128.99 644.95 128.99 VA.95 8. 1 Conn. to Ex. M.H. EA 150.00 2 2 300.00 2 300,00 I 9.1 Concrete Pipe - 8" L.F. 8.20 70 --- 70 574.00 70 574.00 10.1 4" Plastic Force Main L.F. 1.00 830 --- 830 830.00 830 830,DO I 0i Cold Mix Asphalt TON 10.00 10 --- 6 60.00 6 60.00 12. Lift Station - Complete L.S. 8,874.60 L.S. - -- SOS 4,437.30 50% 4.437.30 -- C.O. tl - Electrical Service L.S. 1,094.86 -- --- 100% 1,094.86 100% 1,094.86 ` I j SQiED'JLE -B" 1. 4" Side Sewer Conn. L.F. 6.85 1900 - - --- --- i SUBTOTAL 12,231 .23 5.3% Salo Tax 648.26 10% Retait _d "-der $IDO,000.00 1,223.12 5% Retained Over $100,000.00 --- Amount Due 11 ,656.37 - TOTAL 12,879.49 �I i i i i i � v^. CiTY OF RENTON s DEP.ARTWNT OF ENGINEERING • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH. RENTCN. WA. 98055. 235-26,11 PROJECT L._I.U_.292 PROGRESS PAYMENT ESTIMATE NO _ Contract No. CA6 009-75 Conti actor^Renton Construction Co., Inc. 3-4-75 -_ . Closing Date_-- ,__ Sheet 1 of 1 _ _SCMF A LE "A" _ _ It - - Est. EVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE NO Description Unit Unit Price -- QtY. Qty. Amount Qty. Amount Qfy Amount 1. Mobilization L.S. 1,500.00 L.S. -- --- 75% 1.125.00 •75% 1 ,125.00 2. Clearing 8 Grubbing L.S. 50U.00 L.S. -- --- 1GO% I 500.00 100% 500.00 3. I Trench Exc. S B.F. Type I L.F. 2.On � 785 --- 785 I 1,570.00 785 1,57 .00 4. ! Trench Ex:-. 5 B.F. Type II L.F. 8.00 I 75 -- --- 75 600.00 7" 600.00 5.1 Foundation Material - ballast TON 6.00 25 - --- 20.21 121.26 20.21 121.26 6. 1 Bedding Gravel TON 6.00 45 -- --- 62.31 373.86 62.31 373.86 7.1 Select Trench Backfill C.Y. 5.00 20 - --- 128.99 644.95 128.99 644.95 B. " Conn. to Ex. N.H. EA 150.00 2 -- 2 300.00 2 300.00 ( 9.1 Concrete Pipe - 8" L.F. 8.20 70 --- 70 574.00 70 574.00 i 10. 4" Plastic Force Main L.F. 1.DO 1830 830 830.00 830 830.00 1. Cold Mix Asphalt TON 10.00 10 -- 6 60.00 6 60.00 12. Lift Station - Complete L.S. 8.874.60 L.S. -- --- 50% 4,437.30 50% 4.437.30 -- C.O. /1 - Electrical Service L.S. 1,094.86 - --- 109% 1 .094.P6 100% 1.094.86 SCHEDULE "B" i 1 . 4" Side Sewer Conn. L.F. 6.85 1930 -- --- --- SUBTOTAL 12,231.23 5.3% Sales Tax 648.26 10% Retained Under $100,000.00 1,223.12 5% Retained Over $100.000.00 --- Amount Due 11 .656.37 TOTAL 12,879.49 I i DATE March 4, 1975 TO: GWEN MARSHALL, FINANCE DIRECTOR FROM: WARREN C. GONNASON, DIRECTOR Ce PUBLIC WORKS SUBJECT: Estimate No. 1 Contract No. CAG 009-75 Project: L.I.D. 292 ---- --------------------------------------------- ' Submitted herewith and recommended for payment is Estimate No. 1 for wort: performed by Penton Construction Co. , Tnc. Amount previously paid Contractor $ -6- Amount previously retained $ -8- Amount retained this estimate $ 1,223.12 (to be allocates from the following accounts: ) ( ) $ 1,222.12 ( ) S -- _ ( j S_ Amount Due Contractor This Estimate $ 11,656.37 GRAND TOTAL $ 12,879.49 The amount due the Contractor this Estimate is $_11,656.37 which is to be paid from the following accounts: ( I S CHARTER 116, LAWS OF 196o CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HERESY CERTIFY CNDEH PENALTY OF FESJVRY, THAT THE MATERIALS HAVL SEEM FURNHHED, THE BIRVICES IIENDERLD OR T. LABOR PERFORMED A$ DISCRISED HEREIN, AND THAI INA CLAIM IS A JUST, DUE AND UNPAID OGLIG ATION AGAINST THE CITY OF RJOTON, AND THAT 1 AM AUTHORISED TO AUTHE GATE AND CERTIFY 10 SAID CLAIM. VZ..My SIGNID: A, D • E 1 DAT'2 March 4, 1975 TO: GWEN MARSHALL, FINANCE DIRECTOR FROM: WARREN C. GONNASON, DIRECTOR Of PUBLIC WORKS SUBJECT: Estimate No. 1 Contract No. CAG O)9-75 Project: L.I.D. 292 ------------------- •---------------`--------------------------------------------- Submitted herewith and recommended for payment is Estimate No. 1 for work performed by Renton Construction Co. , Inc. Amount previously paid Contractor $ -e- Amount previously retained $_ -B- Amount retained this estimate $ 1,223.12 - (to be allocated from the following accounts:) ( ) $ 1,223.12 ( ) S lmount Due Contractor This Estimate $ 11,656.37 — GRAND TOTAL The amount due the Contractor this Estimate is .$ 11,656.37 which is to be paid from the following accounts: ( ) S CHARTER 116, LAWS OF 196o CITY OF RENTON CERTIFICATION 1. THE UNDERSIGNED DO HEREBY "STIFF U III DI I' PENALTY OF PERJURY. THAT THE MATERIALS HAVL S[EN FURNISHED. THE SERVICES RENDERED 04 Tnl LABOR PERFORMED AS DESCRISEO HEREIN. AND THA1 IHE CLAIM IS A JUST. DUE AND UNPAID OBLIGATION AGAINST THE CITY OF R[ TON. AND THAT 1 AM AUTHORIZED TO AAUTHC rCATE AND CERTIFY TO SAID CLAEhE•,1��/ SIGNED+ DATE March 4, 1975 TO: GWEN MARSHPLL, FINANCE DIRECTOR, FROM: WARREN C. GONNASON, DIRECTOR OF PUBLIC WORKS SUBJECT: Estimate No. 1 Contract No. CAG 009-75 Project: L.Z.D. 292 -------------------------------------------------------------------------------- - Submitted herewith and recommended for payment is Estimate No. 1 for work performed by Renton Construction Co. , T_nc. ( Amount previously paid Contractor $ -8- Amount previously retained $ -8- Amount retained this estimate $ 1,223.12 (to be allocated from the following accounts:) ' ( ) $ 1,223.12 ( ) $ ( ) S Amount Due Contractor This Estimate $ 11,656.37 GRAND TOZAL $ 12.879 49 The amount cue the Co-tractor this Estimate is $ 11,656.37 , which is to be paid from the following accounts : CHARTER 116, LAWS OF 196a CITY OF RENTON CERTIFICATION I. THE UNDERSIGNED DO HEREBY CERTIET UND11, PENALTY OF PERJURY. THAT THE MATERIALS HAVL BEIM TUANTSNLO, THE SERVICE& RLNDEREO OR Urt LABOR PERFORM" A& DESCRIBED HEREIN. AND THAT THE CLAIM 12 A JUST, DUE AND UNPAID OREIGATION AGAINST THE CITY OF REMTON, AND THAT I AM AUTHORIZED TO AUTHE LATE AND CERTIFY TO SAID CL" v �. / i i a 1i J 7T z 1 -alva 0.1 ,2 w1O1 1'd101 snot H32ld /B „0� t gtraJ_ Ii 777 _ 1 — — i j lr I Z s � GZ �Z -- _— ZZ "-11Nn A•'7 11Nn �J —_ .—.LINn —llNn 1iNn ---11tVn .��� J_1Nn11Nn -7 7 �y J 7 x 1 w O�o7ssr�d —'- ON trt311 — 'ON W31+ — 'ON W311 ON W311 ]T ON W�111 ON N31t 6 On N�311 1*yl.ol S�t11 LN�df1C? i al.o OLL ' '1d101 - -� 4fOV^37ld H a i 77.7 f7 Are o: - �G2 zz iz z . — -itNn 11Nn n�2 --itNn 1tNn 1.) itNn - 7 lttvn -- �^�1tNn S 7 ltwn Fy I -alva 57 �1 ,v��r�aarl� 7�i►O'�9 ��i� �asv Gt a 1_�d�1�' aUA'2I?Iri�, •ir;rv� .���7�5 -��•�2¢..� � Nii1bQ/✓rlp� •Jy� �rr��1 •�x_:� r+��ay �_ ' �'7� ON W31t Z- 'ON W311 -"7f ON W'31, ON W311 ON W'31t ON W311 ON W311 �� 'ON W311 PI L.I.D. 292 EASTWOOD PARK SANITARY SEWER A INSPECTOR'S DAILY REPORT Weather: Date: 3�S - 3 - 7 5- SCHEDULE A NO. I :DESCRIPTION UNITS QUANTITY — L T1 1. Mobilization L.S. 2.41 Clearing 6 Grubbing L.S. 3. Trench Excavation 6 Backfill, Type I L.F. �. Trench Excavation 6 Backfill, Type II L.F. / Q 5. Foundation Material - Ballast Ton 6. Gravel for Pipe Bedding - Type "B" Ton 3. 0 7. Select Trench Sackful C.Y. 6. Connection to Ex:ating Manhole Ea. 9. Cement Concrete Pipe 8 L.F. 10. 4" plastic Force Main L.F. 11. Cold-Mix Asphalt Patcning Ton 12. Lift Station, complete in Place I L.S. SCHEDULE B NO. I DESCRIPTION UNITS QUANTITY 1 4" Side Sewer Connection I L.F. COMMENTS: INSPECTOR: Posted Dater �i g BY4 l -, L.I.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather:__ _i _ Date: SCHEDULE A NO. DESCRIP•rI0N UNITS QUANTITY 1. Mobilization L.S. 2. Clearing & Grubbing L.S. 3. Trench Excavation & Backfill, Type I L.F. 4. Trench Excavation & Backfill, Type II L.F. •� 5. Foundation Material. - Ballast Ton 6. Gravel for Pipe Beddinq - Type "B" Ton 7. Select Trench Backfill C.Y. 8. Connection to Existing Manhole Ea. 1 9. Cement Concreta Pipe 8" L.F. 10. 4" Plasiic Force Main L.F. 11. Cold-Mix Asphalt Patching Ton 12. Lift Station, Complete in Place L.S. SCHEDULE B NO. I DESCRIPTION v UNITS QUANTITY 1 . 4" Side sewer Connection s COKIENTS: INSPECTOR: Pobted Dater -- -. By. NT G.yn SU9 1 CALLED MO DAV YR TRUCK 'LINT TICKET NO T START �] V 1 HAULED TRIP [ ]PILE O'er/' ` I •L] ARRIVE •__.___.- .. SOLD TO: •NE LOAD DELIVER TO: P 0. JOB - LOT- ETC / AT JOB _ Grp -- STA41T l. 1 �/ ! 0AV `i 21 5 /� /T FINISH ._. _...... kJNLOAD I/ IN Y I /r N YARD PR Cc AMOUNT T POUNDS CONCRETE STATE BLENO CC OL O 42010—}I - 12040 42050 42070 RVY FINE SUPERFINE FiL LEp -- MIXER J� Q SAND_ 42020 42030 42060 1 U 111111 I e N PEA Ira t. PIT RUN POUNDS ,Q t i 5201 5203 5205 5207 O I T/B •4 GRANOLI NI V I ML RI€ND GRAVEL 5202 5204 5206 5208 o POUNDS BASE COURSE 5/4-I/N vA _ 6 K A V I V 010 62030 62050 62060 t CRUSHED I_I 5 ERR Slf MI%PK. I IA-MI%RK DmyY h� ROCN 62020 6-040 62060 62070_ MIXER /II TONS EXTRA MAUL 70001 MINIMUM LOAD a TONS I 54%CEMENT STANOARD 60001 NYURIY 60002 WNRE 80003 SAi K5 11ME MASONRY CONCIIETE TOPPING 80007 cfMEnr 80004 MIX 80005 m% $0006 PIECES EXPANSKIN JOINT 84 X X iQ• FEET RE RAW BSO / CUTS 86000 TIME WE <u An N AOOED I i ALsl ,F, SUB T T PTO In k WAY X ` RENTON OFtICE TA - TOT 41 I• n 0 W.1. RENiUN WN db DELIVERY TICKET .n Lu�•.n� ul ...v e.n- .ne .r xei a LQUAI.OIwORTUNITY EMPLOYER 1T6-1000 cat-3100 S' 3NEWAY c"nertIl , P.O.BOX 509- RENTON,WASHINGTON 98055 2261000 Zee Spa DATE 2 -1 -G-197_�L P.O.+r PLpNTY __ .____, ADDRESS_—� fit a CITY DELIVER TO Y ,Awnry ors<annoN cs waoorv. ai ros SAND GRAVEL CRUSHED ROCK,r eec o X sue si TOTAL I TAX L`HNER ,y TOTAL No. A 37402 It tr sperlheelly armd that$TONEWAY CONCRETE INC.will not he held Imhle for any damape to shruhhery.Hovers,0ty sidewalks,roadway,or private prupalty in delnennp mat erial listed shore,an thYe p,mires. i 293, STO N EWAY caT,rnrsa . P.0 BOX 509- RENTON,WASHINGTON 98055 2261000 DATE 191 _ SOLD TO E. 4, — ADDRESS CITY _. y DELIVER ` .,S � '� ��__- 70 ! _ 4V.N iilV :N.,SY(NIVt(IN VFiCF NNOVNI � cu .os SAND GRAVEL CHUSHi=D ROC _ _ yr AEC'Dx TOTAL e� TAX RIVER TOTAL. �"' �c..Gl_.+n' _�; 4 . No. A hot slwclfically agreed that STONEWAY CONCRETE INC..,It mit be held liable for ei.y damage to shrubbery.Flowers,city sodewNks.roadway or private property In dahvenny arral hsled above.on these premises r` l 3014 I STO N EWAY rE„L_neatss P.O.B0X 509 RENT0N,WASHINGT0N 98055 2261000 DATE=S'3L_197 SOLD TO I�,..�T Y 1 ADDRESS ITY _ N DEU— O' 3 OVANTTv pGSC Peen cu yps SAND GRAVEL f CRUSHED ROCK ntcox ! ram—. SUB TOTAL TAX TOTAL No. A 37 ? ''2' I 11 it specdrcally"need that STONEWAY CONCRETE INC.will not he held liable for my demaye to shiubbery,flowers,city sidewalks,roadway or privatE prvpetty m delivering mat arid listed above,on Mess vemuss. it y 570 N E WAY C TxC nm±j P.O.BOX 509-RENTON,WASHING7ON 98055 226 1000 DATE d �- 19) P.O PLANT SOLO TO -- ADDRESS____ CITY DELIVER � pUAN TITV Or SCPIVIiON AI<f YMIa�IrVl m vos SAND GRAVEL CRUSHED ROCK ✓/ J L.. x SU9 TOTAL }/ TAX ORIVEP 5'OT AL q h is spec.icaily agreed that STONEWAY CUNCRETE INC wilt not be held hehle t any damage to shrubbery,9lomi-,,city sidewalks,roadway or private Woperty delmriq coat erul loved above,on them premrsee 3 2161 ST(JNEWAY Conrnet- P.0.BOX 509 RENTON,MSHINGTON 98055 220 1000 DATE _191 '5— PO s ----,---PLANT 4- SOLD TO 'ti...' ADDRESS _ .:ITV DELIVERTO / r uESC P1tt1pN Vn¢E NUWrv��-� es SAND GRAVEL CRUSHED ROCK Rtcbx l--. SUB By - TOTAL IAX ORIVI°R ..i TOTAI N Q 7 < cat� It 3 3ptufi,ail 4r9ed that STONEWAV CONCRETE iNC will not be held babh,tar am � d3ma9e w J" lht pry.flUwVFS.LILY�'dewun3,ra&dwaV or pnee3e PmMrty m deavedrg neat enal bated Jho.e,•i th,ar pi r:n GnS STO N E WAY ca„tea . P.O.BOX 509 RENTON,WASHINGTON 99(,55 ??b 1000 DATE�_19] P.O. -- SOLD TO %��- C-' L •. ADDRESS- CITY- DELIVER TO 9U4N LV DLS<Neliu:1 C[ ma)VN a! os SAND GRAVEL CRUSHED ROCK TAX DRIVER ! -' ^L4^"'. _ TAL No. A 37395 It is specihcally agreed that STONEM Y CONCHM INC.willow be held halve for any damape to shrubbery,ffow<rt,city sidewalks,roadeny or privtte propr Ry in dehvenn t n@t anal lined above,on these premises. i STONEWAY Ccmrne-taR P.O.BOX 50R RENTON,WASHINGTON 980145 226 1000 DATE Ar 197! P.O A PLANT as. soiDTo �••i�i�� ADDRESS CITY DELIVER 7 To — quAnnt. tux:r.u•non via nmuor. . cu IDS SAND _ GRAVEL i CRUSHED ROCK Hei/rL � Ell E= RECO V BY /� TOTA(, TAX TOTAL No. 3? ) 9 3 It is specifically agreed that STONEWAY CONCRETE INC will not ne held liable fora,y damage to.hrubbery storms,fill,adgwalks,rommy of private property in delivering lost erial listed above.nn Iheee prennRL le 2-27f STO N F WAY Cancr�ts .. P.O.BOX 509-RENTON,INASHINGTON 911055 2261000 DATE�-_ _t9i ///a ADDRESS CITY _ ----- DELIVEi? p� j TO: 3 O SIB 1< I QlN ITY pf 5(NIP'ION PFiff cam.vos SAND GRAVEL _ CRUSHED ROCK i N"C Us / SUB Ev_ i01AL -. //}+ TA% 2R N ER 7O rAL 'do.' A 37391 - -- spmfiully opted dvt STONEWAT CONCRETE INC.wol not be held Imble for env :qe to ahrcbbery,Noevo cs pity sndewdke,eodwdy or Pnyete Ptolterty m delnennq mat F �sted obo.r nn chafe pemia=. _-,k;�'}, 302r S1 ON EWAY 0-cmc--nete .. P.O.SOX 5R9 RENTON,WASHINGTON 98055 226 1000 GAIE P.O. ac PL NT 3 ___--__ SOLD ADDRESS CITY D�L .ER t�V AN1TY V 11 i �T.lv _ co vos. SAND GRAVEL — _ CRUSHED{R{ CK BEe'ox 1uD ..may ♦ — _ TOTAL TAX DRIVER {�'�*'�f Lv�S TOTAL No. A 37? 90 If k saedkNly apraeld that SfONEWAY CONCRETE INC will not be held habi, damps to dlrobbmy,flows.city sulsev ks,roadway Is,prnate"nperty in dil erial listed above:on then premises. 2 5 STO N EWAV r'PICPLP*w „ P.D.1 OX 509 RENTON.WASHINGTON 980155 226-t000 V C iATE 191� P.O i ��. .. _ gANT+! _ SOLD TO ADDAE.SS CIT! DELIVERTO OVAW Vl TY IXSC uivLOlc v MOUYv I a,.yos. SAND ! GRAVEL ✓ _ I CRUSHED ROCK PEc o x UB BY OTAL -}/�- fA% DRIVE !/dJ tfI-G/i .. TOTAL No. A 37383^ It is spaAisally,pnad that STONEGAY CONCRETE INC.will not be Will Ilsble lot any damps a shrobWV,flower;city sidewdlts.roadway in private Property m delie,ring net c real listed above,on thew premises. 2 I55 STO N EWAY C.BOX 509- RENTON,WASHINGTON 98055 226 1000 C �C— I.• GATE 191' P.O O PLANT IL AUDRESS_ , TO EUVE:i —7ICY Ot.Yf Rl%ION PIGI AMOVNI y `cu ros -7SAND GRAVEL GUSHED ROCK REC'G ! $LI ev X TOTAL —l--- TAX URIVE TOTAL No. A 37392 It Ia spaarfuily ayraed that STONEWAY CONCRETE INC wol .,or he hold table la,acy demap to shrubbery,tloawn,city Rdewalks,roadwo5 or private proprrty in de!Iae,my mat W W listed abode,an these premiss. Y Oil STO N EWAY P.O.BOX 509 RENTON.WASHINUTON 9M6 226 1990 DATE°• J (2 197 S p.D- • PLANT• S " y nOLD TU !/ ' ADDRESS CCTV-DELIVER TO Q1IlW11Tv V pk.:Kn11t10N e910E Cu rot. SAND 1% GRAVEL CRUSHED ROCKIS Iii 1 1 RECOX i SUB ev . TOTAL AX TOTAL DHIVER II No. B 01521 it is specibcdly agreed that STDN IAy UOMCRETE INC.will not be held liable fm anp damps to shrublany,flowen,city sidewalks,roWmV er privw property In de ivenng mat - w al Non!Wove.on they p.emues L.I.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather: P.biu Date: Z IL I- SCHEDULE A 12, DESCRIPTION UNITS I QUANTITY + -- Mobilization L.S. S O ✓ Clearino & Grubbing L.S.Trench Excavation & Backfili, Type I L.F. n, Trench Excavation 6 Backfill, Type 2l L.F. 5. Foundation Material - Ballast Ton --7--- 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfil:i C.Y. 8. Connection to Existing Manhole Ea. 9. Cement Concrete Pipe 8" L.F. '�Q, 0 10. 4" Plastic Force Main L.F. . 11. Cold-Mix Asphalt Patching Ton _ 12. Lift Station, Complete in Place L.S. SCHEDULE B NO. DESCRIPTICN UNITS^QTJAW21TY — 1. 4" Side Sewer Connection L.F. — COMMENTS: .__ 1p INSPECTOR: i L Posted Date: , �"� � ,��� � _ _ By° , STONEWAY r"T i„e-till .. P.O.k(509- RENTON, WASHINGTON 99055 226 1000 V� DATE P.O. •_ J�,L,.., /L-PLANT 05 SOLD TO-�"'T� • `•- __ ADDRESS CITY-- DELIVERTo ww«Trtr °Lscer�r.uw w«°u«. al.voa SANG GRAVEL CRUSHED ROCK �t •1 `.: S TO.AL TA% DRIVER TOTAL No• 9 01494 It is NReiliMlf Mond that SfONEWAY CONCH[U INC Well n01 be held h.+•e br any damop to shrubbery,`low,,city Wool euatimy w prrvate wayti m del eft,mar eJal I'mol above,on thsse Pnm«eo. SE MATED SAND & GRAVEL S&G COMPANY, INC. ---`k\O. BOX B887C 18500 SOUTHCENTER PARKWAY • WKWILA, WASH. 918188 TTIf (206) 2 PBRp I / t ^ ,i PLANTy♦ T.fvW%LA ------------ - --------- -------- - --- TIME AND DATE WEIGHT GROSS - - IL--� TARE T NET UwNi1T �_ UNIT D[[GRIPryON �VNiT JRC[ wNOJgi L.ARS. MC COLD mix TONS ASPHALT TREATED SASE - _ -- _ _ — -- .I .___--.—___ TONS STATE SPECIFICATION CLASS GALS,EMULSION 85 100 A PHALT II OT [R/M[CIPYI -- wN T..k1 1\ I 02547 CLAIMS TOR A�nISTNTNTA Nos UK TOTAL ACCON[.,N.CD 01 TNIf T 1,14 CUSTOMER COPY - . ACCOUNT CODE SUB (CALLED M_ O DAY YR TRUCK PLANT TICKETNO T START Y I AUL TRIP SOLD TO: HE LOAD .I AT JOB DELIVER TO. P.O - JOB � LOT - ETC/i�� UNLOAD st FINISH UNLOAD ��/ •.. �� BACK T YARD PRICE AMOUNT I T— � POUND r CONCPETE ' STRE—T BLENp SPEf IAL BLENDi IVY. 42010 42040 42050 42070 BY — --i— -� MIXER FINE SUPERFINE FILLER SAND 42020 42030 42060 POUNDS I 1/1A4 _I I;z 3 Prt RUN—� O 5201 �. .�3,. - 5205 5207 )iA ES ITNIC OVE Slzv SPECIALISE—END O y- _ GRAVEL 5202 5204 5206 5208 POUNDS BASE COURSE YB-VA 1/4 - .SPEC ER ROCK 62010 62030 62050 62080 CRUSHED TOP COURSE t 1/1- SJS RR SJB MIX RK I VA MI%FEE. UBY ROCK 62020 62040 62060 62070 MIXER TONS EXTRA HAUL �70001 MINIMUM LOAD R TONS f SAX CEMENT-_1—STANDARD BOOOi HYURL' 60002 WHITE 80003 SACKS UME NA50HRY CONC1lETE TnPPINa 80007 aM�nT _80004 MIX 80005 MIX 8CW06 PIECES EXPAHSION JOINT 84 / X X 10' FEET RE BAR 850 CUTS 86000 DUE WATER&MEL aA s CUsroMERs .TOTAL wr NEWAY TAX I WENTON OFFICE .. _• --. - . ... I , o EWl EM ACNTQY wn _..-- i sEoss DELIVERY TICKET EQUAL OPPORTUNITY EMPLOYER 220 1000 3 L 3100 I ACCOUNT CODE SUB TIICALLED MO DAY YR TRUCK PLANT TX:KLT NO_ START I, U y l AULED i �/ TRIP P c / SOLD TO: E ALE ARRIVE •HE LOAD DELIVER TO: P O. - JOB- LOT - ETCGU 6"� AT log Isg FINISH UNLOAD - BACX IN YARD PRICE AMOUNT DLv 7• 42010 SUPERFINE NE 42050 '42070— BY FILLER —.UNOS CONCRETE STATE BLEND AL NO; FINE - y MIXER SAND 42020 I 42030 42060 1 I I/2 A PEA I • PR RUN—~ POUNDS 0 520 5203 5205 5207 WS •5 GRANOLITHIC OV I 'SPECIAL LEND GRAVEL 5202 5204 5206 5208 0 1 _ I POUNDS BASE COURSE ; 5/8- I/A _—�1/4- SPET C CR ROCK A 62010 62030 62050 .}I 62080LV 1 CRUSHED TOP COURSE 1114 5/8RR 518-MIX RK I II '-MIX NK OBvv ROCK 62020 62040 62060 62070 MIXER _ TONS EXTRA HAUL 70001 MINIMUM LOAD 8 TONS SAX CEMENT STANDARD 60001 HYURIv 80002 WHPE 80003 6nCK5 LIME MASONRY CONCRETE I0., BQQQ7 CEMENT 60004 MIR 80005 MIX 80006 _.. _. PIECES EXPANSION JOINT 84 X x I(1' FEET RE LIAR BSO CUTS 8600%) TIME WARP.00IM --- Gn s CIIYEOMI'.R} SUB TOTAL 6r 7 _._ 9�NATGRI. X TAX T N E W RENT ON OFFICE -- ------� tt INC TOTAL NINION WN . DELIVERY TICKET .w¢�Mo>a•. +.._ .� ., _I;AL OPPnNTUNIT Y EMPLOYER 000 o .-.l l-a l o0 L.I.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT SWther:(v�lN�-ry -- Date: SCHEDULE A NO. DESCRIPTION UNITS QUANTITY 1. Mobilization L.S. 2. Clearinc & ,rubbing L.S. 3. Trench Excavation & Backfill , Type I L.F. 4. trench Excavation & Backfill, Type II F. 5. Foundation Material - Ballast Tor. �� 49 4 6. Gravel for Pipe Bedding - : ,pe "B" Ton ' f ' 1. Select Trench Backfill C.Y. �. 9 B. Connection to Existing Manhole Ea. I 9. Cemert Concrete Pipe 8" L.F. 10. 4" Plastic Force Main _ L.F. -- 0_ �.— —.. _ 30. p �11. Cold-Mix Asphalt Patching Ton / 12. Lift Station, Complete in Place L.S. i SCHEDULE B NO. DESCRIPT- N UNITS QUANTITY 1. 4" Sid_- Sewer Connection I L.F. COMMENTS: _. p V.J G'L'T l G+_ a.1 'TO �'t;. f-4. Aof, MID lets' INSPECTORt� Posted Date:__�_�_ _ ._ By; . __. !CftCODE SUB II C•LLY MO DAY YR TRUCK PLANT TICKET NO T r TR PSTART 2 HAULED P -- E E f ARRIVE SOLD TO: ,. •HE LOADS DELIVER TO'. P 0 - JOB- LOT - ETC. AT JOB •`,[ / START AFA FINISH i � ITj�Is ( � I UNIOAO BACK W YARD -- --NT I I,� "'••••%// PRICE /,MOUNT "---T CCAII STATE�- BLENC E Al NO OLVY POUNDS 0 42040 42050 1 42070 BY FIN, SUPERFINE FILLER ---i MIXER I •I 5 D 42020 42030 4206C 1 1 1 - PL`VNOS I I/z • J vz PIT RI J `-- 5201 ...5203 5205 5.207 I o 7m-S GOANOLIT VERSISL— S L NO GR"EL cZO6 . 0 POUNDS BASE COURSE 5/8-1V• IA S�PEC CR ROCK 50 062010 62030 620 6208 COURS 5/8-MIX II/< MIX RK DI Y. CRUSHED OP BY I , 1I ROCK 62020 62Q40 62060 67070 MIXER -TONS 1E%TRA HAUL ]QQQ1 MINIMUM LOAD 6 TONS I IIII I 1 SAX CEMENT STANDARD 80001 HYUOLY WOO2 WHITE 80003 II SACKSMASONRY CONC TOTTING 8000007 CENT 80004 mi. u 80005 Mlx 80006 PIECES EXPANSION JOINT 84 / x x FEET RE BAR S,T,J I / IT5 86000 l 1 _ TIME ouE wAT-R AooFn--� ap - +.., SUB TOTAL CA CUSTOMERS .� IIGNATUNI: A IF - _ 1 4 TAX OM1fCR TONEWAV RENTON OF, -.F. - -- -- - - ' c�K.c TOTAL ' M �• R . , E»Ta «» DELIVERY TICKET w '..N+ . +r ► ..+a 9A0ls IIP rr Nr w N« x...N TRlE YI»RU'JeIA IMI +weureA PEw.AROV CCNCINT< �.DUAL OPPOR'UNIT EMPLOYER 226-10' 63l ? J L.I.U. 292 EASTWOC . PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather: C.�6,pLe klA.eM _ Date: SCHEDULE A - NC. LSSCRIPTION UNITS I QUANTITY 1. Mobilization L.S. 2. Clcarina & G.runbi.i. - L.S. 3. Trench Excavation & Backfill, Type I L.F ` ^. Trench Excavation & Backfill, Type II L.F. 5. Foundation Material - Ballast Ton 6. Gravel for Pipe Belding - Type "B" Tou (.L 7. Select Trench Backfill C.Y. 8. Connection to Existing Manhole Ea. 9. Cement Concrete Pipe 8' L.F. 10. 4" Plastic Force Main L S�+p 11. Cold-Mix Asphalt Patching Ton 12. ` Lift Station, Cou:piece in Place L.S. SIHEDULE 3 NO. II LwSCRIPTION —_ —_ UNITS I ;?UANTIPY — 1. I a.. Side Sewer Connection L.F. -- — / ——_-- INSPECTOR:- Posted Cate: ,�, ' �1_' ' _ isy: I i I -- --- _ _-- - - - -- —T- - ----- - _ ACCOUNT CODE SUB ( CALLED I 1 DA♦n Yq TRUCn PU iT rICKIT NO r T F'^ �-�__ - START v QNA51 f P 7 � 1 E JPILE _ YbV rl,ARRNE SOLO YO: —_e HE LOADS DELIVER TO. P.0 JOB- LO-- - E-C 14 1 AT x,e --- j START UNLOAD P ♦ IvT� �vf`,f.: T� J / / FINISH -.._ 1 UNLOAD IN YARD _— ___ PQICF t AMOUNT O' STATE BLEND VY POUNDS c 4?020 5 42030 E._ ... s2060 SPE 4207CL� B, I . ... PEfWIW Fli.i.ER ,AND R ` S—i JI POUNDS I I t 2 a PEA Vi[ PIT IKI! 1 I 5201 5203 52G4 '207 O I —7i8 ,5 ANDLI we < :•St±r -8IClFL''f ff CRAVLL 5202 5204 520E 5208 POUNDS BASE COUPSE s16 -1-14 1/4 (SPEC :R TOCK, 62010 62030 62050 6'L08CJ f CRUSHED TOP COURSE 1 1:4- 5A RR KTMIX RK 1 1:4-MIX RK. OLBYYY 1� -ROCK 62020 62040 6206C t62070_�MIxER TONS EXTRA HAUL -0001 MINMKw 'AD 1 TONS SAX CEMFNT 1 STANDARD 80001 �Y URLY- 80002 N"TF $0003 Y1(KS l.11n{ 450NNY >•1 RF ! tOPPMG �, 80007 ILMENT 80004 1 MIX 80005 wX 80006 _-__- __. ^IECES EXPANSION JOINT 84 / X x 10' __-- _ FEET BE BAR BSO CUTS 66000 MIME OUE � wAl{��__ R ADDED —T. � _.._ I cus+orXERs SUB TOTAI TAX ± P TCO�[E WAV FrNTON OFF FI('1 TOTAL_✓. ff It 1. vEnse DELIVERY TICKET EQUAL I.pcf^::1 VNI 1 v EMPLOYER 226-1000 Sri 40W*T'Lw� _SAN-1 EASTWOOD PARK (LID 292) S-161 ESTIMATE P I CITE" OF KENTON • C)EPAIZThk1 NT OF ENGiNFE.KING e t. MUNICIPAL BUILD!NG, 200 MILL AVE. SOUTN. RENTON. WA, z)&C55. 23;�. 5-2631 PROGRESS PAYMENT ST,MATE Lx tract No CM 00'l-7S Contractor_R"tom Censt Wt`100 CO.. Itw. Ctoenq fete_ r- 3 '=- Sheet l o;' 1 M 1 Est IPREV!C-Cs TDTAL THI$ ESTIMATE T7rAL TO OATS NO Oescr ption Urtrt Umt Pace - .�. Qty- Qty. AT�*bLml 0y. Amount Qty* Amo,,ot 1. NaNNaetten fi.S. 1,MCA L.S. 7t% 125.00 2. Clavin 4 Growling L.S. SM.00 l wcm ' SW.00 3 TfMn*h Lac. S E.F. T;lw 1 L.P. ;l.00 785 %cs i,s .pp I - 745 t F 7aoo 4. Treneh Sac. i B.F. Ty,. 11 L.F. 8.00 7S -5 e, )'00 75 a0n.0e S. oendatten Naterlal - 8a11ast TON 5.00 25 12r.21 lz .26 M.21 121.26 o. 3"diar, Grerel TON 6.00 45 62.,1 s�;.86 _ F2.31 373.86 i 7. Select Trench PAckfill C.T. 5.00 20 ;1?-,99 95 128.9g 644.0 . d. Cam. to Ex. N.X. EA 15o.00 2 -00 -. 2 300.0E 9. Cm *eta Pipe - 8" L.F. 8.20 70 ;.ou - 7C $74.00 1n. 40 Plastic Force Main L.!`. 1.00 030 00 -- 830 83J.OJ 1 . COId WIX Asphalt TON 10.00 10 n ).00 s 12. lift Station - Complete L.S, 8.874.60 L.S. -- C.O. tI - Electxicai Serrice L.S. 1.094.86 -- I ,"'1.86 100% 1,094.86 SC MAE 480 1, t i" S14o Sarwr COan. L.F. 6.85 1 .00 --- { 1 SUBTOTAL 72.307.80 5.3% Sales Tax ! - 1,18z.31 10% Retained Wider $100.000.0 I - 2,230.78 53 Amttined O"r SIQO.OIM** AMOUNT PREVIWSL- ,--AID CONTRAc-raRl 11,656.37 Amount Due 9,602.96 :TOTAL ' 23,490,11 i ,I ! f f ff I ' , f E 7I I 1 r 1 } 1 CITY tit~' RENTON # fUt R'I' , , . '+CIF £NGINCEitING j +� MUMVPAL BUILDING, 2O4D MILL AVr. SOUrH.. RENYON, WA. 96055w 235-2631 PRUAECT,. t .t:0'_ 2!t PROGRES5 PA^%NT ESTIMATE NO _ Contt act No. C.mtrOctor _.it" Constnrctian Co.' 1.oc. Go0:ny Gete� Sheet Lo1],_ •�w -� tPRE V IOUS VOTAL T Est ►i►S E$7LMATE TOTAL 70 DATE `.7)exriptior, Unit f Unit Price --T F•.,. Qty. Qty J Amwunf Qty. Amount Qty ! Amwlnt 1. 1 Ne►filxattan L.S. i.bW.00 L.S. { 7�. Crearinq 6 9rsrbbirp S. , ftoo.00 l.s. -testa loos 500.00 -j 3.� TtvecA 'tc. S B.F. Type I '.L.F. 2.00 ( 785 -7+�= :.y%C� °.. r 1-� ;785 1.SH.00 j 4.� Treat Jx. 6 B.F. Typo II L.F. E.00 7S 1-;•& 48m& 75 600.09 I i 1 S. foaadatioa tfaterial - Ballast T(* 6.00 k6 �'` ft9 a if!F{r6 120.21 121.26 6. sodding onvaii TON 6.0t, 45 ^` P.M W9. 162.31 373.86 7. Select Trw.:h %W1r1 C.Y 5.00 20 =« t: '4aw 44*V* 1128.99 6".% G. Cone, to Ex. N.N. ER IMM 2 ?c, .8118tm 2 1 300.00 9. cw-cmte Pipe. - Ne L,F. 3.20 70 Z- 111111111M ( 79 $74.09 ` rl.� 4" Ptaatic Fora Nain L.F. 1.O111 INS c, 111669 . 830 2J0.99 Cola Nix Asphalt TOR 10.00 i m 6 66.00 6 -Wee It.11 Lift Station - Complete il.S. 8.874.60 ' L.S. I C.G. /1 - Electrical Service L.S. 1 1'"1.86 -- ` i { T. 4e Side sww qw. �.ft. 6.f16 1960 - i j I 1 j SLOMI , j 6.32 Sales TO r i 19! 1latainM find" "00.000.00 1 �i1S 1letataad f1r.000.00 MIX j ! i i I i � 1 � 1 RI mind ENTON i F" IGINEERING' ilMCIPAL ESVtLDINIi, 200 MILL tYIr . A. 9. 550 235-2631 14 10 PROGRFS5 FiAvMEN? EF,T IMATL NO. c Nc• CM W0 .74 Contractor_ba0s" C"aatFiat"an_Go�iue.,. � C1a�Fnq Gate_ 6,2323_ 5 StieetLof1 Est PRE VIGUJ 3 TOTAL rFR6 E67 00 TOTAL TO LATE i*ascription �Un+t Unit Price - - -_ QiY. I QtY A*+w"trf Qty <.mount Qty Amount ; MpMliaatl+mb L.S. 1.s00.OD L«6. + 7Sti ;", 0e - -- 75% 1,125.00 Clearitg > e•,t,Abp' .S. soa.00 L.S. lo ,� i 00 -- --- 100E ; MOD !.I TtwcA 6.. 1 B.F. 7ypa r F. 2.00 l 7bd1 1 71 •oo --- 1,35 1.S70.00 8.1 Trws.h FAC. B t.F. ryM II L.F. 8.00 76 j 79 oo -•-- 75 600.00 S.t PowtAatlOa Mtartil - Ballast To 6.00 26 120.z1 26 --- 20.21 721.26 l ♦ - 3 batwing arg"l �Tt1M 6.o0 ! e i62. U ? +71.96 --- $2.31 773.96 T.� iala02 I'm � CmaW Y. 5.00 j V 112+ ."t - 44.95 --- ; - ._ 128.99 644.E ;j 0.1III1 Guam, to +Fat. N.*. i ---I EA 1 w.00 � t � � r o.00 ' � � 2 300.OE' $.j GOticrou i`M • 8" L.F. 8.20 70 70 j!! 57 1.00 --- 70 $74.46 -A0: 4" Plastic rcroa1�tfn L.F. 1.00 830 930 t 930.60 1 il, ;old 1Mn AsP1+alt ATOM .O.Oc, 10 6 . -j eo.00 155 � 55.00 11.5 115.00 f6f. NL Sut'ino - Cmpiets IL.S. 8,874.60 L.S. ( 5a% i 4,437.30 }45% j 3,993.57 9511 6,430.97 c1ecomcal Sarcica S. 1,094.86 f ..+ 10oa I 1,094_a6 -- i 111 S;W6A I'* I I I ! 1. P 1 540w o IM, L.F. ..a 1000 1�1 y js9A F,�za.00 seo 6,12e.00 it it ( '✓� t ' - + + i ` ! 1 e ALI 22,307.80 { I6.8j sale Trtlt + I 1,192.31 r i: rS 161< Rataittad �hY3tr =i00. 300.0 2,230.78 f � 52 h011iNd Oyer S1QU,000 rKi { I A!lC:I2P!' "SVIOPMY PhID (:(R7'C tP.CPO/lI 11,656.37 I Amin Dim ! 9,602.96 � � I TOMI 23,490.11 I I f i , i I t i e 'DATE June 23, 1975 , TO: Gwen Marshell , Finance Director FROM: Warren C . Gonnason, Director of Public Works SUBJECT : Estimate No. 2 Contract No. CAG 001-75 Project: -.•1.D. 292_ Sanitary sewers ----------------------------------------------------------- ----------------------- Submitted herewith and rec0-mended for paymrlt is Estimate No. 2 for work performed by _-Rentun Construction Cc 'nc. Amount previaE.sly ; iid Cont"acLor S 11,656.37 -� Amount previously retained 5 1,223.12 Ainount retained :his estimate g 1 ,007.66 (to be allocated from the fG� Inwing accounts:) LID 292 Amount due Contractor this estimate S_ 9,602.96 GRAND TOTAi. $ 2. 190.11 The amount due t' Contractor this Estimate is $_ 9,6o2.96 which is to be •om the '>llowing accounts: LID 29t -- CHARTER 116, LAMS JF 1965 CITY OF RENTON CERTIFICNIFION 1. THE 4 Nvi•siCN(.- D: N(N(a, I sly. n(I- If WALTT 0/ [(N.;^TE T.Al 1 N0N^(AIAk .•.I lEEN ,V NNi0#A U, ' IN(UN A,M 15 rOU •1 UEfC n•y[G e(NL�.�, GNU l'IN \N[ hS' 6 N IU31• UU( 14L1 UNA" ."'I- 'IN A(,AINST TN[ CiTT Or Yt, I •NJ iNi . AN • •UTNUNi7i0 \U eY,T N[n\�(.IIYt ♦NU C.N1-IT ID �•yvv•ir� ��— i VL:sn L.I.C. 292 FASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT_ +5 Datet SCHEDULE A NO. I DESCRIPTION tUNITS QUANTITY 1. Mobil`-.atior. L.S. 2. Clearing & Grubbing L.S. 3. Trench Excavation & Backfill, Type I L.F. Trench Exca- .ticn & Backfill, Type II L.F. 5. Foundation Materiai - Ballast Ton 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill C.Y. B. Connection to Existinq Manhole Ea. I J. Cement Concrete Pipe S" L.F. 10. 4" Plastic Furce Main L.F. 11. Cold-Mix Aspnalt Patching Ton 12. Lift Station, Complete in Place I L.S. � �! SCHEDULE B �NO. I DESCRIPTION UNITS QUANTITY 1. 1 4` Side Sewer Connection L.F. ��j I COMMENTSt AV -47 INSPECTOR: Posted ^ te: By 4 �` ASS/1 .ATED SAND & GRAVEL SS '� COMPANY, INC, P. O. BOX 88870 • 18500 SOUTHCENTER PARK'..AY • TUKWIIA. WASH 98188 SEATTLE • (206) 24W3800 /f'fwltOs ♦w/�% � .' . /AIG DATE .3 — �S' ` 7.�~ FIANT ----------- TIME AKD DATE WEIGHT GROSS TARE $' 2 4 1 g '� 1 4 NET I 'N . Ar.. l.>I-r i':,1r - •TILN vIi ll..'C SM. eGLGIVCO ____•Y. �A(t.. 03669 "A��P^ XD c,'M"F'XK&Tw` TOTAL CUSTOMER COPY T ASS( IATED SAND & GRAVEL $� COMPANY, INC. P. O BOA 8887) 18500 SOUTNCFNTER PARKWAY • TUKWILO, WASH.: �8188 TILE • (2061 248-2800, �r l TCti Ccoj <<<> a� •1 9 2. - - ------ - ---- 1LANI _.. - fiM HV M•�P PURCHAB[ I TIME AND DATE WEIGHT GROSS I TARE St ? 4 w to 21,I { 1 © 0 NET I I. I _ i _ vnrt oaac mion �wl nl- � nM -nr ✓ Les. SIC COLD I- I TONS ASPHALT TREATI- -.A5E TONG STATE SFECIF'ICATtOY CL.: PALS, EMULSION BB 100 ASI-IA_.l _ I F",410 "PCIH 1 __. 01 ATION Yllt flNt A R ' TR rt NO 03715 �_ A r SAN- 1 EASTWOOD PARK (LID 292) S-161 _ ESTIMATE N3 i L.I.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather- i` /l Lute: '- SCHEDULE A --NO. ! DESCRIPTION _---- UNITS QUANTITY 1. Mobil_.zation L.S. 2. Clearing 5 Gw.3bing L.S. 3. Trench Excavation Backfill, Type I L.F. 4. Trench Excavation 6 Backfill, Type II L.F. S. Foundation Material - Ballast Ton 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill C.Y. 8. Connection to Existing Manhole Ea. 9. Cement Concrete Pipe S" L.F. 10. 4" Plastic Fozce Main L.F. 11. Cold-Mix Asphalt Patching Ton 12. Lift Station, Complete in Place I SCHEDULE B NO. DESCRIPTION — i •^.. QIlA 1T ITY -_ 1 . ' 4 Side Sewer Connecti ,n _ L•F• COMMENTS: . INSFECTOR: ,1.� -f���� yS'r-- <.�r<• . -_ Posted Date:_ __ By:_. SAN-1 LID 292 S-161 3X L.I.D. 292 EASTWOOD PARK SANITARY -L.gER INSPECTOR'S DAILY REPORT Weather: Date: SCHEDULE A NO. DESCRIPTION UNITS QUANTITY 1. Mobilization L.S. 2. Clearina 6 Grubbing L.S. —r 3. Trench Excavation s Backfill, Type I L.F. A. Trench Excavation 6 Backfill, Type II L.F. 5. Foundation Material - Balla3t Ton 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill C.Y. 3. Connection to Existing Manhole Ea. 9. Cement Concrete Pipe 8" I•.F. 10. 4" Plastic Force Main L.F. J 11. Cold-Mix Asphalt Patching Tor. 1 12. Lift Station, Complete in Place L.B. SCHEDULE B NO. DESCRIPTION UNITS QUANTITY 1. 4" Si-e Sewer Connection L.F. I C MIMENTS: INSPECTOR: < Posted Date:—�-- --- —__--- By. ----- --_.._ _.I.D. 292 EASTWOOJ PARK SA11ITARY SEWER INSPECTOR'S DAILY REPORT Weather: - Datc: SCHEDULE A NO. DESCRIPTION UNITS I QUANTITY ` 1. Mobilization L.S. 2. Clearing s Grubbing L.S. 3. Trench Excavation a Backfill, Type I L.F. �. Trench Excavation s Backfill, Type II L.F. 5. Foundation Material - Ballaat Ton 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill C.Y. 8. Connection to Existing Manhole Ea. 13. Csment Concrete Pipe 8" L.F. 10. 4" Plastic Force Main L.F. 11. Cold-Mix Asphalt Patching Ton 12. Lift Station, Conplete in Place L.S. - SCHEDULE B NO. —DESCRIPTION — _ i Ut, S QUANTITY 1. 4" Side Sewer Connection L.F. COMMENTS: �d ^:�i( ,S` 27 L - INSPECTOR; Posted Date: By: L.Z.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather: Date. SCHEDULE A NO. DESCRIPTION UNITS I QUANTITY 1. Mobilization L.S. 2. Clearino & Grubbing L.S. 3. Trench Excavation & Backfill, Type I L.F. C . Trench Excavation & Backfill, Type ZI L.F. 5. Foundation Material - Ballast Ton 6. ( Gravel for Pipe Bedding - Type_B" _ Ton -- _ 7. Select Trencn Backfill C.Y. _ _v e. connection to Existing Manhcle Ea. 9. Cement Concrete Pipe 8" L.F. 10. 4" PiaF"ic For^e Main L.F. 11. Cold-Mix Asphalt Patching Ton 12. Lift Station, Complete in Place L.S. SCHEDULE B NO. DESCRIPTION UNITS QUANTITY 1. 4" Side Sewer Connection L.F. COMMENTS: .id C�el zzC/ S_ I INSPECTOR.: Posted Date: M FL 325 Rev. 10AV70 Contract No. C.A.G. NOTICE OF COMPLETION OF PUBLIC WORKS CONTP4CT To: Excise Tax Division Date Audit Section Tax Commission Olympia, Was. :ngton r Do Not Use From: I Assigned to: -r Date Assigned: P.W.C. Lumber, Dates Gentlemen: Notice is hereby given relative to the completion of contract or project described below: Description of Gontraot Contractorls Name Contractor's Address Dnte Work Commenced Date Work Completed Date Work Accepted: Surety or Bonding Company Agent's Addre s Contract Amount Amount Disbursed f Additions Amount Retained Sales Tax Total Total By Disbursing Officer - Finance Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSING OFFICER AN: MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIAt WASHINGTON IMMEDIATELY AFTER ACCEPTANCE OF THE WORK DONE UNDER T:-[IS CONTRACT. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND UNTIL RECEIPT OF DEPARTMENTtS G FICA ) P-M THENACCORDANCE WITH SAID CERTIFIJATE. i PUBLIC WORKS CONTRACTS - LIEN FOR EXCISE TAXES -- FINAL PAYMENT RCW 60.28.0.140 (see. h chap. 236, Laws of 1955) The amount of all tars, in- creases and penalties due or to become due under Title 82, RG1d from a contractor or hie successors or assiCnees with respect to a public iwprovement contrast where- in the contract price is five thousand dollars or more shall be a lien prior to ali other liens upon the amount of the retaineu uercentage withhel,' by the dis- bursing officer under such contract, and the ar.ount of all other taxes, increases and penalties die and owing from the contractor shall be a lien upon the balance Of such retair.eu percentage remaining in the possession of the disbursing officer after all other statutory lien claims huve been Maid. RCW b0.2a. C50 (sec. 5 chap. 236, Laws of 1955) Upon final acceptance of a contract, the state, county or other municipal officer charged with the duty of disbursing or authorizing disbursement or payment of such contracts shall forth- with notify the Tax Commission of the completion of said contract. Such officer shall not make any payment from the retained percentage fund to any persin, until he has received from the Tax Commission a certificate that all taxes, increases, and penalties due from the contractor, and all taxes due and to become due with res.�ect to such contract have been paid in full or that the; are, in the commission's opinion, readily collectible without recourse to the state's lien on the retained percentage. RCW 60.28.060 (sec. 6 chap. 236, Laws of 1955) If within thirty days after receipt of notice by the Tax Commission of the ccmpletior of the con:rac ., the amount of all taxes, increases and penalt _es due from the contractor or any of his successors or assignees or to become due with respect to such contract have not beer. paid, the Tax Commission may certify to the disbursing officer the amount of all taxes, increases and penalties due from the contractor, together with the amount of all taxes due and to become due with respect to the contract and may request payment thereof to the Tax Commission in accordance with the priority prosd deC by this chapter. The disbursing officer shall within, ten days after receipt of such cartifi.catu anu request pay to the Tax Commission the amount of all taxes, increases and penalties certified to be due or to become due with respect to the particular contract, and, after payment of all claims which by statute are a lien upon the retained percentage withheld by the disbursing officer, shall pay to the Tax Commission the balance, if any, or so much thereof as shall be necessary to satisfy the claim of the Tax Commission for the balance of all taxes, increases or penalties shown to be due by the certificate of the Tax Commission. If the contractor owes no taxes imposed pursuant to Title 82, HNC the Tax Conmisr_on shall so certify to the disbursing officer. 41 y DATE TO: Gwen Marshall , Finance Director �' rr FROM: Warren C. Gonnason, Director of Public Works SUBJECT: Estimate No. Contract No. Project: ------------- --------------------------------------------------------------------- Submitted herewith and recommended for payment is Estimate No . _ for work performed by _ Amount previously paid Contactor 8 Amount previously retained Amount retained this estimate 8 (to be allocated from the following accounts :) Amount due Contractor tnis estimate GRAND TOTAL 8 The amount due the Contractor this Estimate i5 $ which is to be paid from the following accounts: CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE JNDERSIGNEO DO HERESY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATEPIALS HAVE EEEN FURNISHED, THE SERVICES RENOENED 04 THE LA\ON PERFORMED AS DESCEUGED HEREIN,AND TWAT THE CLAW IS A JUST, OUE AND UNPAID OBLIGATION AGAINST THE CITY OF PANTO,,, AMC THAT I AN AU TMORIEED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED VL:sn LIFT STATION Y LV Pi RSED.S 2?o 14�'L- y DATED Si1-i'�70 .•..•./ . - - - - - - - - - - PACIFIC PUP,1i'I�!G Co. MOUE -- 270. 1 � 9 �`7 5 V,•:ASEDED BY DATED OAKLAND. CALIF., U.S.A. _ - �SYM OA fE REV1610N DY — �- - DIVISION OF BAlTIMO RE AIRCDIL COMPANY TC. pCSCRIM10h' AMERCKBCO.. INC. SUBSIDIARY 78"DIA. DUPLEX COVER - —� — SCALE DWN. BY DATE FOR P�IGROMATIC 4 FLYGT - !_ � - — -- ----- -- �., -- _ _ MATERIAL DESCRIPTION PATTERY NO RAW MATERIAL MAR's FA•rf h9 --- -- STEEL PLATE,8 TNICK X 7�DIA _ - -- 2701 49F,7 F NOT E BURN ALL ORILL. (4) -- \ 78" DIA, OPGNINC,C., TO UNLESS OTHERWISE SPECIFIED 3 TOL. OF t • O' , I ALL DIMENSIONS IN INCHES HOLES 0 ; - ON FRACTIONAL DIMENSIONS ,/6/ 4 I U DRIB-L (G) -' HOI �( r— BUPN 4" HOLE IG GTCN BE REMACHINED TAP a"- Ifo NCB FROM 27014933E AT R o Gu - 2340 1 • i " 9 1 0 84 / 14i'R --r8 -48R to „ 6 R 320 :. 0 12 0 7 —l2 DRILL (4) D ITYP 4 f CONTINUOUc HOLES TAP �-6 D 3"- 16 NC GLJ-2343 . T_ 0 0 72 WELD ON ENTIRE b 6R .' 12 7 Jo1rVT OF 1 17 ,y=' 8 7� FLAT BA2' DRILL (4) I� HOLCS,- - .;b 41k wr_Lo FOP SUPPO S" 32 1 R 2 x 2"FLAT BAR TAP 8 - 11NC) GU•2347 + 3R\ 14l 0 84 (1) 360 LONC-, (2) 24" LONG f BL RN 64 HOLE -- 0 '- G DRILL. (G) 1 5" 1 5 IG"HOLFS,TAP - GRILL (4) 16 HOLES t42 Itt.8 or: 7" B.C.) -)'AP 8-1(�, NC — Gu' 2340 GU- 4573 t 22 Z",7-s o- � t� o 2 ' � 4 W`iaK L 48 t i 4a 2 2S.4315 'i-v 16 - t!3d Y fo x t. OFFICE OF THE CITY CLERK PAGE O1 LICENSES ISSUED FOR RECEIPT N0. iiiiii - ,, - - NALTY BALANCE Fes___----- oilr ---- -- 00 •00 � a 0 i /1 mil( iz s /72s_) FfS 7.� 6 Yi• 7 v II I ��Iti I ; ICI Il �vi OO D� OOd ('dl / 2 / a Al%� c F//�`. c —_ r i a70 � G L c — .�7Sar/ �2oLS� 7Su)' YjxZ 2 Z-3.2 M �s'U3 -S' S lez)ov 3t-l4 � / i Y i I hE. Z3 ST. ' TD Tla 1 S PoLc Q III r Second Revised Sheet No. 24 RECEIVED Cancelling First Revised Shalt No. 24 OCT. 25. 1974 YN U-58 and Original $heats No. 21-44 end 46 NUT SOUND POWER l LIGHT I TUNS,WASN. U CO . T. GOfW TRA COMPANY I ELECTRIC TARIFF 6 _..—__._ti�rrvAMar auva SCHEDULE -_ 24 GENERAL SERVICE (Single Phase or three Phase wbe re available) rAVAILA"IL�TV; edule applies to any Customer whose entire regq.rements are supplied hereunder. Deliveries at more point will be separately metered and billed. hase motors rated greater than 7} NP shall not be served under edule except by the express written approval of the Company. 3. Niyhly Intermittent power loads.such as welders, X-ray mach Les, elevators aM simile Iwds which wy cause undue Ii ght ing f'uctw Utns shall not be served order this schedule unless approved by the Cmpm/. MONTHLY RATE: Demand Charge: No charge for the first 50 KV or less of Billing Demand $0.90 per KY for the next 50 KY of billing Demand $1.50 Per KY for the next 100 KY of Billing Demand $1.95 per KY for all over 200 KY of 6111Ing Demand plus Energy Charge: $2.95 Basic Charge, plus I 3.30( Per KYH for the first 1,000 xwm 1 2.40f par KYN for the neat 4.000 KYH 1.68c Per KYN for the next 25.000 KYN ' 1.20c par KYN for the next 70,000 KYH .84C Per WN for all over 100,000 KYM I, BILLING DEMAND; November through February - The highest Depend established during the month. Parch through Octobar - The highest Demand established during the month, but not less than the highes: Derend established doting the previous peak season (NoraMer through February). MINI KUN CHARGE: The Oamend char¢, but not less than $2.95 Per month (single Phase) or $10.35 Per xunth (three phase), except that the Company ley require the Customer to execute a vritten agreement specifying a higher minimum charge if necessary to justify an unusual investment by the Company in required service facllities. GENERAL RULES AND P]OVISIONS: Service under this schedule is subject to The General Rules and Pro- visions contained in this tariff.___ 3afuad._�c.tobet 25 39t4 __. _ ___Effective Npwdw I By authorl iy o order of the Ya.ah,ngton Utilities aM Transportation Cteutssi on, Cause No. U-7 _ leveed by___FUaj.SOUND POWER G LIGHT COMPAIEL- 9y- JOM Y. Ellis _ _. -__ ..._ 71t2G Executive Vice President_ wv• J 4 I $12iN6 St-X�{rCc' TD TN i S POIC i8 i3 Vl 00 Second Revised Sheet No. 24 RECEIVED Cance , ling First Revised Sheet No. 2 OCT. 25, 1974 WN U-jiB and_Original_Sheets No._211.44_and_46_] - PUGET SOUND POWER G LIGHT WASH. UT. G COMPANY TRANS. COMM. _ ELECTRIC TARIFF G For Cammis bn':Ren'!pt Stamp SCHEDULE 24 GENERAL SERVICE (Single phase or three phase where available) AVAILABILITY: 1 . This schedule apples to any Customer whose entire non-residential electric requirements are supplied hereunder. Deliveries at more than one point will be separately metered and billed. 2. Single phase motors rated greater thar. 72' 11P shall not be served under this schedule except by the express written approval of the Company. 3. Highly intermittent power loads such as welders, X-ray machines, elevators and similar loads which may cause undue lighting fluctuations shall not be served under this schedule unless approved by' the Company. (MONTHLY RATE: Demand Charge: No charge for the first 50 KW or less of Billing Demand $0.90 per KW for the next 50 KW of Billing Demand $1 .50 per KW for the next 100 KW of Billing Demand I $1 .95 per KW for ail over 200 KW of Billing Demand plus Energy Charge: $2.95 Basic Charge, plus 3.30t per KWH for the first 1 ,000 KWH 2.40� per KWH for the next 4,000 KWH 1 .68C per KWH for the next 25,000 KWH 1 .20t per KWH for the next 70,000 KWH .84C per KWH for all over, 100,000 KWH BILLING DEMAND: November through February - The highest Demand established during the month. March through October - The highest Demand established during the month, but not' less tnan the highest Demand established during the previous peak season (November through February). MINIMUM CHARGE: The Demand charge, but not less than $2.95 per month (single phase) or $ 10.35 per m•)nth (three phase.), except .that the Company may require the Customer to execute a written agreement specifying a higher minimum charge if necessary to justify an unusual investment by the Company in required service facilities. GENERAL RULES AND PROVISIONS: Service under this schedule is subject to the General Rules and Pro- visions contained in this tariff. Issued.___October 25.... 1974 .. .. _ Effective NuvemberL, (,97!+ I ——By authority o order of the Washington Utilities and Transportation 1 Commission, Cause No U-73-57 Issued by_._-P.UGET_.SQURO__POWER._G ....... By John W. Ellis 'Iytle_Executive. Vice President Fn*m • i PERFORMANCE C&VES PACO NON-CLOG*UMPS, WET PIT 1750 RPM .... .... .......... . :........i mu min: 4::CC:MM:...... ....::.........is '• t�:r:a NI :: UM ::::4a:s::::::::::a.-M HUMIN 08 Mgme •••�s. .ui.UM: " H • •i• ........... 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N ��. •:�. .. • iu llul�C'�1 i� n:aa::�:lam::aoll� •_ ..��yye�.�e���.=o�.wee 11.N..J•. wNs i.. :.,��� . ip1..:1Y. ii•gl�. 1.i!li:l:..iin..1/N0•.lHf.• �iee+eeaiC7iiA..•N 1 EiiIt iii� •. ..fi ._=i.v.N.l.11i-lc... .:: ima /.ilia : ••gas N. . • uN'"a .i • o.- • a Nfia.:i N_-• 1'ia.. � �:ei:!S:!•irMq�I� • • .••• oH• HH louo•' • ! _ !i a 11.YH... 1•..1..Y•N L. !M •1N.1.1 1.1._._.1 N. •1•� i...i..:.i.. y . _ . �• � ` �SaURN •iia::::::s: ::u: i. : eH .::: � s ......•�le�aes..!. a.aas • :a In al:iiiY :ii ! u:.• .I. iUHH.sr. its::::s:ae :: seals:ass: ua i'ase° sa eiig .•!:S•u:M........1.1 PAQ • a General Notes: The Contractor shall supply and install (1) Complete pump station with pumps, motors, electrical control pane.- with PACO bulb type level controllers, all required valves and fittings in a 72" I.D. standard manhole as shown on these plans. All piping to be dons in accordance with APWA Specificatioas, Class 125 Cast Iron. Tn/J Pumpas 3-sacb PACO 470-15 Type NCD, Duplex, Vertical, Capacity 200 GPM 0 40 feet TDH. Mir:imum solid size shall be 3", discharge line still be 4". Motors: 5 H.P. , Three phase, 208 volt or 230/460 volt, 1750 RPM, drip-proof, having the windings epoxy treated for protection against moisture. Rift to be furnished with 72" diameter coverplate having gastight features and complete with .vubplate for each pump and manhole opening. Level con: :ol: PACO bulb type with 4 controllers furnished for pump on-off, plus high level alarm. Control Panel: PACO duplex control panel having NP.Mh III weather-proof enclosure and tamper-proof fron' , disconnect switch for each pumping unit, disconnect for control circuit, control circuit transformer tc provide 115 Volt con- trol voltage for level control units, magnetic starters having overload protection on all three phases, automatic alternator, pump running lights and high water alarm horn, and running time meters for each motor. i ,� � ! -�•� � T '. ^Y~ - 1 � ,_., /ram ' �t _,�. r ' ��1, ✓ C , - - % -�--- ,�,,�,� . __�� . . . - f fV -:� V -�' �— j ------_._..__ �R,�C E '��+re.a �e,�sc. 5 � ••• ••w • seen sommeme.ed ...tEEL•LLSEEEELLiiLaii lai:: •Er EE• . . ....ilCCLL' :i•.. Ia. 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Nmpp \N.a am M !. i.. aa.0..'[i1 U.....NNNa�E USC:�YNL•.. � a•moblems. p'� �a}1 .a- a/YYAAYNiiiala.•.a•s•mYN•wn ma .a•es, .....U. .. � .•� Zia.--..a..,.\.•st\.stm•N.I.L./mmmm ma ..,..5.\a � a M.N mNNm Nma.YasYal Ha.aN.N •�'" a l.:E u m....N mama. 1 •l��j. •���}{�•. $Y�•Ya r !a a." ..W.p ila. }i•�ji����! •i • l �M .1N �Ll\sYtWm..N..aM\,NN.N MY1. •i'••w!!!i. r. ii� �i � lr-- .p ......Er.N;E 13i�3 ;1� �t�'',C�f�• � � �Q CSS..ECLi... .m1m EI ppI • ` 1ym�{ � Na ttaas ..mast_�V Nm...N OCR if Y��\ � iIN.`�� aYL...\aaNNsaWaW�p .a.._ y�.CS i�, iaLlaatalL iaaa.•r••Carii'NL' • ..I a'!l�l�.li�3•���'�.ss�$a►.., l=LL �EELLLS��Lt::.•�Li Nfi.. .NNN•..sw��...Na`tt! � pp}wNp�.��( `:i� •m.a��mNN.'...aNHaW.,NNL•wW.t.,m.MabLf,N.mt,maY N.�W W�apimaM/aa.••tMMYwr.Na.p.S aIM..swts.aSm_,�v:mmMN.�.`Na wjjN��Y�ta��N�-=.iN=V�_N. ^�... a ` ji/�-N�iS���A'��Ya�i�p.-.�.i��imT�i mwLi ,uaY tN•!Nsaa. am eY . .oN•.M.N w m. Y •ltqul aE N !� S W YWNY !W UPC: -if OHim mtmat tr7 MEMO mil: ISMMe N WIglum MIMEA Mare am NNN i.W ••m • M N Nm . Nma assess am � I NEW-. L . N • N••WN NN NM a� �!•Y N .... N !r e! laNiii aiK as S !• s Dla pfico wl- f A g] t f PACIFIC PUMPING COMPANY . J) DIVISION Of !Al➢MORE AiRCOq COMPANY, INC., A MCMCK A CO_ INC SUBSIDIARY e b5 Tears of experience ! ` Every Wet Pit Non-Clog pump manufactured by PACO is backed by more than 65 years experience' PACO first began manu- facturing vertical column type pumps back in 1907 to pr +ide San Francisco contractors with pumps for dewatering building L excavations in the rebuilding of tire City, after the 1906 earth- quake and fire had leveled it. As pumping demands grew, Pacific Pumping Company expanded their line with non-clog type pumps for trash and raw sewage applications. By 1920 PACO's wet pit vertical column type pumps had received wide acceptance in dill munizipalities, building trades, industrial waste treatment and A commerical applications,and a reputation for quality performance due chiefly to early improvements pioneered by PACO engineer- ing. These improvements resulted from PACO's continued famil- iarity with the pumping needs of various installations, and the de- sire to meet those needs with better construction methods and Eady 1922 Model of PACII duplex sewage ejector pump, with special trash type open impellers and materials. automatic float controls. . . . for today"s wet pit Romping needs . � tea, Today, that same reputation fo• quality and lasting performance which earned such wide acceptance of PACO Wet Pit Non-Clog pomp installations over the years continues. Proven standard and optional con- struction features are available for nearly every in- stallation requirement. Enclosed 2-Port, semi open ,. -�•, '. �, Chenault, and Vortex impel!trs provide a complete range of non-clog impellers for various solid-bearing ;[i[■[ L.#� ;, liquids.Extra large stainless steel pump shah enclosed in fluted rubber lower bearing Is standard construction v � on Models 370 and above. Arguto intermediate bearings with replaceable stainless steel shaft sleeves for smaller pump sizes, and bronze grease lubricated intermediate bearings on Models 412 and above are standard. Heavy-duty motor brackets with sealed ball ,. thrust bearings provide moisture and dust protection. 1 PACO-manufactured control panels with numercus liquid level control options provide fully automatic s installation cont,ol.Many other construction features described In this bulletir make PACO Wet Pit Non- Cloq pumps among the finest on the market today! Tvparl PACO Type NCD duplex wat-pit pumping imtallaUon. 2 COPYR,"H T`:PACIFIC PUMPING COMPANY 1972 POW wet pit non-clog pumps PACO Wet Pit Non-clog pumps are designed and built for nigh performance, durability, and versatility of operation. These vertical column type pumps are recommended for difficult pump- ing applications including raw sewage, wastewater and dr firiage runoff, and liquid waste materials with high solids content. Avail- able sizes ranc= from 3 to 8 inches, with capacities to 3500 GPM, heads to 150 feet, and solids-handling capability to 5 inches Avg - diameter. PACG pumps feature extra large stainless steel pump shaft, fluted rubber lower bearing, and enclosed statically and dynamically balanced 2-Port impeller. Pump volute is close- grained gray iron with thick cross-sections. Heavy steel pump column is accurately machined to provide perfect pump align- ment, with intermediate bearings spaced at maximum 4-foot intervals. Standard intermediate bearincs are self-!ubricating com- position material for smaller column sizes, and bronze grease- lubricated for larger sizes. Optional intermediate and lower bear- ing constructions are available for specialized pumping needs. Ball thrust bearing is oversized and assembled in a dust and moisture protected motor bracket located above the sump cover. Single type NC pump Clot and PACO Type eICD Duplex Wet Pit Non-Clog pumps are always recommended for standby service, and automatic pump alter- ds ■ nation to prolong installation life. Each pump is mounted on a gas- tight pray iron or steel subplate bolted to a steel sump cover. d lasting Sump cover is ribbed for strength and includes a standard man tance of hole access plate and 4-inch vent flange. All joints are gasketed to over the provide vapor tight construction. A wide variety of liquid level ever con- very controls, pump alternators, and floor or wall-mounted control - rmi-open panels are available for specific system control requirements. complete Fwly pressurized steel pump columns, and PACO Screen-Fn d oaaring non-clog sewage ejector systems are other available options. enclosed struction rmediate it sleeves t,bricated bove are sled ball o[action. Whde PACO Wet Pit Non-Clog pumps an built to handle a wiAa range of wwage and wastewater by-poducb, vartioal column typo wet Pit pump an umwous '"'� A riot intended for continuous duty in highly Ymcous or abrosiw-4den IigwM. Jtomatic PACO type NCF, NCH, NCP,and NCVU Dry Pit Non-Clog pump an cltua features coupled to motor or bearing frame and recommended for Contnuous operation, - t 'it Non- , ,day! Duplea type NCC pumps 1 construction features non= PACO Wet Pit Non-Clog pumps include as standard construction mal , proven features not found in pumas of other manufacture. An extradarge MOTOR t stainless steel pump shaft is standard on Models 370 through 815, and designed to provide trouble-free service for a wide range of pumping demands. Intermediate bearings spared at maximum 4-foot intervals maintain accurate shaft alignment and reduce deflection.Other construction features described in this bulletin help improve pump performance and prolong installation MOTOR SUPPORT life. Numerous special constructions and metallu-gies are available for BRACKET— unusual pumping requirements. THRUST DISCHARGE FITTING BEARING spnpoptiws inaretatMta 611141r- of"" p� ^a atad i aPlase4blewewas4aaY4Mh y44ale�Ioi, ,acor consxrzKtioR STANDARD N.ldwd aenaerYplpnwMeiW tlafr 't/rods u 875. SUBPLATE—� - Enclosed 2-Port and on Models SHAFT SLEEVE design provides liquid passagewa I construction m other special I optionsl extras u statically and y.r INTERMEDIATE smooth Operate i� BEARING MAIN SHAFT stan COLUMN ' PUMP SHAFT LOWER 1!4 REAPING HB C tST A IMPELLER -; Replaceable CAP SCREW Models 370 i flutd wsrHu - tvbbor baser gym,, g nots444rexse rch•Iatd ksw426eawsy VOLUTE .V WASHER hearings (sho,v rsnvwalda.,agid"seal Posit Asstt I1 oox" cnrtstrac]on machined to n r,u,.:' �amHucdoo tin M4llsle 3TC � on aII Mo4a1. Bt rte. NOTE Mrs" 350 Ionh,l is available to, maximum Stool sump dap , with no Intermediate bearing. Standard town b7mg construction is Bronze ASTM 862 ENGINEEPI CONSTRUCTION MATERIALS PART DESCRIPTION STANDARD FITTED BRONZE FITTED VOLUTE Cast Iron ASTM A48 Class 30 Cast Iron ASTM A48 Class 30 IMPELLER _ _ Cast Iron ASTM A48 Cass,,30 Bronze ASTM BE7 CAP SCREW ANU WASHER Stainless Steel AISI 303 Stainless Steel AISI 303 MINIMUM VC MAIN SHAFT _ Pump Shaft QualityS teal AISI C 1045 Pump Shaft Quality Steel AISI C-1045 ------ - I, HAFT SLEEVE Stainless steel AISI 304 Stainless Steel AISI 304 MAXIM MIN UM IMIII PUMPSHAFT _ Sta:_mess Steel AISI 303 Stainless Steel AISI 303 _IAIUM THRUST BEARING Ban Bearing Ball Bearing SOLIDS-PAS; INTERMEDIATE S P ,ING tMdMrBPl7151 AaEtYY.ErM/+atesas Ar uto Composition PUMP SHAi IlidMsi4iM8� Bronze ASTM 862 _ Bronze_STM 862 MAIN SHAf 1 L ERB-AR ING�od ,.TO-815! synthetic u r S ntheti Ruh!:.:r SHAFTSLEE MOTOR SUPPOP,I BRACKET _ Cast Iron ASTM A48 pass 30 Cast Iron ASTM_A48 Class 30 SUBPLATE IN,*",350-4951 _ Cast Iron ASTM A48 Class 30 Cast Iron ASTM A48 Class 30 COLUMN PIi (Moths 417b151 _ Steel Plate ASTM A7 i Steel Rate ASTM A7 BALL THRU COLUMN _ Steel Pine Schedule 40 St" Pipe Schedule 40 _ MAX,DIST. DISCHARGE PIPE Steel Pipe Schedule 40 _Steel Pim Schedule 40 DISCHARGE FITTING Cast Iron ASTM A48 Class 30 Cast Iron ASTM A48 Class 30 'Models 470C 4 non-clog impellers .. J UISCHAgGE �� n F rii1NG 7� PATENT NO. 3130678 STANDARD 2-POF4T IMPELLER CHENAULT IMPELLER VORTEX IMPELLER Enclosed 2-Port non-clog impeller is stand. Semi-open Chenault non-clog impeller Vortex non-clog impeller has maximum and on Modets 470 and above, Impeller has streamlined impeller ports for slip- clearance between rotor and volute for design provides high efficiency with two stream performance in liquids containing free passage of stringy and fibrous materi- liquid passageways. Gr-v Iron is standard wet-strength paper towels,fiberousmateri- als. Vortex action allows problem solids construction material, with Bronze and als, and other problem solids. Patented to flow through pump without passing 7ther special metallurgies available as impeller design permits solids to pass through ports of conventional impellers, optional extras. All PACO impellers are around impeller eye and edgeless vanes. PACC Vortex pumps are available in a statically and dynamically balanced for Chenault impellers are •ecommended on complete range of drive configurations smooth operation. smaller capacity Models 00 and 495 for Or severe pumping conditions. Refer to difficult sewage and waste vater applica- Catalog Section 03. tions, standard features 1 0 .� STAINLESS STEEL SHAFT SLEEVE Y STAINLESS STEEL PUMP SHAFT Replaceable stainless steel shaft sleeve s standard construction on Renewable stainless steel pump shaft is standard construction on SCREW Models 370 through 495 with intermediate all Models. Extra-large sizing of pump shaft provides greatly en- ;,SHE H bearings (shown above). Stainless steel shaft sleeve is accurately larged bearing area, and offers prolonged bearing life. Compare machined to maintain proper shaft alignment and prolong bearing PACO pump shaft sizes in table below to conventional wet pit life. pump designs. Fluted rubber lower bearing (shown above) is m 6foo1 standard construction on Models 370 through 815. S14ndlyd 2 ENGINEERING DATA ALL DIMENSIONS IN INCHES PUMP MODEL NUMBERS 0 DESCRIPTION 35u 1 370T 470 470 49D 49611• 412 416 612 512 615 815 —21 —21 —11• —15 —11 L P HP 15-20 —it HP -15 -11 -13 -11 -11 C 1045 MINIMUM VOLUTE THICKNESS _ 5116 318 _318 3/8 318 318 318 318 318 318 _318 112 5/8 MAXIMUM IMPELLER DIAMETER_ 4.60 7.00 7,10 7,10 8.20 9.60 9.60 12.00 15.00 12.00 12.00 15.00 15.00 MINIMUM_IMPELLER_DIAMETER 4.00 4.00 5.00 5.20 5.10 6.30 6.30 9.00 900 9,00 8,50 11.50 12.00 SOLIDS-PASSING SIZE 13/4 13/4 2 3 2112 3 3 3 3 4114 3 4 5 PUMP SHAFT DIAMETER— 7/8 1314 1314 13/4 13/4 1314 13/4 1314 13/4 1314 2314 23/4 1 4 P",N S_HA_FT_DIAMET_ER 7/8 718 7/8 7/8 7/8 718 11/8 11/8 11/B 11/0 11/8 11i2 I1/2 0 SHAFTSLEEVEO.D. - 1 1 1 1 1 1114 - 0 _COLUMN PIPE SIZE _ 2 3 3 3 3 3 3 4 1 4 4 4 8 8 _BALL THRUST BEARING 306 306 306 306 306 306 307 307 307 307E307 310 310 MAX,DIST,BETWEEN INT. BEARINGS 48 48 40 46 48 48 48 48 48 48 . 48 48 o 'Models 470-01 and 495 01 are available with Chenauli 2 port impellers (same dimensions apply). 5 ■ . Pump capacity in U.S. GPM for building structures and smaller TOTAL HEA pumpsizing installations can be determined by basing the total GPM required on the numhet of water closets serviced. Figures in the table be Total pump he 1'!d s�I Q e t i o n low allow for additional fixture requirements up to four times the head,friction In number of water closets listed,and apply to single Type NC pumps in elevation be or to each pump In a duplex Type NCO ,nstallation. The National highest point o Plumbing Code specifies a duplex pump installation where seven loss in dischar or more water closets are serviced. valves, and fill-- into a pressuriz Three basic calculations are required for proper sizing of PACO Wet Pit Non-Clog pump installations: NMI0 ? 78 0 FRICTION LO 30R4 100 AS AN EQUIV • PUMP CAPACITY 5Ooro 125 150 • TOTAL HEAD 11 TO 14 200 F wrtr 15 TO 20 250 --- • SUMP SIZE 26 TO 30 350 31 TO 40 400 PUMP CAPACITY 41T050 450 ey;voaen Pump capacity, in U.S. GPM for factories, schools, motels.apart Water seepage -n amounts up to '/, pump capacity can be safely ments, mobile trailer parks, homes, and other multiple structures handled by GPM selections on the chart above, but excessive can be determin,d from the chart below. Capacities listed are seepage must be added to total pump capacity. For calculation ;ufficient to meet user needs for normal ol,,„n a lica-sewage purposes, seepage P + 9 Pp Poses, soil see a can be estimated at 7;, GPM per 1000 I tions. Process wastes,soil seepage,and other service flow require square feet of clay soil, and 15 GPM per 1000 square feet of rnents must be added where applicable. Duplex systems are always sandy soil. Additional service flow from c ther sources such as nacommended for handling peak flow demands, end for providing holler blowdown and air conditioning drat cage should also be 100-percent standby capability. considered. 2000 1500 I 1250 - W F D 1000 Z E cc 750 W rL a ez5 Z 1 I ff` 1 'I O 500 — SUMP SIZE J 400 - _ `� A properly site �0 1„ factors 1. Sum storage capacity �? 300 — times the pump 250 tj`0� I tween low virmt Z _ - - --�-- the drnwdown Y zoo I _ level and topOF r .. ,.. v 150 1 Ft a I TO a GH� AN 100 W H FE ERI A 00 I 0 The chart at r, sideratrons desr depth. 1. Enl�= o zo as so so 100 150 zoe 300 400 eoo eoo 1000 lsoo z000 a000 eeity and move 1curve,2. Based basin configur,l ponding basin o NUMBER OF USERS right to obtal,. �yi l and smaller PM required TOTAL HEAD he table be. Total pump head in feet can be determined by adding the static To determine friction head,calculate the friction loss for all valves ur times the head,friction head and back pressure. Static head is thedifference and fittings in the discharge line in terms of equivalent lengths of NC pumps A is elevation between the lowest water level in the sump and the straight pine from the table at left below. Add this amount to the he National r highest point of the pump discharge line. Friction head is the length of straight piping in the discharge line The table at right There seven loss in discharge line pressure due to hydraulic friction in pipes, below can then be used for calculating total friction head. valves, and fittings. Back pressure (if any)for pumps discharging into a pressurized sewer should be considered. FRICTION LOSS FOR VALVES AND FITTINGS EXPRESSED FRICTION LOSS FOR WATER IN FEET PER 100 FEET OF AS AN EQUIVALENT LENGTH OF STRAIGHT PIPE. NEW SCHEDULE 40 STEEL PIPE. FITTINyS _Sw«- 79 A a6mE eb 6N INiNEe .: ._..., PKI an IN ES 4.0 ci i I x ers.lY re"f4 rYgtl 1 V. as I 35 .: to 76 1J9 C: al 69 03? le 23 06a1 be safely w]mM,Y1M6rr1«Y4.6.ErMYwIwM,«Y MwPP w.I1MMA�6Y.MYa sBbM..'+yM"wmiqs.'«"'r i excessive eewl tl6 1].0 I /p 616 133 w6� Lci so � u-v '. evo 'v --.- - - (-dICU1a2iOn 'iw� Am 66 i es af0 137 are ayrY 6o6Ev ; tt ( r3,o uo -- — " per 1000 cI 36 - ea j +a as I IaA am Iva ra oa i ,e feet of 3so am] 66e oes._.. sw! <o E.e -- CIAO es such as �""`0 i �� err lro -� ap A S( t aISO ]e rr", Awl 36 r1 el a.0 a0 Mt 130 1as o.Q_ I CI <e �: 67 as sm 4.6 ✓..3• I & ern- t a I a6.0 3.13 ap _. _ 4-c' - l6 ]0 I XI 4.03 lAa o sox ae a9 32 U 3.2 Sao 1.27 UrUvN v- / CI a3 3.4 2.6 2a 34 try Iqt am ..._ Are. no tes 33p a» $6 ]10 yp tit 3aa TOa CI 220 TA tatp the e!1 16r 3e0 630 aoo +aoo 7aat rcavw. F«Ma I Ci 23:0 31A I Ka +10 210 ♦ C/ _ 1lU IIA � 91 @.a ItA "0 1 3a1 I4t we Ia0 at0 SU(11P SIZE SUMP BASIN SIZE SELECTOR _ A properly sized sump basin Should include three basic design ' y b factors. 1. Sumo should have a drawdown ratio of 3:1, i.e., the i A _ _ } « n storage capacity between high and low water levels should be three h times the pump capacity for each pump. 2. Allow one foot be 12 tween low water level and bottom of sump. 3. Allow one-third of --- to z the drawdown depth (or minimum 2-feet) between high water level and top of sump. II -- LL ' • I W 10 2 9 p - � a Z a siderations described above. To determine The chart at right includes o det rm for the three design con- a mine sump basin section and i 6 depth: 1. Enter chart on bottom index at required pump cap o ! 6 acity and move vertically to inter�a Vnn re;th desired basin section 6 - a000 curve.2. Based on installation limitations,select circular or square basin configuration. 3. Move horizontally left to obtain corres. pondingbasin depth for circular sump basins. 4. Move horizontally m '30 "' e0 e0 100 ao6 30o W NA eo6 te6o right to obtain Corresponding basin depth for square sump basins PUMP CAPACITY IN US GPM 1750 RPM selection chart * 115 t ,1 Tl t 1 1'/1 2 2 3 3 3 5 5 5 7% 7% 7% 7% 10 10 10 10 1X 2 2 3 3 3 5 5 5 7% 7% 7% 7X 10 10 10 10 1 114 2 2 3 3 3 5 5 3 5 7% 7% 7% 10 10 10 10 10 t t 1 1'h 2 2 3 3 5 5 5 5 5 7% 71, 71/1 10 10 10 10 1 1➢. 2 2 3 3 5 5 5 5 5 7Ya 7X 10 10 10 10 10 1 1% 2 3 3 3 5 5 5 5 7'• 7X 7X 10 1p 10 10 11/1 2 2 3 3 5 5 5 5 7% 7% T4 10 10 10 10 10 2 2 3 3 5 5 5 7% 7% 7F, 10 10 10 10 10 15 20 20 1% 2 3 3 5 5 5 5 Ti 7% T1, 10 10 10 10 15 15 20 20 t 1`h 2 3 3 5 5 5 5 7% 7X 10 10 10 10 15 15 15 20 20 2 3 3 5 5 5 7% 7% 7% t0 10 10 10 15 15 16 20 20 _.._3.. 5 5 �5 5 74 714 10 10 10 10 15 15 15 1520 20 2 3 3 _ 5 5 5 7% 7% 10 10 10 10 15 15 15 15 20 20 2 5 5 5. 5 7% 7% TG 10 - I L 15 20 20 20 —41 1. b . 7% 7% 7g 7s 10 .d0 1 �. 15 20 20 20 7% 7% 7% 10 10 t0 15 15 15 15 20 20 25 7X 7X 7% 10 10 10 15 15 15 i5 1S 20 25 25 1 7% 7x 10 1010 15 15 15 15 15 2C 25 26 25 7% 7% 10 10 '0 15 15 5 15 15 20 25 25 25 a I,, 7% 7% 10 10 10 15� 15 15 15 16 25 25 25 25 7% 7% 7% 10 10 10 15 15 15 15 15 15 25 25 25 25 11 1 5 5 7% 7% 1% 70 to 70 15 15 15 16 15 25 26 25 25 25 5 7% 7%! 100 10 10 15— 15 15 15 15 42026 255 25 25 5 75; T9 1U f0 10 15 15t5 15 205 25 25 25 25 1 t 10 13 15 1!: 15 'S 24. 20 25 25 25 25 25 30 30 15 _20 20 23 Y 25 26 26 25 30 30 30 30 tts •e 1 15 20 20_•20 `20 26 25 25 30 30 40 40 40 e, I5_ 20 20 20 $6 25 30 30 40 40�40 40 �c 11 — 20 20 20 25 ' TO '0 40 40 40 40 40 tit 11 20 20 25 25 33 ♦ 40 40 40 50 11 11 ZO 25 25 25 30 _ 40 40 50 50 ' ft 10 25 25 30 30 40 40 40 40 SO '; 50 50 _ a M,11 40,.J 40 40 60 50 60 50 50 601 �Sul,ct on 1;SO RPM Models are available for capacities to 1750 GPM and heads to 165 foot. 111 Figures shown on selection charts in this bulletin an recommended motor horsepower for each condition listed.All horsepower salecnom allow lur a drop of 5 feet in Total Mud from design point,without overloadinga standard dripproof motor.Recommended pump Models 11(shaded eras,) are most economical and efficient pumps at rated RPM's capable of passing a minimum 2% inch slid. ISdids handling capal for each Model are listed in table on page 5.) For conditions pasta then range, listed can selection charts refer to Wecilic performance curves in Section Dib.1 of PACO Catalog. i 1 I 1150 RPM selection chart 10 , % 1 1 3 3 3 •5 7% 7% 7% 7% 10 ., % 1 UII 1', 3 3 1 5 5 7% 7R 7% 7Y, —_— -- 10 3 3 5 5 7% 715 7% 3 3 ._ 5 _ 5 7% 7% 7% 71'> % 1 tti 3 3 5 5 7F. 7% 7% 7% 1 % 1% 1'.; 3 3 5 5 7% 7% 7% 7% 7% 1 1'i, 2 3 3 5 5 71/, 7% 71A 7% 10 20 1 175 2 3 3 5 5 7% 7% 7% 73 10 15 15 15 15 20 20 20 20 2 - .. 5 7% 7% 7% T, 15 15 i5 15 15 20 20 20 20 i% 2 3 5 5 5 7% 7% 7% 10 15 16 15 1;I 20 20 20 20 20 161 2 3 3 E 5 7,5 7% 7% 10 10 U� 16 1F �15 20 20 20 20 20 ,i 1Si 3 6 5 5 7% Ts 7% 10 10 15 15 16 15 20 20 20 20 20 _ Ib, 3 3 5 5 5 7A 714 7% 10 to /5 15 15 20 20 20 10 n 1% 3 3 5 5 5 7% 7n 10 t; 15 15 16 15 20 20 20 20 20 I 1% 3 5 7% 7% 7% 10 it, 15 15 15 15 2C 20 21) 70 20 11I _ _ • ,1 3 5 8_-5 7% 7% 10 10 10 15`15 15 _15 20 _20 20 20 20 • 3 5 5 5 7% 7% 10 10 in V 15 1 0 20 0 20 20 25 1 6 5 6 7% 7% 74 10 10 10 15 15 It 0 21 .D 20 ''<D 25 5 6 5 7% 7% 10 10 10 15 15 15 1520 20 20 20 25 5 5 5 5 7% 7% 10 10 15 15 15 20 20 20 20 20 25 225 1 5 5 7% 7% 7% 10 10 1_'. 15 15 IS 2C 20 20 20 25 ' 25 25 1 1 5 5 7% 7% 7% 10 10 1'i /5 1s 16 20 20 3f 20 25 75 25 !. 5 7`5 7% 10 10 10 16 is 20 20 20 20 20 2K 2'_ 25 15 15 20 20 20 20 25 25 25 25 1 1 5 'T4 l'n 7'> 10 10_ 15 15 1 y 20 20 20 20 "S 25 25 J5 30 7'S 10 10 15 15 i5 20 1 20 20 25 25 25 25 7S .kl 10 1: 16 6 15 15 •-•,20 2$ 25 2, 11 AO 30 .30 10 10 15 15 15 20 25 25 30 30 al 3G " A) 5 7', 10 10 15 15 20 20 30 30_.- 40 10 „ 10 10 15 15 20 20 25 25 30 30 40 40 40 50 •0 •,1 IB 25 30 30 40 40 40 40 50 50 25 30 30 40 40 40 50 50 50 60 11, L 25 25 30 40 40 4) 50 50 50 60 60 ,1 30 30 4( 5^ 'A) 50 60 BO Tv i11 30 40 40 50 50 (+0 50 75 75 d yi 1 870 RPM selection chart h'TOTAL HEAD IN FEET subp ' , dime 1 1% 1' 3 5 5 1 t Y, 3 5 5 1 1% 2 3 5 E p 11 1% 1% 2 5 _-- 5 - 5 7% 714 7% 10 10 1% 3 5 .. 7% 76 7x 10 10 1 1% 2 3 5 —_-- 5 7% 7% 7% 7% 10 10 1% 2 3 6 -_5 7% 7% 716 10 10 10 11 2 2 3 6 6 7% 7% 7% 10 10 10 2 3 $ 5 4n.# 7% 7% 10 10 10 1 r 7% 714 10 10 10 7% 7% 10 10 10 vertu • 1 7% 7% 10 10 10 7% % 7% iu 10 15 * dime 7% 7% 7% 10 10 15 7x 7% 10 10 10 15 11 7% 7% 10 10 10 15 7% 7% t0 10 10 15 1 7% 76 10 10 10 15 7% 7x 7x 10 10 to 1s .11 - 3 6 7% 7% 10 10 10 15 11 3 5 5 ',`ry 71a to 10 15 15 — •11 7;�, t0 t5 i5 16 fit 15'''' 11 -�S--V Tl, it) 20 - '-- • 11 to 15 15 ��;� .11 0 15 15 20 10 16 is 20 111 to 10 ,-. x; 25 to — -- ---- 11 10 15 70 25 2b —._ --- 'Selected 870 RPM Model,are Ivadablr for capacibeS to 3000 GI'M and heads to 65 tear Ir tr t ,tier esr 1 � . subplate edirhensions E ( MODEL DIMENSIONS IN INCHES NUMBER q V53/873 D E F G H N 360 22318 3/8 105/8 03/8 83/4 7314 I� 370 223/8 73/8 705/8 43/8 83/4 73,4 C 470 30 716 141/8 6 70114 121l4 480 30 97/8 141/8 6 101/4 121/4 4% 30 9 7/8 141/8 6 101/4 12 1/4 412 43 4 21 8 16 16 e 415 43 8 19 7/8 14 21 8 16 16 612 43 8 23 14 21 1 8 116 16 615 48 8 24 15 25 8 J 123/41 21 816 O 48 1 8 1 24 718 15 25 J 8 12 3/4 121 c g NOTE --- • --- Suhfdetes for all Models h nns 1/2-imh bolt holes, located 1/2-inch from edp (as illustrated). Subpletb for Models 350 through 495 are Cast.ron,and 412 through 815 are Steel. 6ubslates are 3/9mch thick except for Models 470, 480,and 495 which are 1/2 inch thick. vertical «► *dimensions NOTE MODEL I DIMHx510NS IN INCHES )breaded discharge pies NUMBER A O E (shown bslcwt is standard rmn- struction for Models 412 350 20 5 7 through P15. Models 35% through 495 have standard 45 370 30 7 112 8 A discharge elbow(shown at lefit. 470 30 5 87/8 480 35 5 87/8 as"eLNuw - 4% 38 5 11 1 ib 412 40 5 191'4 415 40 41/2 197/8 612 42 81/2 23 E 616 42 8 1/4 24 II 815 50 8 24 1/8 t NOTE Dimension A u-cludes sump cover and subplate thickness,standard motor support bracket, and maximum height of motor most commonly used on each Mode. For exact size of any motor oler to Company. Dimension B it Weed on standard 5-root wmp depth. Longer columns am availalsb m 6.imh im,,rier'fs only. For wmp depths greeter-ben 20.fw or less than 5-feet refer to Company. Dimansior,C is distance from bottom of wmp cover to suchon,.let.To dommint C dimension subtract D from S. r . Dimension D is recommit.tied pump clearance for standard intWllan on, �i jlt ob o Q p P 0 00, SUMP Drmeeinn E is distancebetwnwn motor and dischenge canted,.a. �0Q,2 BASE In the interest of product improvement,dimensions are subject to change without nonce. vet. 1 single M-1 �H M 1 cont type �� 4"VENT 1"VENT I]"at6•• 12"xl6" MANHOLE ° N MANHOLF sump cover L L H J dimensions IAKr' N MOTOR H OISCH a N N NOTE jar All bat-down holes on single and duplex sum,cnvers are for hall inch bolt. a ALL DIMENSIONS IN INCHES PUMP DISCH SUMP ROUNDSUMPCOVER _ _SO JARE SUMP COVER _ r COVFFI BOLT MODEL SIZE WIDTH J K L M H J K L M I N DIA CIRCLE --f-- 350,370 3 30 34 1 32 51/4 7 112 3 12 1/4 34 5 lit 7 112 3 12 1/4 16 36 40 38 5118 83/8 5112 121/2 40 534 77/8 5112 121/2 187/8 36 40 38 51/4 9114 51/2 121/2 40 55/8 8718 51/2 12112 187/0 470,480,495 4 48 53 51 2 3/4 9 1/2 12 14112 53 2 3/4 9 1/2 12 14 1/2 25 1/2 60 66 64 33.1 6 314 12 14 66 3 3/4 6 314 12 14 32 ^ 412,415 a 48 53 51 1 16 12 14 1/2 53 t 1 16 12 14 1/2 25 112 e0 66 64 21'2 131/2 12 14 66 1 2112 13112 12 14 32 612 6 46 53 51 1 16 12 14 1/2 53 1 16 12 1 14 1/2 25 1/2 60 66 64 21/2 131/2 12 14 66 21!2 131/2 12 1J 32 615 6 60 66 64 2 16 12 14 66 2 16 12 14 32 816 8 60 66 64 2 16 12 14 66 2 16 12 14 32 duplex . YEN- ,� H -_, — • type nca DISCH 1"VENT\ DiSCNI standard d",, stechni bal atter MOTOR N � MOTOR contact iMicip starter and stall r + t level drops bNo JJ inactive second S p the event of $ inx .x _ 4 < inactive pump issum n cover m J ivM 4 ^ M T rod host switch di n s i o n s v MOTOR N MOTOR m�hankal alter DISCH DISCH K K N N---J NOTE '46"round cover has 6 butt-down holes with leh and right haw a Illustrated end 4 remeinlnt holes on 60 dpree cantedinee.48" equals cover has 10 bell dr-wn holm 1 118" from each edge.4 holm on top and 4 hales on bottom have 15 1/4"centers,with 2 rernaim ng left and right holm on corer rentMine. °47'round cover has 3"vent due to Ii.aitod apace,and M dimeroion is 2 1/2 4("square cover has 4"vent 5117'from each edge on bottom right corner. ALL DIMENSIONS IN INCHES PUMP DISCH SUMP ROUND UMP COVER QUA SUMP OVER MODEL SIZE WIDTH COVER BOLT J K M H J K M N FLOA'" O1A CIRCLE 36 40 38 5318 105/8 •• 40 5318 10518 187f8 LEVELC( 350,370 3 42 46 44 12 112 9 518 2 48 83/4 11 5/8 3 314 22 7/8 Consrol is encirn al 48 53 51 83/4 11 5/8 51!4 54 83/4 11 Sir 51/4 25 718 poly PfoPYlene bat 42 48' 453/4 83/8 /2112 33/4 48• 83/8 121/2 3314 227/8 aced by a swleq 470,480,495 4 48 53 61 83/8 121/2 5114 54 8318 121/2 51/4 257/8 tea• complmw cli 60 66 64 83I8 12112 7114 66 11 131/2 11 32 liquid level rises. 72 78 76 11112 13114 14112 78 111/2 13114 14112 38 PUMPS recu're 60 66 64 9 20 i1 66 9 20 11 72 PUMP OFF and 412,415 4 72 78 76 9 5/8 19 5/8 14 1/2 78 _ 9 518 19 14 1 2 38 tons for automat 60 66 64 9 20 11 66 9 20 11 32 Platt TYPa NCD PP 612 6 72 78 9508 195/8 14112 78__ 9518 19518 141/2 b8 contras at PUMP a1d PUMP 2 ON Po 818_ 6 72 78 76 9 22 14 1 q 711 9 22 14 112 38 Gonna ¢ roc 15 8 72 7 76 9 14 1 78 1 9 WATER ALAO 12 In the interest of product improvement,dimensions are subject to change without notice, controls r.-VENT -- r-4ii DUPLEX J „ 1 TYPE NCD CONTROLPANEL A wide selection of PACO-manufactured control panels are available for a -DISCH variety of wet pit pumping needs.Specific:panel assemblies for both single Type NC and duplex Type NCD pumos can be provided to meet every installation requirement. Typical duplex control panels include circuit breakers or fusible disconnects, magnetic starters with overload protection on all phases, handoff- ���tt'� automatic selector switches,level control terminal strips prewired and numbered, �� ouai and electric alternator, all in general purpose NEMA 1 enclosure. Other options include Isolated low-voltage control circuit, pump p running pilot lights, venous high water alarm circuits, and weatherproof NEMA 3, watertight NEMA 4, or rip explosion-proof NEMA 7 enclosure. N 16 187l8 - ------ _ 1871E FLOAT SWITCH 25112 32 LEVELCONTROL 2F 112 Standard float switches for both single Type NC and duplex Type 32 NCD installations utilize standard ball-and-rod float level assemblies. 25 i 2 Adjustable copper bell on vertical brew rod moves co,,rol arm 32 upward as liquid rnet to preset level of float ball. Mechanical contacts inside control complete circuit to magnetic starter and 32 start pump.Operation continues until liquid level drops below ban 32 • - level.In the event of single pump failure or peak pumping demands Z nactrve pump is automatically started - MECHANICAL ALTERNATOR COMPRESSION TYPE DISCH Mechanical alternators for duplex Type NCD pumps use starl ball nd-roll assemblies as described. Mechanical HIGH WATER ALARM contacts inside alternator complete circuit to magnetic Self-contained compression type high water alarm statarrtter and.art first pump. Operation continues until liquid activates audible alarm when liquid level rises to drops below lvll level. Repeat cycle completes circuit preset position. Steel pipe r:pnnecte0 to alarm J through we teof sr set of p fails and starts second p demands In extends vertically into sump. AS liquid level uses R Ma event of Smglz pump failure to peak pumping demands , beyond pipeand,e�•inside pipecompasseselerm J mectivo pump h assembtiC should ld started.used inAuxiliaryadditbal"ion to diaphragm and +,, ch activates tell. Gne alarm rod Boat sal t r assembly should be used in addition to assembly rs I commended for each we+ pit T mechanical alternator for standby and high level protection, installation. DISCH I 1'• 'tr Sued MICROM.ATIC s••ewt I 16 V ELECTRODE LEVEL CONTROL Control Is housed n watertight DISPLACEMENT LEVEL CONTROL enclosure, pos,nonea on vertical N FLOAT BULB LEVEL CONTROL Matched m transforerandrelay corn- half-inch pipe. Flexible diaphragm bmat•,ons in NEMA enclosure are located on bottom of control actu. " Porcelain displacers suspended by :;onnected through electrode holder atesenc'wed mieroswltrh.As liquid 18 LEVEL CONTROL stainless steel most from spring and assembly to two electrode rods,or level rises above control position, '!+3 Control is enclosed it,a weterproot switch attembly provide automatic t.w insuleted electrodes suspended diaphragm tnnsmlts increased pre4 rib polylbopylene float bulb,and open pump control at PUMP ON and L wire at preset PUMP ON and aura l"switch an l opens or V8that by a tolled mercury switch LOW LEVEL OFF resetiont. As LOW LEVEL OFF positions.. lu d ecctrica switch and opens or closes )gig that completes , Sin to panel C liq uid 1 •el rides to preset potmon testa cornett with sump Ilqu d electrical circuit, depending on ap- liquid level rises. Single Type NC of upper force o s i nplactiv ies actuates operarig and 0,,Or ,z of re- q. electric l c Spacial water- illatato Pumps reeuue two controls at elated lorce on spring ecbvatai lay contacts which Buergl:x mag. eleettitel cable cornecrs switd. to PUMP OFF and PUMP ON post- switch and starts pump. When Ieva, neti,-starter and automancauv start control panel. Single Type NC hors for automatic operation. Do drops to LOW LEVEL OFF dis- and stop pump. Three eracaodes pumps requre two controls at -- ulex Type NCD pumps require three placer position increased weight of and two electrode relays are re- rUMP OFF and PUMP ON positions controls at PUMP OFF,PUMP I ON, displacers compress spring and stop quired for duplex Type NCD pumps for automatic operation Ouplex and PUMP 20Nposuhum. optional pump. Two displacement type level Addworul electrodes and electrode Type NCD pumps require three control is recommended for HIGH controls are re Weed for duplex I relays can be used for high writer controls at PUMP OFF, PUMP 1 WATER ALARM condmon. Type NCO pumps, alarm and other control co..ht•ons. ON, and PUMP 2 ON povoilm, pressurized engi column A Spec PRESSURIZED SEWAGE P FRESH WATER PACKING SUPPLY GLAND The contracto IL drawings and I n response to demands for a superior shaft lubrication system NCD heavy du for critical wel pit pumping needs, PACO has developed an factored by P GASKET / advanced method of pressurized fresh-water column lubrica- capacity of _— tion. The PACO Pressurized Column has proved effective in feet. Pumps ar -- substantially increasing bearing life and reducing down-time feet in a variety of drainage applications where liquid waste is contaminated by excessive sand, abrasives, salts, hot acids, flyash, and other materials damaging to a t Each pun.p sha g� g ypic�l Wet Pic Non-Clog pump lubrication system. Pressurized Column lubri- gray Iron imp cation fRatures low water demand, and a unique throttle bush- spheres, secure) BRONZE SHING$ I ing designed to eliminate excessive fresh water usage. shaft, which in BUD volute shall be BUSHINGS- _- CA r individual subp GASKETSjE Pressurizad Column construction All column joints are gasketed column with insures complete lubrication of all Main shaft and extra-large pump • between pump Leering surfaces with clean, non shaft are stainless steel construc- - abrasive fresh water. Folly pres- tion. Intermediate guide bearings surized liquid prevents contami. spaced at maximum 4 foot imer- Pump rotating 1 nants from entering column, and vals have bronze fluted bushings. groove self-alig gives bushings a controlled en housing mathi vironment. Lower bearing construction is bearing at pure fluted rubber for standard appli- synthetic rubL Main shaft is carried by a deep- cations. Special lower bearing groove integrally sealed ball bearing metallurgies are available for hot shaft shall be p lubricated-tor-life. Bearing !s en- water or chemical applications. composition In STAINLESS STEEL closed in a dust-proof housing ma sleeves or bron MAIN SHAFT chimed in upper P motor bracket Throttle bushings at pump-end connection to located above subplate. create liquid beck-pressure inside between pump column (see detail be,ow). Stand- GASKET and graph lte-impregnated packing gland enclosed in lower moor (For applicatio bracket is locatell above subplate. specify PACO FLUTED RUBBER LOWER BEARING graph for the - Double motor bracket is standard be carried by construction on all Models. Halt. PUMSTAINLESS P SHNF•;TEFL _ inch water lubricating line extends befl thrust lea`1 above subplate, and provides pres. support brack, I THROTTLE surized liquid directly to column sealed above rn� IiTAw,nme, BUSHINGS at maximum 4-foot intervals type gland fo, Pump shalt h, _ Standard Pressurized Column con. shah bearings I ion is designed for fresh fluted bronze I DETAIL water water lubrication throughout.Reg- 10 water supPhed t Throttle bushings prevent expeauee ulated fresh water supply of 1-2 IW PUMPING PUMPI water aeePege from pres unwed GPM should be available at mini- line to column LIQUID column, and permit Isteral moves GPM ment of pump shaft for prow, mum 10 PSIG above pump dis- bushings at lost lower bearing owtation Sunless charge pressure. Solenoid valve Pumpage from en Pl aimng ring made buanrnp located above subplate can be water supply t" 74 provided. Pump discharg, a engineers ' specifications SEWAGE PUMP The contractor shall fum;sit and install, as shown on the drawings and as described in these specifications, a PACO Eachpuss thanmp l be direct connected throselect flexible coupling to:wt less than a__..__h.p, vertical, Itelect one) drip-proof, r, System --- (select one) Single Type NC or Duplex Type totally enclosed weather protected,or explosion proof Class i, loped an NCO heavy dirty automatic non-clog sewale pump, as manu- Group D ball bearing moth, mounted on combination motor lubrica- factored by Pacific Pumping Company, each pump having a support base and bearing housing.Motor shall be ectjve in capacity of -- g.P.m against a total head of ____ volts,_.__-_._--- phase, 60 Hertz not over_ r.p.m feet. Pumps are to be of an overall length suitable far a sump Motor shall have ample capacity to deliver the m.and head win-time `eet deep, p p y 9.P. waste is --- specified and not overload at a 5%reduction in head, t acids, Wet Pit Each pump shall be equipped with an er,:ased,non-clog type, Main sump cover shall be gas'ight suitable for a basin to lut-i- gray iron impeller, capable of passm£ --.- '• diameter (diameter of _- ..__" or dimen- n of_ "x ______••) tle bush- spheres, securely locked to a renewable stainless steel pump and include manhole plate and vent flat .:rcinnection. shaft, which in turn shall be locked to steel main shaft.Pump r 'ute shall be close-gr ined gray iron and suspended from I ividual subplate by standard weight ochedule 40 steel pipe gasketed. ta,umn with machined flanges, assurint, perfect alignment SINGLE PUMP CONTROLS ge pump S uetwe:n pump volute and motor. construe- Gontrol equipment shall consist of one enclosed, automatic. bearings heavy duty float switch mounted on a rigid support bolted to )ot inter Pump rotating element shall be carried by grease packed deep- main sump cover and actuated by a copper float with brass I bushiri groove self-aligning radial ball thrust bearing in dust-proof float rod and adjustable stops. Provide a motor control p panel ction is housing machined in moto support base. Bottom column in single NEMA ---.__ enciosure having circuit breaker type rd appli- bearing at pump shall be renewab!e, water lubricated, fluted disconnect switch, magnetic motor starter with overload pro- bearing synthetic rubber. For sump depth; greater than 5 ft., pump tection in all phases and hand-off-automatic selector switch. fo' hot shah shall be provided at least every 4 ft. with self-1 ubricatiny All controls shall be comparable and furnished with same fications. composition intermediate bearings running on stainless steel NEMA enclosures as motors. sleeves or bronze grease lubricateu bearings, with grease piping .impend connection to subplate. Discharge pipe shall be DUPLEX PUMP CONTROLS Provided •e inside between pump and subplate. i. Stand- Control equipment shall consist of one enclosed, automatic packing heavy duty float switch and one mechanical alternator, each motor (For applications wherr effluent has high abrasive content, mounted on independent rigid support bolted to the main s•.rbplate. specify PACO PRESSURIZED COLUMN. Substitute this para- sump cover and each actuated by a heavy copper float with graph for the paragraph above.) Pump rotating element shall standard be carried b brass float, rod, and adjustable stops. Each pump shall operate Is. Half- Y g%ease piked deep-groove self-atipning radial alternately and it one pump cannot handle the inflow, ball thrust bearing m dust-proof housing machined in motor extends alternator shall start the other pump automatically. Auxiliary les pres- support bracket located above the comp cover. Shaft shsll be float switch shall o sealed above the sump cover by deep stuffing box, with split Aerate both pumps m the event of alternator column failure. Provide a motor control panel in single NEMA tervals. type gland for case of servicing. Bottom column bearing at I - - - enclosure having circuit breaker type disconnect switches, Pump shall be fluted synthetic rubber. Intermediate main inn con- shaft bearings for sump depths greater than 5 feet shall be magnetic motor starters with overload protection on all phases and hand-off-autom.tic selector switches. All controls shall I r fresh fluted bronze. Pump column shad be pmsscdzed with fresh (it.Reg- water supplied through an automatic solenoid valve oth water be comparable and furnished with same NEMA enclosures as of 1 2 line to column sped at maximum 4 feet intervals. Throttle motors, it mini- spaced mp dis- bushings at lower bearing allow fresh water purge and prevent t valve ptrmpage from enre,ing column or bearings. Provide fresh SINGLE OR DUPLEX CONTROLS an be water supply to solenoid valve at a minimum of 10 PS'above A compression type high water alarm shall be furnished with Pump discharge head at a rate of 1 - 2 g.p.m. mounting bracket and alarm bell. 15 Pago z. *Note . Pleat, indicat< ltac*.s t>f power supply. Enclosures : Pa, ! fiQ Pumping Company - - Bulletin Dla: " - - Curve Dlb.l: i I SUBMITTAL FROM PACIFIC PUMPING COMPANY qA� DIV'SION Of BALWORE AiRC_IL O MPANV, INC, A MERCK 6 CO., INC. SUBSID-AR OAKLAND V PORTLAND SEATTLE LOS ANGELES DALLAS RENTON - IIA 292 - %ASTWOOE: PARK Mech. Ehgr. : itenton City Hngiueer Sewage Lift Station; 1 - PAW 470-15 Type NCD duplex, non -clog, sewage pumping unit, with each pump driven, through 1 - ex±ble couplir,q, by a 5 h.p. , three phase, 208 volt or 230/460 volt*, 1750 r.p.m. , drip- proof motor, with epoxy treated windings. Pumping units will be mowited on adividi 1, subplates. Discharge piping is provided between Bump �; subplate & rigidly locked to suhplate. Pumping units are non-clog type hawing close-grained grey iron housing, -wo port impeller, capable of passing 3" spheres, steel ptL main shaft.. Stainless steel stub shaft-, grease lubricated intermediate bearings, i water lub, !gated cu_lass lower beating. Pump shaft, inpelle:: i coupling are carried by grease packed, deep-grooved, self-aligning, raditl thrust ball wearing located in dust-proof housing. Bearings have moisture seal to protect them from vapor & moisture - rom the sump. ^or 6' sI.mp depth. A 72" diawter sump cover is included. Capacity 20C j.p.ru. at 40' hied. Impellers 7.10" diameter. Controls will be four ^.yg`.� level controls for prom, 5 off, lead pump on, lag on s high water alarm. A PACO duplex cor. :col panel will he provided with NEW, ',' I d= idtront (tsurpvr-proof) enclosure. Prnel will contain circuit a.reaker disconnect for each motor, disconnect for control circuit, magnetic starters with third ieg overload protection, alternator., H-O-A selectors, /1' s volt control circuit transformer, high water alarm a.i+_-horn 6 silencing switch, pump running lights 6 lapse.' time rmtera. Cunt;nuod on Page 2. Fwm335O 8/70 O • : 1 .... ........... . ................... .... ................. .. i�::;:• 'w•=:pxisaeie!iiiiiEiie ='ii3aeeii .Names._ .1.•m itiii:........:.N..:iiitiiiiiiii6e =iiii4Nvo i ii i eves .i M�INN .Sr.iS.• i.. MIM.L. .r.Y C : RSSti MR! Ino � I ! •„•�Lt VU ai0, :die:.m...0.i el:::ii:.N•li=�•.�i:: i"=ii::Sii�•u mnas �1... ■�.- •: ::::' imi _ i� Y.N � •:,r.Leseis i • i�:.:. i .. ! _:!: 'mii aiw. : i 0H. Ni SI Me N�.... :• .. .i:./...s..... s..HSai.:is.... . :im...... 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Yi...Y N.IOII..N.NN..N.IIIY YW`" a=...N.,... .......we.. i� •s::ss::DURN:NHI si < s ..........HHH HE —.NN. mo:p�� s.s::m:::::: ::i::::: :::::::::Hin::::::: Np..NY�•� • �� ................II.III..I! NI.. ►\ ii...NNI.�1w•�7 .'pfupp uY........pp m • �•�iN O.`M!�j• '��.�ik i'.iaa:LLa'•'Li CUO : MH wurd N. ..I N..I s a_ •.eY .N Y .I m. Mir. me _rr ' rpN NN. memo: •PIO > ' • f ;i i i I I :E2 23 THIS ENVELOPE CONTAINS THE INSTRUCTIONS FOR YOUR NEW P A C O PUMP FOR THE MOST SATISFACTORY PERFORMANCE PLEASE READ THESE INSl'RUCa ONS CAREFULLY IT WILL ONLY TAKE A FEW MINUTES ' I PACIFIC PUMPING COMPANY Bulletin X20 2(1/7 Supersedes 6/71 CONDITIONS OF SALE 8 WARRANTY 1. QUOTATIONS Unless otherwise stated in the 4. TERMS, & MINIMUM BILLING Terms are net quotation, all quotations are good for 30 dr,s from 10th pros. to approved credit. A 1% monthly service their date, charge will be made on account balances that are past due. The minimum net billing charge is S15.00. 2. ACCEPTANCE OF ORDERS All orders are Price sheets issued by the Company show f.o.b. subject to acceptance by an officer of the Company, points, and prices (herein are subject to change and orders and deliveries are subject to the Con- without notice. pany's regular credit policy. The Company reserves the right to refuse any order based on aquotation con- S. CANCELLATION OR CHANGES In the event taining a gross error, of a request to stop work or to cancel any part of an 3. PRICE POLICY order that has been entered and upon which work has been done, purchaser agrees to pay the Company at a. Orders entered for "delivery as soon as its usual rates for all labor and costs incurred and possible" are billed at the price in effect as of the material:, purchased or worked by the Company for date order is accepted and entered, or at the price of that order, less the salvage value to the Compary of our quotation if entered within 30 days of date of quo- the completed or partially completed goods. Similarly, tation. purchaser agrees to reimburse the Company for extra cost due to any changes made by purchaser. b. Items manufactured by us (not including motors r4 other buyout components) are firm in price 6. DELAYS We are not liable for delays or de- for six months from date order is entered. With the faults occasioned by strikes, differences with work- foregoing exception orders entered "deliver when ad- men, fires, accidents, delays or defaults occasioned vised", 'hold for approval", or with similar restric by the exercise of governmental authority or in ob- tions as to delivery, are billed at the price in effect taininj. materials or transportation, negligence of Car- on the date order is finally released, with full infor- mation, tiers, it for any cause unavoidable or beyond our con- entered for delivery on, or "not before" a date more trol. than 30 days after date of order are billed at p-ice in effect 30 days prior to delivery date specified. 7. RETURNED GOODS No goads are to be re- turned for credit without our written approval in ad- e. If an extension of delivery of an order is vance. Request for return of goods should state: requested by purchaser, the price billed will be that 1. List of goods, 2. Our invoice numbet and date, r 3. Reason for requesting return, and 4. Condition of eeffect at time order is finally released for requested in goods (in new saleable condition, in original crates ere as soon as possible". !f a change is request or boxes, requiring no refinishing?). If we made air of change will apply to the components the components of an order, the price effect at time error in shipping your order, we will approve retort. of changed or added, the goods, if in new, saleable condition, provided wr are notified promptly upon receipt of the goods. If we can accept other unused goods (no[ due to our error d. On orders for future delivery, or "hold for in shipping) for credit, we will send you authorization Approval", or "deliver when advised", we %01 en- for their return, subject to a restocking charge. When deavor to notify you of any applicable increase sched- an incomplete, ambiguous, or wrong description, or an uled for a future date, to afford you the opportunity of incorrect pump serial nur.•her (where applicable, in releasing the order immediately for "delivery as soon ordering parts) is given us, any error will be con. as possible', and thus take advantage of the price sidered as an error in ordering. When permission is effective before the increase. This will not be pos- given to ship goods to out plant a PACO RMT (Return sible in all cases. Material Tag) will be furnished you. Fill in and attach this tag to the goods, and mark the RMT number on the outside of the container. Never return any mate- e. Unless otherwise stated, orices include the rial to our plant without an accompanying RMT tag. Company's standard packing for domestic shipment, where required. An extra charge is made for special g CLAIMS Claims must be made immediately packing, such as crating for export. following receipt of goods. We are not responsible for hrea::age, ciamage, or shortage after goods are de- Applicable excise, sales, use, occupation, livered to transportation company -- such claims must or other taxes levied upon anv transactions will be be made direct to the transportation company by con- added to the billing. signee. it s l m WARRANTY �� LIr•PACU ot,,o In p- .. er j,,1t4 .t d 1 We .wn., ,I .aq'.tI tr., .. o.•get n blhI m mK<nal a Oikehamhqp I.ptyt Y If p," t d i.s: 6.1>v m Y dmnalxe UI any tIFrOC IWI ett<r QaN 61 on'. 1 5h 1 rl. k tb, Mw.. and wh we ( µt_ av tM Iefuh �( * Irem our IKIdY Of wanch, worn IrnILNE YM UstN n` of en, lefect "(Mr we make'y eltnwarKe fp labor, ,Y w d.MCKee wrt11 wn panted rmlruciWna Out nlb non UdeetliOttalbin. of ands,thes leananly I.binned\o repam or m K at IK'<m<nl ur r enY or" rna.ges n¢urred in the g n9 M g. -w rpm,p1 ar.y,lem `. Of mrmev wdhout charge, to h our te(tory. a b nee No mbn weoenry, eapnv,,oI rmG�e9_ n wlhorvM a/ bur own man. a been elotbhich n dethe I'll nv the Cmmowv rb nave Peen dAectnr at mr I'll,, n wa, bit.ur apnlGabk lo,tMs Company � f "Plato Wit"A tl motedwte Ynten rWbre n gnrn us An OUrrnayd eQlrigFN1 l",bonleet her manuleUru.w1 l ra .. coon it.., of rah defml The mater.al rb,ni by Usl, 'nclurb,motors,ingots, steam Wrbnos, nose f d fectwe thab be reWlned m,to us,bjvI atwn MepaN, vaNM, In,I'% ecfHforteI ere,"tearr Mt<C onto to,t r4ra to esUbl,sh the rlmm yerwd aryl bs the eatent,of the orgnel n1.m0 ..' F No warranty apple, to,and the Cuhpanv n hot n, wareaniv and ik cabled to all of the Rrm, ,c b . ` ypm mage rble for da :r wew to I pumpd Yp erio, par, of turn wnry caustic! eaml Ur mhr� abra4nr om,nl m the I.,,14 G r pu mpd al.As me bon..I ,ono,we 1puids n beyord the control 01 the Cgmpar•y, no warrenly s medr as'n the 0 >� Idv of a pump halMlitg coriw�v<IpurM tg,. !�1r_� '�� r �.N a IK �.AIf 0 qa r<♦ 114r.1Y 9 br��itlr a.`w. B alb • m / �w w $ ab .ar '«..iM' � .wv a fR` hx� ;••.: iu,.'-11 PACIFIC PUMPING COMPANY ' � �� PACIFIC PUMPING of CANADA —11.1 1'.YO.1..1111.—w[.YIaI..I. iaC MIO..1.1 r pwYM ue ea-r1.1—11, ixr<.we.�rw tYrn..rior, P O. Box 12924 35 Slnrla.r Avenue 9201 San Leandro Street '-' •" Georgetown Ontario, Canada Oakland, CA 94604 U.S.A. 2'e3 SM A l P,Inad in USA 2 r WIRING DIAGRAM 2926.50A PACIFIC PUMPING COMPANY Superserles 2926.50 ALTER rOR WIRING DIAGRAMS FOR DUPLEX PUMPS • Diagram -1 NEfh ALTERNATOR, using Lagoetic switches wiTHOU Manual-off-automatic controls. Shows tars float switch, which operates both pumps in event of alternator failure. I , J-5 �0 I r, I I 5 Ii wr o 1 I � I ! L I ,uei.. _ 1 O—J1 i Diagram ag: NECHANICAL ALTERNATOR, using magnetic switches alTH manual-off-automatic coot-xis. Shows auxiliary float switch, which operates both pumps In event of alternator fai.are. I (yf I L..r IOI I ZI I � I I � i 1 � 4 •J y � 1 � y tJ b I 14r 1 i ,<er lY00'. 1 4r .4. 1 1 i 1 'Or.� b. \ � + r _ 1 � ♦~�1 ��1 IZ 1 Diagram *3: MECHANICAL ALTERNATOR, for fractional horsepower single-phase units, without Magnet- ic switche... 0,,tted lines show wiring for auxiliary tloat switch, to operate one pump in '••� --- event of alternator failure. (Auxiliary float switch is optional extra equipment-) 1.w. L— �..,. 1 1.w I t 1 , ,a.w O over- 2926.50A, page 2 Diagram i4' ELECTRICAL ALTERNATOR, using magnetic switches WITHOUT hand-oft-autowatte controls. r Clratt m+Yrr Mramarct blWr+ Iglg. Bar IarG rrftm 1.0 �-- A werete Ertoie Ye 1Y vRm. /� /ej </I{� to It <e l "b I f ; 1 I L � _J L_ _ L 1 I Al a ., s I As of i ri n -t1 r r ri l I I • ' � I� a I � I I I � I ' ' I 1 1 I I I I I I I I 10 I rlmr I I roi I / P 3 a 3 G 8 9 /O I clot rtar I A-W brlrs t [Iactrlc AIGr+M.or , Diagram M ELECTRICAL ALTERNATOR, using magnetic switches WITH hand-off-automatic controls. elrtatt tr r Dtrtm[ret rttmm mrn bt 1W N1tr0 r tl ll t!A �,� •a1 rt+ W.tr tmfore toe 14 nItm. li� 1...a rltm' w rltm i I I ; I I t, .yl I I r— - - - - - 1 I r- - - - ' 1 I 4� iI i' I i 4 it 2 I, i tiI l Al ; alb .I i . rill, I J ; LL —r--, --I I I I i —— --- 9 �o _� .—1 2 7 4 S [ Sa A� brtw I [IK W At i [rto 12/61 Printed in U.S.A. PACIFIC PUMPING COMPANY INSTRUCTION SHEET 1854.615 INSTALLATION, OPERATION, 6 DISASSEMBLY OF PACO. NON-CLOG PUMPS Vertical , Wet Pit, lypes NA, NC, HAD, NCD 1. INSTALLATION. a. Remove any fastenings used to hold equipment during shipment, such as tape holding float wefehts to column. Assemble any parts that are shipped loose, per diagrams on Page '?. Place pump in sump. If unit was ordered `has-tight." there will be a length of packing in shipment. Use this length of packing as a gasket under the sump cover tut I to prevent escape of odors or gases. Bevel the edges of the packing where they come ( together, to mate a tight fit. Adjust liquid level control as in par. 2. YARNING: DO NOT OPERATE PUMP R;TROUT RATER TVEPTNG PUMP ROUSING. Bottoa Gearing will Ge atned of ran dry. b. See that su,p has liquid in it covering pumping element, before starting PUMP. Check rotation of Dump by just touching switch on for an instant. Pump should rotate in direction of arrow. If rotation is not correct on a three phase motor, interchange my two leads to motor or to switch, and recheck. On a single Phase motor, see wiring diagram in motor terminal box cover or on motor plate. c. Install Piping from discharge, supporting piping so it does not throw any strain on Dumping unit. A •inion should be installed in piping at pump. clear of subplate, so complete unit on subplate may he removed easily. On most installations• a swing check valve will be required in discharge line. 2. ADJISIVENT OF LIQUID LVAL CONTROL a Cut 3 ' Cut 4 •+ Cut 6 •• Cut Cut 2 / Cut 6 Lever-oPerated Wire-and- Bublomatic, Micromatic, Electrode Diaphragm with rod A weight types air operated micro-switch type high water float operated alarm a. DIFFERENTIAL. The adjustment of the low-level pump °off`) setting and the high-levc. ,on-) sett)ng should be. made with these factors in mind' (1) The low level (Dump 'off') mu,t he high enough alx:v- volute of pump so that there is no possibility of Dump sucking air from small xr.irlpools (vorticesl that may be created in the liquid. Make certain that the top of pump volute is covrrrd with water at low level cutoff setting. (2) The high level (Pump 'on') lust he below incoming lines, so liquid does not back up 1n them. (3) 'tie high level setting may allow for a considerable differential between tigh and low (Dump off fur a lung period. then Dumping for a long period) if the liquid is free from sand, debris, sewage, etc. However, if the liquid contains solids that may settle out, frequent operation of the pump is desirable, to minimize settling out of Solids. Therefore, if Pumping a liquid containing solids, such as sewage, set the high level clo:.e to the )-+ )�-rl. ,- should not be so close that pump is only on for a fraction of a minute, towever, ai t.,u-frequent starting and stopping shortens a motor's life. No set rule of thumb can be given, since the sump diameter, sump depth. pump capacity, amount of solids in the liquid, etc., all are factors that must be considered. (4) HIGH WATER ALARM. If control inclu, , a separate electrode. ._oat, bellows switch, or other device to tntrol a high-water arm, set this slightly higher than the high-level (COn') control for the PUmp(B). oien it is desired to sound an alarm whenever the second Dump of a duplex unit has to supplement the first pump, the alarm on' can utilize the same control as the ^second Dump on ', b. TYPES OF LIQUID LEVEL CONTROLS (after adjustment, test operation by runniak water into sump several times). (1) Lever-operated float switch or mechanical alternator, with rod and float (cut 2). If float is hollow-tube type, sliding on the rod, adjustment of setting is made by moving the rod stops above and below (cont'd, on page 3) � r 1954.615, pole 2 td ! cut 8 361 6 g A— 3br — aCe �` 23A 23A 17a '{� 218 -2�F -2j8 =63D 21n - In, control j20 control e9J e� 19B- � 18g n ll` 72A__� -14M _6A 13A- i6n �' 1 N IUl -..��-2.1 ii gqJ �- ��--\\\ out 12-- Donble- 10n \ bracket Otgstrmction 16L 36m 26AI { 3r- - 86D '� t �7 199 6j06F 32A 1 P 3 l �� 36F 36L of [ cut 13 ea 1Bn it \2yD ! Cut 16--Detail + Detail of lubricated Cut 11--Detail of IBB r lad If �5 (gas-tight) float non-lubri rated lost thrust br ragl 61F�' -bA switch stand base switch stand base. 27B b8 22D ' 24A 11N 4OB� rDE 260t._ .308 27D 22A 31A j_._.... '✓ V .vow r fit 3oA lA l0A _- SA 12A 3A -, mp(Pus for settings not exceeding 1 5 or 6 feet do not have inter- r mediate bearing) 27[ Cut 14 cut 15-- Single unit cover Duplex unit cover 2t� PARTS LIST INPUgfAMf: Always give lull size, type, aM serial ntotber, jrcwi Not nuweplate, nhen ordering parts. IA Volute 210 Lower bracket 32A Discharge pipe •3A Impeller 2IB Bracket 3'L0 Discharge ell 8A lain shaft 22A Packing gland stud :15F Packing gland out '88 Stub shaft 23A motor half coupling '36A Float (Sot illus.) j 14 Packing gland 236 Pump half coupling 36C Float *eight 7G Packing box •23C ()oupling insert 36e Float rud •8A Impeller screw (this '24A Lower brg. bushing •368 Float weight cable in a nut on largest '240 Intermediate bushing 36J Float rod stop aims) 25A Colman 36L Float rod guide tube 9A Bearing adapter lockout 26A lntmite, brg. holder 36M Float switch stand base, threaded 90 Dish. •tipv lockot %F Thrust bearing adapter 36P Float Mitch stand stanchion •10A Impeller washer W. Adj. brg. adapter, 'upper half 3" Float switch stand bane, flanged '10J Bearing wastes 268 Adj. brg. adaptor, lower hail 40A Float Mitch. rod type •19K Gam sea'. washer 26M Lower bearing casting 4" Float Mitch, weight type •11h Disch. is+nee ga-Aet 27.A sup cover, slugle unit 57F Column to Mbpiate clump 612A impeller key 278 Sup cover, duplex unit '61F Bearing retaining ring 113A Packing 27C Pump Mb-plate -63D Bearing adapter set acres a •13E bus weal diaphragm i70 Manhole plate 65A Motor 14A1 'thrust bearing Heal 104 Vent flange 860 Caw seal spring 16L Plug• stand base 308 Flange for dlxharge 89J Grease fitting 'MR Thrust ball bearing 30E Stanchion flange '98F Sint) Shaft pin 195 Thrust bearing cap 206 Float Switch stanchion 'Indicates re.cuaeMed *pare part. ti • , k (par. 2 cont'd.) 1854.615, page 3 the float. If float is spud type (threads to end of float rod3 adjustment of setting is made by Holing the rod stops above and below the float switch lever. Operate rod after installation to make sure it has not been bent in handling. (2) Wire-and-weight liquid level control (cut 3) is adjusted by moving the weights on the wire -� to the desired levels. Lower weight is moved so that its center is at the approximate low leve' desired, and upper weight is moved so that its center is at the approximate h l level desired. Loosen any clamping screws at the weight to move weight, and retighten when in position desired. (3) Paco BUBLOMATIC liquid level control, (cut C, utilizing air bubbling from air pipe in sump, is adjusted within the control Duel. in accordance with instructions accompanying it. (4) Paco MICROMATIC liquid level control, (cut 5), utilizing diaphragm-equipped micro switches in the sump, is adjusted by moving the micromatic switches up or down on their stand, in accordance with instruct- ions accompanying it. (5) Electrode type liquid level control scut 6). is adjusted by suspending the °off^ electrode at the desired low level and the 'onw electrode at the desired high level. On a duplex unit, the second electrode is suspended so it is slightly above the first `-on- el(r trode. 61arm electrode: if separate ;n«, is used, is placed at a level slightly above highest "on- electrode. (6) Diaphragm high water alarm, with pipe extending down into sump (cut 7). The raising of the water in sump exerts pressure against the air in the pipe, tripping the alarm contacts when water has raised sufficiently. When equipped with a three foot i" pipe, alarm circuit closes when water raises 5' above bottom of Pipe. Longer pipe lengthy require proportionately greater water rise. Cut off or . 1 pipe length as necessary to secure desired setting. Minor adjustment can be had by varying the tension on the spring in the control. (7) Alternator on Duplex Unit, (a) Two types of alternator are in general use; mechanical type and electric type. A mechanical alternator is installed similarly to a lever type float switch (cut 2). An electric alternator is wall mounted, and uses a float switch to actuate it. (b) Auxiliary Float Switch. An auxiliary float switch is reco®ended for use in cc..junc- tion with a mechanical or electric alternator. The auxiliary (standby) float switch, if two pole type, is to be wired so that one pole turns on the magnetic starter of one of the In, s, and the other Dole turns on the magnetic starter of the other pump. Float setting is to be slightly higher in sump ;,h an setting of the mechanical alternator (lost or float of the switch actuating the electric alternator. Then, if alternator should fail to operate, the continued rise of liquid in the sump will actuate the auxiliary float switch and operate both pimps. If using a single pole ve•i11ary float switch, connect It to operate one of the pump starters in event of alternator failar 3. BELT DRIVE Pt.W, ty lies NAB, NCB. Line up engine and pump so that belts are in proper alignment, using only sufficient tension to keep belts from slipping. Lubricate ball bearing in belt drive attachment as described in next paragraph for pump ball bearing ]BB, 4. LUBRICATION. a. Motor' See motor instructions. If motor is not sealed-bearing type, a little good- grade ball-bearing grease into each motor bearing every two or three months is sufficient. Do not over- grease motor, or grease will get into windings and cause damage. es:e- use any grease other than BALL BEARING GREASE. Ibis Is obtainable from your Paco dealer or from us in tubes or cans, or from any oil company depot stock. Do not use ordinary cup grease-- it will ruin the ball-r-arings. b. Pump ball-bearing I8B. Remove plug not shown in drawing) and insert a little ball-bearing grease once every two to three months. Use only ball-bearing grease--ordinary cup grease contains acids that will ruin a ball bearing. c. Pump intermediate bearing(s). Normally the bearing bushings in intermediate hearing(sl are self- lubricated type ono require no attention. For those pumps specially ordered with grease lines to the inter- mediate oearing(s), two or three strokes of a small Zerk gar, into grease fitting above cover is sufficient. Grease daily for continuous operating pimps, to once a Mont' for highly .ntermittent operating pumps, Use A light water-repellant grease such as Chassis Lubricant. d. Bottom bearing. Bottom bearing normally is water lubricated, requires no lubrication attention. e. Lever-operated float switch or mechanical alternator is mounted lid Paco special stand. If this stand has a grease fitting (Cut 10) instead of s plug (cut 11) In the base piece, it is i-tted with greas, seal to prevent escape- of gases from sump thru the float switch stand. Every three months, in average service, add a small amount of clean, non acid grease (ball-bearing grease or similar). S. RICROMET R SHAFT AD3USTMIENT. ('this is an optional extra--furnished on special order.) a. TO RAISE SHAFT & IMPELLER C..T (1) Loosen lockout 9A and beck 1t lift at least enoq gL to sl lei the desired i _ \' adjustment of shaft. r 1 (2) Holding the shaft, use a spanner wrench, or a punch, to turn bearing Iqe� J —21H adapter 26H clockwise, raising impeller & shaft the desired amount. When impeller is at " desired position, screw down locknut. 9A against bearing adapter 26H, tightly. yIy b. TO LOWER SHAFT & 14PELLER. Same as next above, except turn bearing adapter 26H Ise'"- j a Counterclockwise. Cut 16 6. TO DISASSEMBLE PUP FOR WLACLAWNf OF PARTS: (.ive If 1"ramr on pop ."!. a. Discromoct discharge piping. remove motor bolts, and remove motor. b. Remove subp,ate cap screws and lift complete pumping unit out. Iay it horizontally on floor or bench. c, Loosen bolts on flange 308, or remove them on models with standard companion flange connect Ion. d. Luke out cap screws ho lding volute IA to lower flange on column, and remove volute cleaving auction Cover in place on those models having auction ccver). e. Loosen set screw is pump half-coupling 23B and set screw 630 in thrust bearing adapter 26F (cut 1"). Pull shaft and impeller out from bottom of Dumb. forcing half-coupling and adapter off shaft in so doing. I. Take out cap screws and remove lower bearing casting ?BM. If it is desired to replace the lower bearing cashing 24A. press it cut and press in a new one. In orderin- this bearing bushing, be sure to give pump serial number or send dimensioned sketch of bearing bushing, stating whether it is all-rubber. m'jber- lined, all-brass, all-iron. etc. 1854.61 a, page 4 9 If it is desired to replace intermediate bearing(s), remove bolts from intermediate bearing flanges and remov, intermediate bearing holder 26A. Press out the two-piece intermediate bearing bushing 24D, end Press in new pieces, leaving hI,to if gap between them . CAL7ION: gearing should bn pressed in rather than pounded in, to avoid thickening the bushing. If necessary to pound it in, use a ;oft piece of wood between bushing and mallet. Before putting bearing assembly back in column try it Over shaft. If more than one intermediate bearing, repeat this with other bearings. Replace bearing(s) in collar. h. Replace lower bearing casting 26M on column. J. Remove bearing cep 19M and thrust ball-nearing 148. Wash bearing housing and bearing with clean kerosene or solvent and inspect bearing. If, after being cleaned, bearing feels rough when turned in hand, it should be replaced. If bearing is to be replaced, press bearing adapter 26F out of old bearing and press it into new bearing. down to its shoulder. Repack ball bearing with clean ball-bearing grease LVEVFN wv cup grease or any grease other than BALL BEARING CREASE), replace it, pack rome more tall-bearing grease above it, and replace bearing cap. J. To remove impeller. Remove impeller cap screw BA and washer 10A. Slip a piece of pipe Just larger than stub shaft down over shaft, wan impeller slightly, and tap impeller to remove it. k. To replace stub shaft: Check to see if stub shaft is held on by a rollpin (older styles were pinned on), and if so, remove rollpin. (If rollpin was used, do not replace it when putting on new stub shaft,) Heat stub shaft until red hot, then use a hammer to tap stub shaft off of main shaft. Take care not to bend main shaft.. If it does not come off readily, heat again and 'pefnn it all around, then tap it off. In replacing stub shaft, beat It to about 500P P., then slide It over main shaft end allow it to cool. Be sure main shaft is completely clear and cold before heating and sliding stub shaft over it. 1. Inspect inside of impeller hub and end of shaft to be sure tney are clean. To replace impeller- Wan impeller and rT,ss it back all shaft. Replace impeller cap screw and washer, tightening screw firmly, thec retightening when impeller has cooled. The amount of tightening applied to impeller rap screw is im- portant. Not emough tension may allow impeller cap screw to unscrew; too much will strain the cap screw so that it will break in tame. For 3i8" cap screws, apply a torque, as measured on a torque wreath, of I6 to 19 ft. lbs. Par 1.,2- cap screws, apply 45 to 49 ft. lbs.; for 5,8' can screws, apply 90 to 100 ft. lbs. ■. Replace impeller and shaft assembly in column, being careful not to burr or bump intermediate bearing(s) or thrust besting. n. Reassemble puaD end and discharge piping. a. Replace thrust ball-bearing adapter ant' pump half-coupling, with keys in i e, and tighten coupling set screws only. ^a*:.:ion: If coupling pins touch those of motor half-coupling when motor is set in p ace, set couplings farther apart so they do not touch. P. Push on pump shaft If coupling until impeller rests against bottom of pomp, this pull shaft back approximately I'IF and tighten hall-bearing adapter set screws 63D firmly. a. Replace imp in Gump, replact motor, and reconnect disebarge piping If wiring wa. disconnected from a three pha motor, check rotation as per par. 1. b. 7. CHEMIRa FOR TMIKE. a. If pump will not deliver any water, or delivers lees water than normal; (1) See that pump is running in direction of arrow on motor bracket 21D. (2) Check head against which pump is operating to be sure it is not greater than pump was selectee for. (3) Check impeller to see that it is not plugged with debris. (4) (heck motor nameplate To see that it is correct speed for pump. (5) (beck adjustment of impeller off of suction cover. Ibis should not exceed 1/8" (see par. 6,D. above)- (6) (beck to see that pump intake is not covered with muck so as to prevent liquid reaching it. h. If motor overheats, blows fuses, or magnetic switch trips off, check to see that ; (1) Voltage is same as stamped on sector nameplate--not say iower. (Power company can check the voltage for you. Be sure to check at time when voltage is usually low such " evening. (2) Motor is not taster speed than correct for pump, or on nelt drive unit Dump is not being operated faster than correct speed for conditions. (3) Head is not lower than unit. is selected for. Centrifugal pumps will overload at heads lower taan they are selected for, due to pumping increased capacity at lower heads. (4) If liquid is heavier than water, witor size most be selected to handle this heavier specific gravit[ (5) If liquid is more viscous than water, motor size rust be selected to ban( a this - r^ste, vlsm,lity. (6) Shaft is not beat. ,7) Ball-bearing bat; not gone bed (8) Impeller is nut rubbin, > ahem of pump (see Dar. 6.P. above). WARRANTY a"st�Sta " [•.A puW .ul w .nA r nr uY•clul.. e bp Ye...Jr l.1 P w•ptnw CeroenY Ir w r, rated q.imt Ar l•♦n r n w: r,el s r w♦twn.nrp ur •r •y ^ r Y.•r .It rr dn. of .n,Mrnr Irsw n Irrr^rY n •1• .os u nn♦n . svk. .Awn •.. n.ull•J mtl mad♦, •Hems• .i[n ^ r Ir ud In.r♦uet+.n. Wr enl,yr ♦ iris a •Irinw s! .awl• n!^r • ur optlen, �1ou,,.,h.el.. L e.b. 4eterY. •n),Iut al a am ul.uturr .h1eF ,n Y'^rrr no li, .It roM. ,.,n 1 e"'+m vb .r afar n I. so .... .. awn o.en♦.,r el suer nrlr.<. rn. Darla .1.lam n.r.a l•. :n.n b. .•,..nM m .. t.w.rorta...„�.p.�a. .. .a.el..n ,n. a..n ^an..�e......•°:haiAs ls. in uontJ.P-1 r no, in:p•nr,bl♦ I., do. ,. e V . ee 1., now - ant.,. ^ ..d ben...dr ran w•u [ 1t I .. Y^ In. 1,1: el °u•�•,, ^•ra.1♦.of C r1 ♦ 1, aids ,, b.9and th, c e e n Y • pum n.ndlin! c III,ld.' .1 .. e n el ....... ne —foo hl. la• bM. eMue. a et n., . ^I ... k,.d, 1.u, d•Iry s .nY _!.. el 0 s.•^> 4a .ne ter .nd . .is,u^.... v♦.4 •t In. r.nJe of .nY A (., ♦ a ~ n.4• on, .11......•Is, [,e.. •J nee bt.en. .r so, .,h♦, ch..... ,n.aa.M 1n the •epl.umn[ e♦ r•p.i, .1 owlI.rt w Me sins. w,r.nt.. o.c.•. ., IMI—A, 11 .u,M n,M bl nr rPYl,a'.nlr ,n, tau C.y.n.. 'y a ♦11 pu♦ahuM eewpe.t (real;»rat to, I, I., Iur..l b. I " 1. I,n! Haler. .n•n nr.. .t r. 1+.a, ..... ..I... y I ,flap. .r • oats • 1. . trim anus Inv tM n• u.l, .I, t If. . en,, .1 Ire un1.. •-ul.., •. .ran .,.A,u.n, .1 ..ran•. moths n ,ul.un.tt. of n e....... o..n,Y n�n.•fo, ........ LM, ^1 „n..•..v..�. te.r e..e not n..n p.v10;sir wtn•.,..a•;e .♦.un! i i - - - - - i $i R i , � r 3. That therr. is not available t� any suc , ad;ac:e:�E or adjoining owner any reasonable alternate means to reme :y such situ.:^ion; reasonable alternates may include formation of a Local Imp^ovement District for sanitary sewers or agreement with any other govanmer.tal agency to serve suuch property owner. For good cause shown, the City Council , upon reco—inendrti.cn of the City Engineering Department, may waive or :modify any of the foregoing conditions . SECTION !I : These guidelines and standards shall be remain in fu: force and effect urtil modified or amended *v the City Council. , 1 .,,•,,,8.av IASSED BY THE CITY COUNCIL As !/�aY e mie Nelson, ity -er APPROVED BY THE MAYOR this_&_]�- Cay of , 197 . V J� 11,/�1` Avery Garrett , Mayor Approve s to form S -�-JK.--s j` rar a an , City AtLorney I ` I S C *K'7 447 CITY OF RENTON RES01U?ION N0. /$/3 WHEREAS it is advisable to provide and establish defin' te guidelines and standards concerning th, furnishing of sanitary sewer se-vices to property owners residing outside the prose t or future City Limits-of the City of Renton , and WHEREAS the City Council does hereby set forth such appropriate guidelines for the benefi" of the various departments of the City , NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF RENTON , WASHINGTON, AS FOLLOW` : SECTION I : The following standards and guidelines are hereby established and shall be generally aahered to by the various City Departmr:nts in dealing and cc-isidering applications by property owners for connection to sanitary sewer lines whenever such property owners are residing outside the present and future City Limits , to-wit : A. Hookups to sanitary sewer lines owned D, the City may be permitted, upon payment of the appropriate fee set forth by ordinance , together with latecomer charges , if any , when such sanitary sewer line is located outside the City Limits and the , operty of the peti*ioning owner is located adjacent to or a�;ofning such exist_ne sanitary sewer line ; AND PROVIDED FURTHER that the following additional conditions are met : 1. A written determination has been made by the City's Engineering Department that such existing sanitary sewer line is in good, servicable condition and has sufficient capacity to handle such additional discharge from property owners wishing to connect , and such capacity will be adequate in the reasonable , foreseeable future . Such information sh -11 be furnished unto tht Mayor and City Counci' together with any plans _ E jFg � that the --Engineering �epart.ment may have fc^ the development and enlargement or th<_r igc�s affecting such sanitary sewer lines . 2. Prior to any permit for hookup, an up to date determination shall be made by the City and/or King County Health Department to determine whether a serious and imminent threat to public health exists on such adjoining or adjacent prope• y requiring immediate remedial action , i.e . , �:onnecti - to an existing sanitary sewer. - 1 - ,, f _ , ;, ,,,� -- � ___ ____sue-� �.Y...M.. P��.t�':... j �_. i I .vYua� � ^�+..✓4J 1tiM.+�.CL� i(/L(. �4f-r-' .�� �t..G.¢�a-c.ui F-Grt�, s� 1 2f .74'- L)a-P cd'' -.rul eack�4 QevAt/z, 45ox'NE 1 /?A -� - (,o3D 5of-IV- ' 727^ Ja 24, sO ,,t- 7v-t,1 lxff 6=7rf- UG 2 - 7Nnv i• 3 •'7y� �q,� � �! . 61A/Gzc�bn ' 'Zvz�/, .e.�`tcc�... C',c,C( -f- -�—` St-.�/ (_Zt.., .t, V —i2 IN HA A- 'S �� , n // %f C�(/h4 . d+l ,t�F,✓ ,�+ t J yv:�P v� C� seiFs-�L --_. - _..-..- I� #N.' C/NST �� I /ZE LPN Gn,':, _ ,✓3�'!.T ,�7 A15_�yK B�. Cl�N3T. f �.vlo,//Fs�'A2S �/� TAB✓L.oT%^N F'Jlr► ' C.. � QCti',�T. Cia+. � 14` G�,Ey,NE�4iNln �.�TiM�r'T� S.nN/rykY SEw�/•� S' c,�rsr-4ri..;,,,, � t : T I Li✓/T�t �JN, T uN/T 1 L/f✓/T � 6rNr7 ,{�N/i uNrY vN, ' !fW,T Z'TLc� Q�.;yNT, Y y!FQ/ram . 7277RL PAelcd, 7JT G�AL I PR/ 7e77-AL ,O,.2 i_r7 7-r rV pla'-'!5I 7dTAL v 1 MGf' '7/4T,�t/ ( � � a �f)n� /5o�a 1 3e�C.v ? 3er+ lode no lrn_ /�nrn. o ? nO 200 ; 570.�0 2. On _/i57C. .7Pn SO 292 [ v. < en Ci O? 45n ea rt _B-r -,�, (i�•n_=��_7,!' �> 5z,::7 Fr.r/Nr_-eT?�"ia, i.Jr -i?f•`t-t,/7.r7 - _�� 7bN T„/re7 Z ,.^P) 6.00 c^.� !" .� 2.90 4.�_,-+ �. . �.� I e _. � � /2! [90 1 & . l r _C Ftor ,1• 45 T;v -`L� ,2,�_ = P`-1-- .27e. T� `f�"_ tT T.t `v -rl�_�-�:�6'�.: -.t._.24 '='Y_+�!"� r�'•.�^ ' � g�n_�..�_-�Go.cc�t 4.ar, - fJc n � I 2n�__ 4�.�r S.�c lnr.rn �'!. [.•!i✓./e. i,fi___IQ-- 1'�._�_/�,L_. i t.'; Z E/D. Z LL.�_ �'('i/.O`" /'.SO l�O' �9^..^ ` _��'� !' GO ^131n,!'.- G+' �!' z/10.r •� _-. �•O � iadM�JlT' Gr.✓., P:.C'.w' . g � ?�. � � I � .. .,i �� -.n ..'."' T>.6 � �76. ^O� 7n O;^ _z/� l,!7 � Z!-^^ I ,, ,��' .i�9 �!O _-L___49/'-n!� "4_/:,�-�n. fj.�� t- .y.�-.7j 9 s �^'I /.G^ �; />,J I S. G.n I 44 el 4e,^ /i C':.:i n:�': /%.r F`/�..H, 'v_ .i _7! i .^. } tan : 2 �. ..-`� �.... /P '` r['C�a/'./'P�- L/'� ^•:_� /5 i-_ IL��. />.^ /OC.�.�I ..^_'� _Tr -e./G� /� /. , :•tr =1_.!� C__.�7�74.Z!�O.i ___ •i !' h'Q7�Sn 84 R 7Q•_ r.. /1 ��^,".w+.7 ed /i "l.1 ..; �! Ck'! 1 ri J /7, 5 e7z.57 F - t127. 27e? e17 %S 7C /7- ,/ ��_sls�s> r .� i� / � ^.,...!.r�, Fc I ,'3 ^ '� - __�S•�^ /C',2GAO,�• 350 G.6!�r., n., C, � t�r�.- r'.^ �T.s>° y�6o 7'Ax T !o.Arl79 5f? 7B 39Z. 45 5c , 5- _7rrcG F_w- < � ' �- �'/!i OO�, � D 7 8 lj9c n 7,Z co Z .— • _ •yam I �••�r._.:-•AMA b /.. io_ 30.17 _ 79. D S I. i• 3 'o _"� 9s7. �o S�16. .39 /, So4� 109 4 r i 46.2<--. 5-2 _ . F%., ,.e.✓ c t — —LPL.-s? rJ• U u -i 2'. /` . ., i 7 9S i a9,883. N _7 912, 1 7V 33 i' - --rr ea _... ..� ,_.. ,_. j,# 6 -6 Z L r L 7q R 6 Z Z T (- S12 11 IT 1 9 6 -6 T 6 V T '6 V I) I t 6 -L 9 6 1p 9 7 T " I 7 ^ 'L 9 6 71 0 *t 96 6 "7 IM l I� �i u s f2. 9/' �� YLFK L /03 //o _ r ' ;.L. n 'r /-�}y:_ F(G%�a// !t ---. -�//f7NRw/ _�►'/ram Ct1 _—�° -F -� _ _ .� .�-'i •i� � �f;/ems —L � :/ lS -- - r fR,L,,,,m ,.jAS�iEGb'MLN1 HOM ` . EST. TOTAL C. .f S29.954 ovFlce of -. _. THE CITY ENGINEER (OFFICE V.'ORKINa Coon PJat of Eastwood Park - Installation of Sanitary Sewers -� - ---- p-- p-"--'- G , FOR THE IMPdO'J?h1ENT OF._._---- - ________.--_.__ -- -. __- -_-- -----_- - _ _ .. BY - _- - _---. CNDIIVIDUAL DE S ASSESSMENT:C L v�l 1 l•-...- _. YEAR BONDS AT -._ %. ESTIMATE REPORTED TO BOARD ___-p _- _.- __-.- _ RESOLUTION No 7 A p* HEARING ON RESOLUTION D- cpi� r_16, 1374 - ROII FILED . .. w �� `.`.}:._ ORDINANCE No. .. - __-. _ _ 939.50 HEARING ON ROLL - DELINQUENT ASST. MAP No. - L.I.D. No. TOTAL 1,576.57 ATOM p Aim NAME OF OWNER _ _ DESCRIPT!ON OF REAL ESTC. E SQUARE FEET IN SUBDIVISION Estimated Actual Changes j �'• - - - ---r----._ ^. 10Su►� 2ndeu►� 3rdSmF 4hS„� � stns,m- - � Ordered by; REMARKS (•h hen Known) SV01 Lot Lot A.L. AO9ITION OR F[Al dlvl5 dh5 ( dl20 ditfoe dir0lnn ASfe3Smen1 Assessment'(. I C'tor a3 2D � 20 to B Council David E. Zehn 1 Eastwood Park 939 50 4708 ^I ''•. :d SideySewer, 1�' 637 07 o OY -- --- Fenton, a 35 1576 ,57 ,Z�,5� --- — - T - 1 -- -- -- - ' , _2 Lincoln lst Fed, :. � �._ " -- 939 50 504 W Meeker I _ _ Si Sewer 1 �Q10 ' -- -- —�- - -- - - --- 637 07 7�2i - -- -- t WA ! -- Ylf TOTAL •_ �F I576 571z -- - - - --- - - r - -- - --- — ---L -- - ! Barry D. Thoctpsor �3 - " g -- - --- - 939 50 1 -- - - �- _ f -- - -- . ! --- - --- --- \ ------ .. 4612 T.E. 23r3 - ----.—T ' '--- � Side Sewa7�-- _ 637 07 .?pe.�: Penton, WA 98055 � � AL '�i 1576 57I 3 I it I I II George Wya:Ie 1I j 4 - — r 939 so '! --_ --. 4606 `Ts 23rd _ 4�_� _ ��- Side Sewed -_ t1637 Oi' - -- - it-Renton, WA 98055 ----1F-- T AL 4 I576 57 _ ---fir----"— I 5.'. Nathan H. I-Welch 5 -- �_ _ ` 4600 N.R. 23zd I � � _ Si S '637 07 --- SAN-I S-161 4X ♦ I 6, ✓ 939' 50 �2(i�. . Lincoln ist Fed. S/L - - -- 504 W. Meeker ._ _ _. . ` _ . _ -. Side Sewer j 637 07 /Z) �Gi - __ _ _ _ Kent, WA - _ _ TOT" '_ i 1576 572071%5 i 7• John R._ Ladwig 7 _ . . V 939j50 '2roA /0 -. 4514 - N.E. 23rd __ Side Sewer '�. 637 07 gS7l9f ._- Renton, WA 98055 I yy���� r TOTAL 1576� 57 r a cF.+jv 93� SO 8• Lincoln 1st Fed. F/L 8 i _ _ Side Sewer I '� 63T 03 504 W. seeker __ -- -. .- - __ - 1 I TOTAL 1576' 51%03/6'74 Kent, WA - - i Harrison 9 " _--- --- � 939 50 12�e>rA 9. D. C. - - - 4502 N.E. 23rd _ Side Sewer 637 07, 7f- Renton, WA 98055 TOTAL 1576157 10. 93 50 . June C. Williamson 10 � - - Side - :;ewer 4503 N.E. WA 98055 23 TOTAL I 1576 57 /(/j�, I RATES f ASSESSMENT ROLL ' OFFICE OF (OFFICE WORKING COPY) „ -- THE CITY ENGINEER - - - BY FOR THE IMPROVEMENT OF - - ------------- RESOLUTION No. I - YEAR BONDS AT D_�TIMATE REFORTED �O BOAk - - - -- - - ROLL FILED - HEARING ON RESOLUTION ORDINANCE No.AS !I;ST. MAP No. L. I.D.No. - i' HEARING ON ROLL DELINQUENT - -- --- - - Changes j SQUARE FEET IN SUBDIVISION _ Estimated Actual Ordered by REMARKS DESCRIPTION OF REAL ESTATE - _ •Ins,ie. Assessment' Assessment Council NAME OF OWNER - __._. - - II-Sb end Erb- divi,i� ei.Seo,- Sebdivis.r. 1 Lot INN. ADDITION OR PLAT division d 25 n 20 10 `� (When Known) Ot:u, 45 L' 939I50 t'LIGI�j 11 Eastwood Park - 939 - (/ / i ceeL �pp LciL['�tiE .' I, 637 07 11. y Side Sewer 4509 N 9 '" d .�.5 .✓/��-x1' 'WP/ 1576 57 2 Total 14 Rentmfl, WA -.5e055 L/t%Q�I�E. �r1L --- ------. _._ - 12 637 07 9107 l y 12. Richard Nelson Side Sewer I yfI�Zp 4515 N.E. 23rd - - 1576 571Z33163 i .. - TOTAL j ---- -Renton, ---- WA 98055 _ -- - 939 SG /ZIGat7r. - Este A 13. Virgil A. p _ -� Side Sewer. 637 07 ,. - i 4521 N.E. 23rd --_ - r TOTAL 1576 57 l � .. .. Renton, WA 98055 - i ------- 1 --- -- ------- � .939 50. t JZ�6 6l. 14 „ _ 14. Lincoln 1st Fed. S/L Side Sewer 637 07 � ' - 1 - - - 504 W. Meeker - - _ - _TOTAL 1576I572.7- ! �0 1 I _ s Kent, WA I .I I I — WEE ----- -------- -• 15. Lincoln 1st Fed. S/L Side Sewer 7939 Ts0 ;/� �i, /i�. _ 504 W. Meeker -_ _. - 637 07 03, Z+' _. Kent, Wa. TOTAL � 1576 I i — • 1(z �939 50 lZ"l i 0 C/ a Side Sewer I 637 07 TOTAL 157G 17 939 50. Side Sewer 637 07 9/Z. 2, TOTAL .. I 1576. �, J_ 939 S0IZ toy --- 18. Jc'-n B. Jones 18 � . Side Sewer 1✓ 63. . . 4B.S1 iZ 7 _ 4703 N.E. _3rd - Renton, WA 98055 - - _ - TOTAL - 15; 5- z2 — — 939 50 19. Lincoln lst Fed. S/L 19 ^ - Side Sewer � 637 07 i�r�7 ' ✓ 504 W. Meeker - TOTAL 1576 57ZJ/5:7G/ Kent, WA - - i i ENGINEER'S CERTIFICATE To the Honorable,the City Council of .. .Renton.. .. .... . .. ....... .. . Washington, Cum;lying with Ordinance No....2905........ being an orduwnce creating Local Improvement District No . 292.. ... I have r -pared the following Assessment Roll in accordance with Ordi a No........274..._....and the Laws of the State of Washington. I find that the actual cost of slid improvement was and is the sum of c Thir y.,seven_..thonsand_ seven hundred ninetyyfive and 53/100 ollars ($.37.,79 —53..) and t said amount is equitably apportioned in the within roll to the property therein described according to the benefits resulting from said improvements to each lot, tract, piece or parcel thereof, as set opposite each of said tracts respectively in the column marked "Amount of Awssmcnt," and I certify th.a this Assessment Roll, consisting of ... . .. .. . . . . _.. ... ...sheets...._.. :... ...... ... . . ..... .. ...... ....diagram, is a true and correct assessment roll for the aforesitid improvement. I herewith transmit this roll for equalization and confirmation. Respectfully, x�tsx�cxxtxw�t Public Works Director ` Dated.... ... ... CERTIFICATE OF CITY COUNCIL This is to certify that this Local Improvement District No _. ._ .. was duly confirmed by Ordinance N ... .... .. _ ._... .. _of the City of ..............._.___. _._ _. .. . .. . Wash., the.._. ..........day of_..,........._.... ....... 19. _.. . . ._. _ .... ....... .... ........_. .. . .. Cn,, Clerk. WARRANT FOR COLLECTION To the City Treasurer. ' I herewith hand you Assessment Roll of Local Improvement District No.._.._.. for collection by you in accordance with City Ordinance No..._...._....... .............._...and the laws of the State of Washington. City Clerk. . __ .... . .. .. ._ .. .. . Wash.. ._.... .._... ......... _.. ..._ 19 . .. . f � ,oda .ov •nr � c a �o ., .. �naar �n i i66ri f �idC � Sd i : r= ui uiJi odour -vJoa � oo �- rmr—U) Cv CJ iV :V rq N V fV N V N P!'V d •1 4 .J J 3A -a CIT` Assessment Roll for "Local Impro ement District No...... . providing fn; the Improvement of. . Eastwood Park San: . .........st _.._................ . UESCRIYTION OF RFAI, h51 AT r,... - __—.. _ NAME OF O\1'NF.R Amount of Amount of (When nu,,ii., j;. Asses:mem Assessment I; Lot Sik. Addition or Plat as E4u.11z2d David E. Zehm 1 Eastwood Park 2151 53 4708 - N.E. 23rd Renton, WA 98055 ' V Lincoln 1st Fed. S/L 2 Eastwood park 2233 t53 „ 504 W. Meeker Kent, WA I' f L I _ I' Barry D. Thompson 3 Eastwood park 2233 63 4612 N.E. 23rd !' Renton, WA 98055 I a tGeorge Wynne 4 Eastwood Park 1266 61 4606 NE 23rd Renton, WA 98055 I 'I u 'I I r Nathan H. Welch 5 Eastwood Park 1266 61 4600 N.E. 23rd �., Renton, WA 98055 P I' I' I I� f � I ' I� Lincoln 1st Fed, S/L 16 Eastwood Park 2279 25 t p 504 W. Meeker p p i Kent, WA 'I p I i I pp I I - tlJohn R. Ladwig 'f7 Eastwood Park ' 2224 52 r 114514 N.E. 23rd Renton, KA 98055 r I' Y � y rITY OF RENTON Assessment Roll for "Local Improvhment District No......... ......... Created by Ordinance N providing for the Improvement of_......................__....._._.....__....................... ...-- ................................. ESCRIPTION OF REAL ESTATE I LPAY � NAME OF OWNER -- --- - — Amount of Amount of a:--MF.NTS UNDER FIRST NOTlC.-- (When Known) � �:Assessment j' Assessment !II DATE B Lot Wk. Addition or Plat Bs Equalized Amount Receipt _ _� ; Na Mo. Day Year � t Lincoln 1st Fed. S/L 8 Eastwood Park 2315 741! SC4 W. Meeker '!, 1i II �� Kent, WA II ' N L i D. C. Harrison 9 Eastwood Park 11266 61 4502 N.E. 23rd , Renton, WA 98055 I; !I June C. 'Williamson � 10, Eastwood Park 1266 61 � 4503 N.E. 23rd Renton, WA 98055. , I I RayFullmer Eastwood Park 2206 2 li 253 Helen Way is Livermore, Cal. 94550 i Richard Nelson ' 12 Eastwood Park 12233 63�1 N 4515 N.E. 23rd Renton, WA 98055 ,' I� I� y Virgil A. Estep j' 13 Eastwood Park 11266 61u 4521 N.E. 23rdI I II i Renton, WA 98055 I i Lincoln 1st Fed. S/L '. 14 Eastwood Park 2270 131� 504 W. Meeker I� Kent, WA � , I CITY OF RENTOI Assessment Roll for "Local Improvement District No... ;' Created by Ordinance providing for the Improvement of.. . __. -__.. ....... ._ _ . DESCRIPTION OF RF1Al. Fs'rATET PAYMENTS UNDER FIR T NOT' NAME OF OWNER --- - Assesm nt h Amount nt(When Known) r Assessment I' Assessmont Rrceila _ DA76 Lot Hlk. as Fluaod AmountAdloa Nu. Mo. Day r 11 , �, 1 Lincoln 1st Fed. S/L 15 Eastwood Park �i 2270 13 �� 504 W. Meeker - I; 1, Kent, WA II Lincoln 1st Fed. S/L �i. 16 Eastwood Park 2297 50 , 504 W. Meeker li 1, Kent, WA i Lincoln lsl- Fed. S/L 17 Eastwood Park t 2178 90 504 w. M .ker R Kent, WA 1' John H. Jones 18 Ea ood Park 2251 88 ' 4703 N.E. 23rd Renton, WA 98055 u 1 r 11 I _ Lincoln lst Fed. S/L �119 Eastwood Park 2315 74 ' _ jl 7+7- Ir 1 1 1 II 1 , 1 r j I I� II J � M 4 1 q i a P i , j CITY OF RENTON , WASHINGTON ORDINANCE N0. 2980 AN ORDINANCE OF THE CITY OF RENTON , WASHINGTON, APPROVING AND CONFIRMING THE ASSESSMENTS AND AS ' SSI'IENT ROLL OF LOCAL, IMPROVEMENT DISTRICT NO. 292 OR THE IMPROVEMENT OF A CERTAIN AREA QFFTM7dOOD PARK AREA, RENTON, KING COUNTY, WaSHINGTON, BY THE CONSTRUCTION AND INSTALLATION OF SANITARY SEWERS AND TRUNK LINES AND APPURTENANCES THERETO, BY DOING ALL WORK NECESSARY IN CONNECTION T'HERREWITH, LEVYING AND ASSESSING THE AMOUNTS THEREFOR AGAINST THE SEVERAL LOTS, TRACTS, PARCELS OF LAND AND OTHER PROPERTY AS SHOWN ON SAID ASSESSMENT ROLL AS CONFIRMED BY THE CITY COUNCIL; AND PROVIDING FOR THE PAYMENT OF SUCH ASSESSMENTS 1NTO THE LOCAL IMPROVEMENT FUND, DISTRICT NO. 292 OF THE CITY OF RENTON, WASHINGTON, AS CREATED BY ORDINANCE NO. -" 05 . WHEREAS the assessment roll levyinft the special assessment ag,ainst the property located in Local Improvenent District No. 292 generdlly de_;ciibed as Eastwood Park Area created under, Ordinance No. 2905, dated January 13, i976 , has been fil, d with the City Clerk of the City of Renton, 4-lashington by the I%irector of Public Works, as provided by law; and WHEREAS due notice of the time and place of hearing thereon and making objections and protests to said roll w;is duly published at and for the time and in the manner provided by law, fixing the time and place of hearing, thereon for October 20 , 1975 ,. at the hour of 8 : 00 P.M. in the City Council Chambers , City Hall , Renton, Washington, and due notice thereof was timely mailed by the City Clerk to each property owner shown on said roll as provided by law and ab further specified in RCW 35 .44 .090 and said hearing having been duly held as afore;:aid; and WH EREAC at the tiirc and place fixed and designated in said notice, said hearing on siaid asse:;ament roll resulted in the following; protests and/or ob,'octions, as received by the City Clerk _I_ Prior to, at and curing said public hearing, to-wit: NAME OF PROTES'rtNG PARTY ADDRESS LEGAL UESCR:IP'C.IOid carry D. Thompson 4612 NE 23rd Lot 3 Eastwood Park Addition I and the City Council having duly considered said assessment roll together with the written protests and objections filed in connection therewith, as aforestated, and having duly overruled said protests after due consideration, and the City Council sitting and acting as z. Board of Equalization for the purpose of considering the roll , benefits to be received by each lot, parcel and tract of land shown upon said roll, including the increase and anhdncement of t., fair market value of each such parcel of land by reason of said improvement; NOW THEREFOR :, THE CITY COUNCIL Of THE CITY Or RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I: That the assessments and assessment roll of Local Improvement District No. 292 which has been created and established for the purpose of paying the cost of constructing and installing certain sanitary sewers and trunk lines and appurtenances thereto, and all as more particularly described in Ordinance No. P905 , further reference hereby had thereto, and all in accordance witn said Ordinance , be and the same is hereby in all things approved and ronfirmed :;o that the total amount of the assessmenLs and assessment roll of said Local Improvement District is in Cie sum of 37, 795 . 53 -2- SFULIUN iC _ That each of the 10t;; Lrr,cts , prnrefs of land and other property shown upon :;.ii') n;,;<;;. •nt roll i :; hereby determined and declared to be ;:pcCially b0nefitnd by s..r ;f improvement in at least the amount charged against the name , and t:,e assessments apoe: ing against the same are in proportion to thc' several assessment: appearing upon said roll . There is hereby levied and assessed against each lot , tract or parcel of land , or other property appearing upon said roll , the amount finally charged against the same thereon . SECTION III : That the assessment roll as approved and confirmed shall be filed with the Director of Finance for collection and said Director of Finanr is hereby authorized and directed to publisl, notice as required by law, stating that said roll is in her hands for collection and that payment of •iny assessment thereon or any portion of said assessment can be made at any time within thirty days from date of first publication of said notice , without penalty, interest or cost , and that thereafter the sum remaining unpaid, may be paid in ten equal annual installments with interest thereon hereby fixed at the rate of 8 per cent per annum. The first installmen� of assessment on said assessment roll shall become clue and payable during the thirty day period succeeding the date one year after the date of first publication by the. Director of Finance• of notices that the assessment roll is in her hands for collection and annuaLly there:r -ter each succeeding installment shall. become due and p.iyable in like manner. If tho whole or any + nrtion of th- r ncrins ,inp,iid after the first 30 day period , interest upon the whole unpaid sum shall be charged at the rate of 8' per cent per annum a,ui each year thereafter one of said installments , together w.itir interest due on iho who.lc of the unpaid balance , shaIL be collected . Any inso itlment not paid prior to expiration of the said 30 slay period during; %ihirh -in:cta] lnxr .- is slue and payable shall thCreul-on LWCOrne dol i rolnent . Al. L d<!1 inqucnt -3 - v install.ment:r :;hall be suhjccT to a charge of irrr• re::t .rt 811 per cant per annum and for an additional charge Of 9 c.;• cent pen,il !y levied upon both principaL and interest due upon :uch in>tallrrient or instalLnents. The collection of such del -tit installments: shall be enforced in the manner provided by law. t SECTION IV : All of such assessments or installments thereof, and interest and penalty, if any thereon, when collected by the Director of Finance shall be paid into the Local Improvement Fund, District No. 292, of the City of Renton as created by said Ordinance No. 2905 , and shall be used solely for the purpose of paying the principal. and interest on the warrants and bonds drawn upon or issued against said Fund, or in case no bonds have been issued, then in payment of any installment note or notes ss providcl for in RCW 35 .45 . 150 , as may be determined by the City Council of the City of Renton. 1 s S!_CTTON V : this Ordinance shall be effective upon its passage, approval an.' fiv( ,lays titter iVs publication, unless otherwise -,ovided for hereinabove. PASSED BY THE CITY COUNCIL this 27tltlay of October , 1975. h Del ore: A. t9ead, Cit Clerk—�— APPROVED BY PILE h1P.Y0}t this 27thd,i) of October, 1975 46�(,Jr, , Na Y o _ l Ai)[ ed .as Gr= al d �finetiani; ity Attorney Dace of public,ftion : 10-31-75 M I DATF:i p —.1 V TO: V. Lee 'I. TeGantvoort J. Wil ,iams D. Hamlin R. ?nelson D. Houghton D Bennett T. Touma //>' Chervl FROM: Warren Go, on SUBJECT: JJJJJJ Review and report back. See me. Route and return. -lrepare response for my signature. ake appropriate action. Prepare special report. met up meeting. For your information. File REMARKS: — o R 4':�v J UW W& Z OFFICE. OF THE CITY ATTORNEY • RENTON,WASHINGTON n q MST O 'g X p]!. 00]wY wV 6N V[BUILDING h.:NTONr WA$NIN^.TON G90hG ]]G 8lle 90 0' OR 0,P GE--LARDhi SHEII.AN,cItr wrrowNty I.AWRENCE 7.�Vp RRE N, wss�srwnr cm wrrohN er QlFO SEPIto October 21, 1975 Mrs. Delores 2lead Renton City Clerk Cit- Hall Renton, Washington 98055 Re: LID 292 Dear Del: We are handing you herewith original and one copy of the proposed Ordinance approving the final assessment role in LID 292, Would you please fill in the information on top of page 2 regarding this one protest, which was overruled by the Council, as well as the blaris in Sections I and III •3 thereupon pass this Ordinance on to the Legislative c l,,rmittee for proper action next Monday. ii._, should also be checked over by Mr. Connason' s office. We remain Very truly yours, Gerard M. Shellan City Attorney GiiS:b,j m inc. (Ordinance) COPY CITY OF RENTON, WASHINGTON ORDINANCE NO. AN ORDINANCE OF THE CITY OF RENTON, WASHINGTOK, APPROVING AND CONFIRMING THE ASSESSMENTS AND ASSESSMENT ROLL OF LOCAL IMPROVEMENT DISTRICT NO. 292 FOR THE IMPROVEMF"T OF A CERTAIN AREA IN EASTWOOD PARK AREA, Rl TON, KING COUNTY, WASHINGTON, BY THE CONSTI CTION AND INSTALLATION OF SANITARY SEWERS AND TB. ,NK LINES AND APPURTENANCES THERETO, BY DOING ALL WORK NECESSARY IN CONNECTION 711ERREWITH, LEVYING AND ASSESSING THE AMOUNTS THEREFOR AGAINST THE SEVERAL LOTS, TRACTS, PARCELS OF LAND AND OTHER PROPERTY A: SHOWN ON SAID ASSESSMENT ROLL AS CONFIRMED BY THE CITY COUNCIL; AND PROVIDING FOR THE PAYMENT OF SUCH ASSESSMENTS INTO THE LOCAL IMPROVEMENT FUND, DISTRICT NO. 292 OF THE CITY OF RENTON, WASHIi.3TON, AS CREATED BY ORDINANCE NO. 2905. WHEREAS the assessment roll levying the special assessment against the property located in Local Improvement District No. 292 generally described as Eastwood Park Area created under Ordinance No. 2905, dated January 13, 1975, has been filed with the City Clerk of the City of Renton, Washington by the Director of Public Works, as provided by law; and WHEREAS due notice of the time and place of hearing thereon and making objections and protests to said roll was duly published at and for the time and in the manner provided by law, fixing the time and place of hearing thereon for October 20, 1975, at the hour of 800 P.M. in the City Council Chambers, City Hall, Renton, Washington, and due notice thereof was timely mailed by the City Clerk to each property owner shown on said rcll as provided by law and as further specified in RCW 35.44.090 and said hearing having been duly held as aforesaid; and WHEREAS at the time and Place 2ixed and designated in said notice, said hearing on said assessment roll resulted in th+ following protepts and/or objections, as reoeived by the City Clark -1- prior to, at and during said public hearin,;, to-wit : NAME OF PROTESTING PARTY ADDRESS -- — -- LEGAL UESCRiPTION and the City Council having duly considered said assessment roll together with the written protests and objections filed in connection therewith, as aforestated, and having duly overruled said protests after due consideration, and the City Council sitting and acting as a Board of Equalization for the purpose of considering the roll , benefits to be received by each lot , parcel and tract of land shown upon said roll, including the increase and enhancement of the fair market value of each such parcel of land by reason of said improvement ; NOW THEREFORE , THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I: That the assessments and assessment roll. of Local Improvement District No. 292 which has been created and established for the purpose of paying the cost of constructing and installing certain sanitary sewers and trunk lines and appurtenances thereto, and all as more particularly described in Ordinance No. 2905 , further reference hereby had thereto, and all in accordance with said Ordinance , be and the same is hereby :in all things approved cnct c •:�nfirmf-d .;c th i; the total amount of the 'Ssessments and assessment roll of said Local Improvement District is in the sum of $ -2- SECTION I1: That each of the lot,,; ? tracts , parcels of land and other Property shown upon maid assessment roll is hereby determined and declared to be: specially t nefited by said improvement 4 in at least the amount charged against the same , and the anressments appearing against the same are in proportion to the several assessments appearing upon said roll There is hereby levied and assessed against each lot , tract or parcel of land, or other property appearing upon said roll , the amount finally charged against the same thereon. SECTION III : That the assessment roll as approved and confirmed shall be filed with the Director of Finance for collection and said Director of Finance is hereby authorized and directed to publish notice as required by law, stating that said roll is in her hands for collection and that payment of any assessment thereon or any portion of ;aid assessment can be made at any time within thirty days from date of first publication of said notice, without penalty, interest or cost , and that thereafter the sum remaining unpaid , may be paid in ten equel annual installments with interest thereon hereby fixed at the rate -)f per cent Per annum. The fir::t installment of assessment on said assessment roll shall become due and payable during the thirty day period succeeding the date one `,,(r' after the date of first publication by the Director of Finance of notice that the assessment roll is in her hands for collection and annually thereafter each succeeding installment shall become due and payable in like manner. if the whole or ^LIIIl't U '!� tits ., PF,,1, th , five;t 30 day period, interest upon then W110le unpaid sum shrill be charged at the rate of per cent per annum and each year thereafter one of said installments, together with interest ducr on the whole• of tho unpaid baldncc , shall be callecied• Any installr.;,•ut not p,rid prior to erpirotion of file Sa !d 30 day p,r'iod during, which in::tallri•mt is clue and payabic' ;11a1.1 thr•rr upon be; arlr del in tu,•nt • AL1 d, t in,lu�•nt i installments shall be subject to a charge of inCere;;t at Per cent per annum and for an additional charge of Per• cant penalty levied upon both principal and interest due upon ;:uch installment or, installments. The collection of such delinquent installments :.hall be enforced in the manner provided by law. SECTION IV: All of such assessments or installments thereof, and interest and penalty, if any thereon, when collected by the Director of Finance shall be paid into the Local Improvement Fund, District No. 292, of the City of Renton as created by said Ordinance No. 2905 , and shall be used solely for the purpose of Paying the Principal and interest on the warrants and bonds drawn upon or issued against said Fund, or in case no bonds have been issued, then in payment of any installment note or notes as Provided .for in RCW 35 .45.150 , as uray be determined by the City Council of the City of Renton . SECTION V: This Ordinance shall be effective upon its Passage , approval and five days after its publication, unless otherwise provided for hereinabove. PASSED BY THE CITY COUNCIL this day of De l arc f . [lraci,—City Clerk _ APPROVED BY 1'HE MAYOR this day of -- Approved an to form : (lcr<nrc.l M. Shell.<i;r, City Arrcii,nry - T),rt c,f Pnh] ic:ati-on : _4- Tom Touma TO : Public Works Department FROM : City Clerk RE : L. I .D. N 292 Protest Letter rcei. 03 Drx:VX*.A tiDnx -------------------------------------------------------------- We forward herewith protests as above- referenced. Please tabulate percentages for report to Council at Public Nearing to be held on this matter on 10-20-75 r. i • r w .wvl VIK 4 n /1 t_ i_ • .S . rr w r OF RA t' U ! Q PUBLIC WORKS DEPARTMENT 7._ 8 \VARREN C GONNASON, P E • DIRECTOR MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 AQ �o' Oq 0�Q 206 235-2569 ArFD SE PIE AVERV GARRETT, MAYOR October 20, 1975 Honorable Avery Garrett, Mayor Members of the City Council Subject: Final Assessment Roll - L.Z.D. 292 Gentlemen: As of 5:00 p.m. , this date, we have received one protest on the above referenced final assessment roll which constitutes 5.91% of the total cost of the L.I.D. Very truly yours, Warren C. Gonnason, P.E. Public Works Director MT%pmp FL 325 Contract No. C.A.G. 009-75 Rev. 10/14/70 NOTICE OF COMPLETION OF PUBLIC WORKS CCNTRACT To: Excise Tax Division Date' Audit Section Tax Commission Olympia, Wash= ,toi Do Nct Use From: City of Ren*on Assigned to: 200 Mill Ave. S. Date Assigned: Renton, WA 98055 P.W.C. Number: Date: Gentlemen: Notice is hereby given relative to the completion of contract or project described below: Description of Contract L.I.D. 292 - Eastwood Park Sanitary Sewers Contractorts Name Renton Construction Co. , Inc. 0ontractor's Address 14829 - S.E. 128th St. , Renton, WA 98055 Date Work Commenced 2-21-75 Date Work Completed 7-15-75 Date Work Accepted: 7-31-75 Surety or Bonding Company Balboa Insurance Co. Agent's Address Richard H. James, Bellevue, WA Contract Amount 528,383.60 Amount Disbursed $ 27,045.23 Additions 4.55 Amount Retained 2,837.91 Sales Tax 1,504.09 Total 29,883.14 Total 29,883.14 By Disbursing Officer - finance Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE ➢IS13URSIM OFFICER AND MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIAq WASHINGTON IMMEDIATELY AFTER ACCEPTAACE OF THE WORK DONE UNDER THIS CONTRACT. NO FAYMENTS SHALL BE MADE FROM RETAINED FUND UNTIL RECEIPT OF DEPARTMENT'S CUTIFICATE) AND T ONLY IN ACCORDANCE WITH SAID CERTIFICATE. C 01. PUBLIC WORKS DEPARTMENT DESIGN ENGINEERING 235 -2631 �5 I MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98065 O �e 94rfO SEPZtt� AVERY GARRETT. MAYOR September 16, 1975 Honorable Avery Garrett, Mayor Members of the City Council Subject: Final Costs for Eastwood Park Sanitary Sewer - L.I.D. 292 Gentlemen: w Submitted herewith and recommended for approval are the final costs to be charged :against subject L.I.D. 292: Contract $29,883.14 City Attorney 215:00 Engineering Services - Regular 9,094.46 Engineering Services - FT Employee 623.57 Street Division -9- Finance Department 1,600.00 Utilities 157.95 City Clerk 831.40 Subtotdl $42,407.52 City's Participation 4,611.99 TOTAL $37,795.53 The Public Works Depa2 ment recommends the City to participate in the amount of $4,611.99 which represented preliminary survey study con- ducted in 1974 to determine the feasibility of servicing the area east of Eastwood Park. The final assessment roll is submitted at this time and the date of October 20, 1975 is recommended for public hearing on said roll. Very truly yo s, Warren C. Gonnason, P.E. Public Works Director MHT:sn Attach. t t JV / I -sly 11. 197S Banton 0onstruation M Inc. 14829 5.4. 126th BLttet Renton, Vauhingdon 9805S 4eferanose L.S.D. 292 - wautrnod Park Sanitary 8svmr amtlenen w This latter is to inform you that inspection for final acceptance was Performed on the abV" rsferemoad 1AWWwtleemt Thursday, July 31, 1175 and was accepted with the follovi" emaaptiems. 7 I 1. Check valves in lift etatioe are banging up from cime to tine. Pleas have these ohssOsd out by the mmanfmatarsr. 2. 'rho drop chute in the outfall manhole shculd he ex'anded to the manhole ba.;:. and directed into the existing ohannel. I. P)A'WM info,.: as when the additional electrical item* are 1 ready for installatiun in the contao. panel. J •. Please inform re whom lawn wading has been completed on the VW Is of boom" which are presently vacant. It has been a pleasure to work with You on this Project and we wish to inform you of oar appreslation for the ehnality of workmanship and **opera_ tive attitude you displays.; dmring the oouree of the cemtravt, Very ts-_:S.Y Yours, warren C. Gonnaavn, P.E. Public Works Direator MWaen t July 31, 1975 Honorable Awry Garrett, Mayar Members of the City Council Subject: L.I.D. 292, Eas*.wood Park Sanitary Sewera C.A.G. 009-75, Final Payment of $5,755.90 Gentleman; The .bove referenced contract was oampleted by Renton Construction Company, bx on July 15, 197S, and accepted by the Department c: Public darks on Jrly 31, 1975. It is recommended that the City Council accept completion of the project as Of August Q, 1975. If, after thirty days no liens or claims are filed against this project, and prc f of payment of tax liabilities is received, it Is recommended that the retained amount of $2,837.91 be paid to the Contractor. Very truly yours, warren C. Gonnaac:., P.E. Public works Director EES:sn 'RENTON CONSTRUCTION COMPANY, INC , 14829 S.E. 128th St. ' Renton,Washington 9;055 772.2085 or 255.V)S July 23, 1975 Cit•• of Renton Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attentions Mr. Elmer Shaver References LID 292 Eastwuod Park Sanitary Sew(-- Dear Elmert The following is our proposal for the installation of the additional electrical equipment at the Eastwood Park San- itary Sewer Projects material elready installed by request of the City of Renton's Electrical Inspector. . . . . . . . . . . . . . . .$133.27 additional equipment requested by the Maintenance Department 3 way disconnect with provision for connection of a por':abI.e generator transformer to cut 220 to 110 110 volt receptacle $738.00 repavement of electrical crossing on 138th Street $100.00 $971.27 5.3% 51.4Z TOTAL $1,022.74 Sincerely, Bruce L. Gould President BLGtdg .'uly 10, 197S Mr. Richard Nelson 6515 N.E. 21rd Street Renton, Washington 98055 Refosencec L.I,L- 292 - Eastwood Park Sanitary Reeser Lot 12 Dear Mr. Nelson: You have authorised Renton Construction Company to connect your residence to the P'++t.o sewer in accordance with provisions of the contract for L 292. Renton Construction Company is currently installing side sewers AM the pmaiect is nearing completion. You are hereby requested to procure tv.d aide sewer connection permit at this time. Application for permit can be obtained by PCG"ntinq Your legal description to the Building Division, Department o1 Public storks, C%ty of Renton, 200 Kill Ave. S. The fee for sewer connection psrait is 87s).00. If you have any questions, please feel free to call this office. Very truly Yours, Mounlr N. Tommi, P.L. Design anginesr EES,an i C 13 Y OF RENTON '! public Works Department. .. 200 Mill Avenue South rt,R Renton, Washington 98055 to e wn(TEP t/•naerrrtb SpH CHECK.'D - ba.4� Reto �niul6 Yn#rtowrt —. ..., Mr. llmer Y 450 23rd Street Ren 9JA 98055 14 July 10, 1975 Kr. John B. Jones 4703 N.E. 23rd Street Fenton, Washington 98055 References L.I.D. 292 - restwood Park Sanitary Sever - Lot 18 Dear Mr. Joneax You have authorised Rentor Construction Conoauy to connect your residence to the public sever in accordance with provisions of the contract for L.I.D. 292. Renton Construction Company is currently installing side sewers -Ad the project is nearinq coo etion. You are hereb•, requested to pr.,.,ura the sip sewer acmnection Permit at this timo. Application for permit nap be obtained by presenting your lagal description to the Building Division, P`epartsmnt of Public Works, City of Renton, 200 Kill Ave. S. 94is fee for mover connection permit is $20.00. If you have any questions, please feel free to call this office. Very truly yours, Wounir R. Tome, P.B. Design Enginuer BBS,en July 10, 1975 Mr. Ray P't'.lsnr 450E N.E. 23rd Street Penton, Washington 98055 Refarenca: L.I.D. 292 - Eastwood Park Sanitary Sewer - Lot 11 Dear Mr. lullsaro You haw authorised Renton Construction Company to connect your residence to the public sewer in accordance with provisions of the contract fo- L.I.D. 292. Renton construction Company is currently installing side newer* and the project is nearing completion. You are hereby requested to proL-me the side sewer connection permit at this time. Application for Gerrit can he obtained by preventing your Segal description to the [Wilding Division, Department of Public Works, City of Renton, 200 Mill Ave. S. The fee for sewer connection permit is $2Q.00. If you have any questions, please feel free to contact this office. Very truly yours, Mounir U. Toms, P.E. .W oign Engineer EM en OF kfj � PUBLIC WORKS DEPARTMENT '1. DESIGN ENGINEERING 235 -2631 Op MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 'o �e �4TfD SEP-0L July 10, 1975 AVERY GARRETT. MA-IOR Mr. Ray Fullmer 4509 N.E. 23rd Street Renton, Washington 98055 Reference: L.I.D. 292 - Eastwood Park Sanitary Sewer - Lot 11 Dear Mr. Fullmer: You have authorized Renton. Construction Company to connect your residence to the public sewer in accordance with rrovisions of the contract for L.I.D. 292. Renton Construction Company is currentiv installing side sewers and the project is nearing completion. You are hereby requested to procure the side sewer connection i permit at this time. Application for permit can be obtained by presenting your legal description to the Building Division, Department of Public Works, City of Renton, 200 Mill Ave. S. The fee for sewer connection permit is $20.00. If you have any questions, please feel free to contact this office. Very truly yours. Mourir H. Touma, P.E. 7esign Engineer EES:sn , i i Renton Construction Company 14829 S.E. 128th Street Renton, Washinaton 98055 Reference. Eastwood Park Sanitary Fewer Project - L.I.G. 292 "Atlemanc In reference to your letter of June 29, 1975 requesting time extension for the above referenced project, we feel that the delay for late de- livery of electrical controls and modification work to the mounting Plato is sufficient justification for time extension until July IS, 1975. Please provide Landing and insurance to cover the extended period mention" above. If you have any gueationu regarding this matter, please feel free to call this office. Very truly yours, warren, C. Gonnason, P.E. Public Works Director M#sa OCR W. Tema ✓'S. Shaver July 1. 197S Renton Construction faspany 14829 S.E. L28th street Renton, Washington 98055 Reference; Eastwood Park Sanitary Sever Project - L.I.U. "2 Gentlemer.o In reference to your letter of June 29, 1975 requesting time extension for the above referaneed project, we feel that the delay for late de- Mwery of electrical controls and modification work to the mounting Plate is sufficient justi:ioation for time extension until July 15, 1975. PJease provide bonding and insurance to cover the extended period mentioned above. If you have any questions regarding this matter, pleas feel free to call this office. Very trulv yours. Marren C. Gonnssm, P.S. Public Works air*ctor SSB:an cc i N. Tama S, shaver RENTON CONSTRUCTION COMPANY, INC , 14829 S.6. 128th St. Renton.Washington 98055 772-2085 or 255-7098 June 29, 1975 City of Renton Renton Municipal Building 200 Mill Avenue South Renton, Waahir.gton 98055 Attertit ..s Mr. Elmer Shaver rceferences LID 292 Eastwood Park Sanitarr Sewer Dear Mr. Shavers Our original request for a time extension on March 10, 19?5, of 25 working days was based on a delivery of all materials by June 1, 1975- The pumps were delivered on May 28, 1975, but the electrical controls were not delivered until June 9, 1975- When we started to assemble the pumps on June 13, we found that the mounting plate had been manufactured Incorrectly and required modification. Renton Boiler Works, Inc. , completed the work on June 23, 1975• Therefor, due to circumstances beyond our control, we are requesting an additional extension of 7 working days, till July 15, 1975• Sincerely, Bruce L. Goulrs President BLGidg City at 6,.ntun oepartm,.nt of public Wurks 200 Mill Avenue South Menton, Wasnington 980SS Attention: Elmer Shave, Constra::tion Lngincer Gentlun._n: '1'ne Lepartmunt of Public: Wuik:,, k. .lton, dashinytol; is heruLy adtnor.i"d tt, cause tat, structurt: un t,lt ful iowiny du:.criLed propci ty to u.: con- 1„ ,'t t d ta, t 1w pub] 1, ..rw, l I.•� P, n t-,, t uu:.t t w ( 1,a, , n , let'. , i„•n tuu, K u'llin,lluu Ilkcue lout l lul. with nt,A l-m 01 1.. 1 .'). vark :.anitary ..ewer Prolcct, at 1.1,, _us= ut $u.J', per iu.udl 1t,6t. I.ot L�_ Ia"twouJ Park Addition p IJ.L'. 2Jrd Street, kvittun, WA 98055 I understand that thu uu.,t ui th, srdu sewer will Le added to my assess- ment. I further understand that I must obtain a side .;ewur connection permit prior to commencement of any work on my property. &iyudturu r pia/ e'7—'_A� :0-+•-.--- Date r /15, /r March 14, 1975 Renton Construction Ceepany 14929 S.E. 129th street Denton, 'tashington 98055 Rsfarenoss Eastwood Parr. Sanitary Sewer Project - L.l.-. 2, �) Gc rtlemen: In reference to your letter of Marcn 10, 1975 requesting time extension for the above referenced project, ve feel that the delay for late delivery on the pumps is sufficiently justifiable for ties extension until July 3, 1975. ;lease provide bonding and insurance to cover the extended period mentioned above. Should you desire additional informatipn, please contact thin office. Very truly yours, Marren C. Gonnasm., i-.E. Public Mors Director ►Ui'i,sn Date: :jA._.La-. /C' TO: R. �Annason G. (:ase V. Grntvoort _ A. Haight D. Hamlin _ L. Philips _ _ - 0. Houghton E. Shaver Shari R. Carter B. Bray Other FROM: TOM TOOMA SUBJECT: _ Review and report back. See me. Route and return. Prepare response for my signature. Take appropriate action. _ Prepare special report. Set up meeting. For your information. b� File REKAXK5: a "ING COUNTY PROPERTY DEPARTME' ROOM E531,KING COUNTY COURTHOUSE SEATTLE.WASHINGTON • PHONE 344-3M RIGHTOF-V,AY DIV. Permit No. C-1 —75 THIS PERMIT TO BE DISPLAYED ON WORK Datel/l3/75 To City Of RentQn_ Address City Hal I a Rantnn __ Phone __` As Authorftytc Place electrical. candnit z -.ross 13Rth SE South and Sr: 101st PL. All restoration to lie done to King County standards. Work done prior to permit issuance. _ ALL WORK TO BE DONE SUBJECT TO THE APPROVAL CHRIS I.LOUTSIS,Property Manage, OF THE COUNTY ROAD ENGINEER. By )h Permit Clerk The parities agrees to pros.ute the Work with all diligence and speed and complete same within 30 days, Where it is necessary to close road the permit, a shall notify Local Pue Dept. In accepting this permit the pecmrttee,his successors,heu..and assigns agree to protect and gam harmless the County of king from all dam,act­ it or it maps of every kind and description which may accrue to or be suffered by any person,or persona,corporation or nruperty by reason of me per formance of the above described work,cost of materials and labo.,character of materials used or manner of instatti maintenance and operation or by the improper occupancy of right of way or public structures,and in use any such suit or action is brought again , -ad County of King or damage wiling out of or by reason of any of above causes, the granlce,his successors,heirs or stains will upon notice to him .n them of commencement of such action,defend the same at his or their own stile cost and expense and will fully satisfy any judgment after the to wit or as lion shall have finally been determined if adversely to King County. Krug County may revoke,annul or termmate this permit if granule fails to comply with any or all of its provisions,requuem,: its or regulation.as herein act r ,th or through willful or unreasonable neglect.fall tc heed or comply with notices given him or d the utility herein granted is not installed or operaxi •rid marntai-ted in conformity herewith or at all. T-x applaanl when commencing any work n the above project hereby accepts this Permit subject to the terms am:conditions as herein aI olh, �r Date City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 A'tention: Elmer Shaver, Construction Engineer Gentlemen: e The Department of Public Works, Renton, Washington is hereby authorized to cause :.!.;e structure on the following described property to be con- nected to the public newer by Renton Construction Co. , Inc. , Renton, . Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Projec ctt, at the cost of $6.85 per lineal foot. Lot _7 Eastwood Park Addition 8 ilOO N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signature �GL2-s ✓'' ��"`""� Date - �'- 7 Pv i y Date E• 7 9 City of Renton ' Department of Public Works 200 Mill Avenue South Renton, Washington 98055 A`.tention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the :,::lowing described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Penton, Washington in conjunction with construction of L.I.D. 292, Ea5twood Park Sanitary Sewer Project, at the cost of $6.b5 per lineal foot.. Lot _�_ Eastwood Park Addition N 7o8 N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I mast obtain a side sewer connection permit prior to commencement of any work on my property. Signature Date 7 r; Date City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , lnc. , Renton, Washington in conjunction with constructic-n of L. I .D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot _ Eastwood Park Addition #� G N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the s:de sewer will be added to my assess- ment. I further understand that I must obtain t side sewer connection permit prior to commencement of any work on my property. Signature Date r March 4, 1,05 ;wen 'Uwshall, Finance Director Ton Toutu, Deli i Engineer Interim Pinrncing - L.I.D. 286 and L.Z.D. 292 Please arrange interim financing for the following L.I.D. 's in the amount Shown. We are submitting Estimate No. 1 for L.I.D. 292 and anticipate releasing EatimAte No. 1 for L.I.D. 286 sometime next .reek. L.Z.D. 286 - Meadow Street Sanitary Sewer Project - $245,000.00 L.I.D. 192 - Eastwood Park Sanitary Saw3r Project - d 304000.00 S2�c,,000.00 =roan C.O. k CITY OF RENTON PUBLIC WORKS DEPARTMENT .ONTRACT CHANGE. ORDER AGREEMENT CONTRACT LID 292 Eastwood Park Sanitary Sewers CAG 009-75 CONIE.` TOR Renton Construction Co. Inc. SUMMARY OF PROPOSED CHANGE The contractor has agreed to perform the electrical services for the ;.aetwood Park lift station from Puget Power pole which is located 185 feet southeasterly of the lift station to the metering box. The conduit place- ment shall include 10 feet of steel conduit and 20 feet of PVC conduit to be installed on Puget Power pole, and the rigid conduit under the roadway section. the conduit and wiring sizes should be determined to accommodate 100-Amp system and in accordance with the National -lectric Code, 1975 Edition. The ]am, swn payment of $1,094.86 shall be full compensation for providing labor, tools, equipment and incidentals required ,o complete the work. It is the contractor's responsibility to obtain the necessary permits to perform the work and coordinate placement of the conduits with Puget Power. All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. �ORIGINAL CONTRACT' CURRENT CON CC - ESTIMATED NGE-�FDI EDi�IONTk1C AMOUNT I AMOUNT I THIS ORDER I TOTAL AFTER CHANGE $29,887.92 $29,887.92 $1,094.86 $30,982.78 SIGNATURES: CONTRA R _ . r DATE 2i28-75 PROJECT ENGINEE DATE 2-28-75 x! J E APPROVED BY 'E.�t,- ",i ��h DATE (Plublic Works Director Gate � City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park ,Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot 11 Eastwood Park Addition M N.E. 23rd street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commtncem, t of any work on my property. 4i� f Signature a , THE CITY OF HENTON n MUNICIPAL BUILDING 200 MILL AVE SO. RENTON. WASH.98055 9q �. AVERY GARRETT, MAYOR 0 PUBLIC WORKS DEPARTMENT 0 Warren C. Gonnason. Director �9TE0 SEPIF-o0 February 26, 1975 Pacific Pump Company 300 - 120th Avenue N. Building #7, Suite ##114 Bellevue, Washington 98009 Attention: Mr. Jim McBeth Reference: Eastwood Park Lift station - L.I.D. 292 Gentlemen: We have reviewed your submittal for supplying sewage pumps to Renton Construction Co. , Inc. in conjunction with the construction of East- wood Park Lift Station. We find the proposed equipment is acceptable and complies with the contract's standard specification. in reference Lo the electrical services required for the above system, we have received a confirmation from Puget Power to supply 120/208 volt, 3-phase electrical service. The City's contractor will provide the necessary rigid conduit and wiring from Puget Power pole lo::ated south- easterly of the lift station to the metering box as indicated on the plans. Please furnish this office your delivery Schedule for the pump ' equipment so that a tare �t date can be determined for complet _ project. Should you desire additi.;rial information regarding this matter, please contact this office. Very truly yours, M<mni.x u. Touma, P.E. Design Engineer MHT:sn cc: Renton Construction Co. , Inc. i FGLruary 21, 1975 Stang Rydronics Inc. 2339 Lincoln Avenue Teaam&, Washington 48421 Attention, Mr. Timothy J. Wahlquist Referent Eastwood Park Sanitary Sever Lift Station - L.I.D. 292 Gentleman; In reviewing your submittal dated February 14, 1975 for supplying the sewage pumps to Renton Co,istrnr_tion Company in conjunction with the above referenced lilt-station, we find that the proposed V-belt drive pump arrangeme•.it is not acceptable. This does not comply with the specifications or our previous discussion re- garding this matter. It is prudent to review your proposal with the contractor, Renton Construction Company, to determine apps%wiata action so that a now proposal for equivalent wquipment can be submitted to the City for approval. Very truly your•, Wounir K. Touma, P.E. Dasiga Engineer M -Sen .c= Renton Const.rucci*n Co. , Inc. Planholders - Kennydale Sanitary Sewers s Lift Station :,.D.L. Land Development 1529 W. Valley F:iway N. Auburn, WA Hen Kalynn Co. Y.O. Box 66492 Burien, WA Renton Construction Co. , Inc. 14829 SE 128th St. Penton, WR 98055 Ryker Construction 29801 - 6th Ave. S. Federal Way, WA H. D. Fowler Co. , Inc. 13440 SE 30th St. P.O. Box 160 Bellevue, WA February 19, 197S Gwen Marshall, Finance Director warren Gonnason, Public Works Director Interim Financing - i.I.D. 286 and L.I.D. 292 i This is to inform you that the follvoing sanitary swat projects are scheduled for eonstxuLtion within the next 10 day► The two contracts have been reviewed by the City Attorney as to legs_ form and we antici- nets signing of the contracts by City Officials sometime this week. L I.F. 285 - Meadow street Sanitary Sewer Project - ;245p000.00 i L.::.D. 292 - F.nstw..iod Park Sanitary Sever Project - $ 30,000.00 $275,'>00.00 Please arrange interim financ+.% for the above two ;..I.D. 'a in the amount shown. Please advise us of yrir arrangement.. I NFIS t an !ab*uary 14, 1975 v3. 16a C.ty Clark Tam Touma, Design Engineer Utility Rasawnt, I.D. No. 292 Pleaea record the attached *ttility easement and charge the recording tee to L.I.D. No. 242. tut:sn ' I i I. D. NO. 292 I 2 f I I I I --- I ' ISTING LATERAL j THRUST BLOCK 500 LBS MIN. 1 I y� CL 50-1/2) CCNCJ l TYPICAL) i � I � � SCALE i°= 40' N. E. 23 RD. ST. 0 " zv ._.—.. -..IE� iEL- a�L 0+78 --J I i 700 BEND W �.' tLi I E4SEMENT INSTALL LIFT STATION= "ER DETAIL SHEET 2 I 1 J SUPPORT POLE CONTROL PANEL r (o INSTAL- 70 L.F.- 8° J Q CONC PIPE I I �- ;8 )9 i --_41-opP ELECTRICAL CONOUI7 dY OTHERS I (TRENCH BY CONTRACTOR) � = EASEMENT AREA L I 0 _ wGF E A S E M E N T THIS INSTRUMENT, made this 13trday of February —1975 Lincoln 1st Federal Savings and Loan by and between and —and and ---- `� and j hereinafter ca; 'e,i "Grantor(s, and The CITY IF RENTON, a Municipal Corporation of King County. Wash:r.c;t,)n, 'r,erair,.a° c, iied "Grantee.*' That said Granter(&) , for and i.) considerai ion of tire sum of $ l.00 _paid by Grantee, and other valuable consid::ration, do by theses presents, grant, bargain, sell , convey, and warrant unto the said Grantee, its suc ssors and assigns, an easement for public utilities (including water and sewer) ,n ;. necessary appurtenancts o,er, through, i -ross and upon tue `allowing described pr, ,arty in King County, Washington, more particularly aescribed as follows: Al' :hat portion of Lot 19 in the plat of Eastwood Park as -ecordp. in Vol. 86 of Plats, Page 40, Records of King County, Washington described as follows: The Northerly 20 feet of said Lot 19, as measured perpendicularly to the North Line, lying Easterly of a line being 20 feet Westerly of, as measured at right angles to the Easter; line of said Lot 19 . As situated within the NW 1/4 of sec. 3, Tapp. 23 N. , Rng. `_ W.M. , Togather with a temporary censtrw-tion easemp�A descri`v?d as: Said temporary construction easement shale remain it; e during construc- tion and until such time as the utilities an ' appurten,,ce ve been accepted for the operatioi and maintenance by the Grantee but noL later than I r Said heretofore mentioned grantee, its successors or assigrs, shall have the right, without prior notice or prose°ding at law, at such times as may be necessary to enter upon said above described property for the purpose of constru L- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such :•instruction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private impro-ements existing in the riyiitts)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fuliy use and enjoy the aforeJescribed prrmises, including the right to retain the ri,lht to use the surface Gf said right-of-way if such use CV does not interfere with instaiidtion and maintenance of the ntilit es. However, the grantor shall not erect. buildings or str-ctu^es over, under or across e nright-of-way during the existence of such utilities. 1�- -his easement, shall be a covenant running with the land and shall be binding on the Srantcr, his successors, heirs and assigns. Granters covenant that they are the lawtul owner.: of thu above properties and that they have a goc:i and lawful right to execute this agreement. and - -- c'r:�� - I�, ll. sL• --and — -- ---- and STATE OF W.ASH;NGTOU Cr COUNTY OF YING 1, the urdc.-sigred, notary public !n cGd for the Mate of Washington, hereby certify that on this 3 day of Z4!e_,t& q e- j —�197? p, illy appeared before me Ry n and --- . ---- - - --------- --- and --_�—.— -- -- ------- - �- . and _— ----- — --- - -- ---------- — r;nd to re known to be individual (s) described in and who executed ire foregoinjirstrument, and acknowiedpL7 t� .t___& - _ sinned and sea' A the same as - 1//; free and voluntary act and deed icr tFie usc , and purF"ose- ', erein mentioned. �' 14 `' Notary Public in and f r ine 52 .P�0 Washington, resiMnq I .+!. -�— I i , r - N l\t t; FA1 ? 32 w UA g S EU:3T1D':S WING WASH' G'J i I I N T E R O F F I C E C 0 R R E S P 0 N D F N C E Date February 14, 1975 R _ `'EIVE TO: Gerard Shellan, City Attorney ,a 1O0 FROM: Warren Gonnason, Public Works Director Fr 1 -i IM SUBJECT: L.I.D. 292, Sanitary Sewer ead Lift Station .......... Enclosed for your review and commenter is the original copy of the contract for the above referenced project. Upon acceptance of the enclosed documents, please return same to this office for contract execution. RB•sn Encl. — -T 77 L �'k-C �- ' J" i L L7 Z FEB 1 ;! 1971 �91 ,1 --7 "'N �I 4 L.I.r.-. 292 - SA`IITLRY SEWER 114D LIFT STATIOLI CONTRACTOT.: Renton Constrcet.i�a Company 14879 S.F.4128th St. i Renton, Was'v.iigton 98055 CONSTRUCTION ENG14cER: Elmer Shaver Engineering Department City of Renton 230 Mill Ave. S. Renton, WA 98055 Telephone: 235-2631 FIELD ENGINEEF. Martin Lundy City of Renton Telephone: 235-2631 PROJECT ENGINEER: Bob Bray Engineering Department City of Renton Telephone: 235-2631 PROJECT DESCRIPTION: Installation of 8" gravity sewer line, 4" force main, sewage lift station and appurtenances. TIMETABLE: Constructic-. is expected to begin around Feb. 24zh, 1975. Completion is expected in approximately 30 days from start of construction. IN CASE OF Er-__ . _,,CY NOTIFY: Renton Construction Co. Bruce Gould - 772-2085 or Gerry Britt - 255-7098 City of Renton Elmer Shaver - 235-2631 i A" 14, 1975 Gerard Shellan, City Attorney Warren Gonnason, '>ublic w=hs Director L.I.J. 291, Sanitary Sewer and Lift Station Enclosed for yo+ r review and comments is ttw original copy of the contract for the above referenced project. :pon acceptance of the enclosed documents, please return same to this office for contract execution. RbTsn 6nc, . STANG NYDRONICS INC. ' 2339 Lincoln Avenue, • Tacoma, 0 ashington 98421 • (206) 383 3438 f &STANG February 14, 1975 City of Renton City Hall Renton, Washington Attention : Mr. Tom TOUMa Subject: Duplex Pumps for Eastwood Park Dist. #292 Sewage Pump Station Dear Mr. Touma: A description of the sewage pumps, capable of handling 200 GPM a: 40 ft TDH, the control panel and the controls for this pro- ject is as follows: The pump, of which there are two for the 7omplete system, is a self-priming, non-clog Hydr-O-Matic 4" " sewage Pump, Model 40MMP. This pump is capanle of handling 3" solids and has a 4" suction and A" discharge. Complete detailed description is en- closed along with dimensions of the 40MMP to be installed. S � The pumps will each be driven by its own 7v H.P. , 3 phase, Za.3A*6.0 12or2ob volt, Open-drip-proof U.S. motor. Each motor will contain Epoxy coated windings to protect against moisture. I do not have any submittal 4ata on the motor at this time, however, it is a stan- dard horizontal U.S. .actor with the Epoxy coated windings as an adder. The High Level Alarm is mounted in a separate NEMA III enclosure and includes a bell , warning light and auto-reset silencing switch, along with one Hydr-O-Matic No. 3900 level control ball and 15 feet of cable. The alarm is 73A volt. Izo The control circuitry shall be mounted in a NEMA III weather-proof enclosure and shall include a disconnect switch for each pumping unit, a disconnect for the control circuit, a control circuit trans- °ormer to provide 24 volt control voltage for the level control unit, magnetic starters having overload protection for all three phases, automatic alternator-, purap running lights, HOA switch for each pump and a running time meter for each motor. A schematic for this duplex alternating panel is enclosed. We are also providing a 77" diameter cover plate, 3/8" thick with three 3" steel channel stiffeners. This cover plate will include an inspection cover, along with a level control cover. I have en- closed a sketch of approximately what we have in m4n,1 as far as the cover plate goes. I 4 I City of Renton -Page Two- rev,. 14 , 1975 I hope this will be satisfactory as far as submittal data goes for you, Tom. If there are any questions please give me a call. Thank you very much. Very truly yours, STANG HYDRONICS INC. TIMOTHY J. WAHLQUIST Industrial Pump Sales TJW:rr ercls t Seft Priming SEWAGE & TRASH 4 rr X 4 PUMPS HYDR-o-MRTIC 141 HANDLES 3" SOLIDS FOR PUMPING: F ♦ RAW SEWAGE • SLUDGE ♦ INDUSTRIAL WASTE ♦ TRASH FEATURING: ♦ Lower Installation Cost ♦ Loy Maintenance Cost t • Fit :. Serviceability \ ♦ Lower Motor Cost ♦ Complete Accessabifity 1 3 W,SARING PARTS REPLACEABLE ��•�'� f Ductile ours, impeller, wear plate and volute lip plate �-- r can he d without disturbingPump caae P.- D:p_ ! i Re purplacmg tnese three pansitsv�after wtar c. urs gives new w pumr efG^,rncy at low coat. Available In ♦ Direct Connected ll,i To 15 H.P. Motors ♦ V-Belt Drive 3 To 20 H.P. Motors �i I L A SEWAGE „YDRw"s.�„;.rD FEATURES: NE,a ' p•i •fl m. awn IiAL nand[ MODEL 43MPO 40MPC •°L•n.n - DIRECT MOTOR DRIVE - - -' MAX SOLIDS s-DIA. PUMP CASE — Heavy Cast Iron casting of the self. to aaw`,��p��'•'•"a[ priming ripe.supports suction and discharge piping and _ - - ', - _. .- _. __, bearing bracket. Case is filled with clean out openings. w no - It BEARING BRACKET — Cast iron casting bolts directly 10 onto seal housing and is supportea at outboard end Mc with a self-aligning foot. Self-aligni,v foot eliminates w bolting stresses that can occur due to misalignment. Bracket supports pump shaft and bearings. so a a To. BEARING$—Two single row bearings of the same size support shaft. These bearings are sized to give 20,000 to ' lla to hours normal operation ui n Tne outboard hearing is locked into a m able end cap that allows impeller clearance to be adjusted from Oo the outside without dismantling pump or Using shims.too e0o MN) •Oc coo coo too ao O U.S. GALLONS PER "NUT Bearings are grease lubricated. -- - SHAFT — High carbon heat treated stress proof steel CURVE NO. 2204 gives maximum strength. Shaft is designed for a max. imum deflection at impeller of 003 tinder highest a�••i 11P.naL ua.•da NYMLO-MATT. PUMP CO, radial load, •O Or a so Li•IL.fa HAYEaVILLE.OHIO MODEL MOTOR-MOMPC 4� __ SHAFT SEAL — .4 stainless steel shaft sleeve pro.O DIRECT LIDS: DRIVE MAX, SOLIDS' 3' CIA leas shaft and supports inboard seal. as � o A11 _ b a .d.u[�a°.� Ma'µ" SEAL MOUSING AND SEALS — Cast iron seal house - 1: - - �� - bolts direc•tic to pump case and provides oil reservoir aO '•I, "� nso for seals. Two mechanical seals mounted In tandem °t seal the shaft. Seal faces operate m clean oil and sin ` p- -- - - -- - -- require no regular maintenance. PUMP IMPELLER — Ductile iron impeller is of the '+ - - - - +-- two Lane Non-clog sewage type. Impe'ler is screwed a �0 '• ap _ _ < .h onto pump shalt and locked with washer and scree - - n wj 4 x 4 pump will pass 3" solids. els / . _ aM4 w met IMPELLER WEAR empeller wear pi:le is of _ 'ba is, a, hard(ntil ductile I•oc held to suction e'.mw io - vrU>�• arid_ —$•'�- a o 3 with 2 screws. o ADloss too zoo eso Soo aa° Moo REPLACEABLE VOI 'E — Ductile iron US GALLONS PER MINUTE-- -- Allow tint ch bat.. :.g and a with able only Allows cut diumeie be used with only slight loss o, nmin, CURVE NO. 220S LEMOVABLE IMPELLER CLEAN OUT ELBOW — Cast T NYDR-O-ATIC PUMP CO iron elbow casting seals to case aid su..ioo inlet and XaY.'VILLE•asoo jlaK can be removed by unscrewing 4 hand knobs for m- w1.4. s1 ou. .o ur rL.Ta YOOEI MOMPV MO MPVD specling impeller and cheek valve. I10 - V GEIT DRIVE MAa SOLOS. S' DIA SUCTION AND DISCHARGE FLANGES — 125 Lb. Std. Cast Iron flanged suctioi and discharge castings can f0' be supplied Pumps suaplad with standard tapped ARP openings o - rt ReN �$ PUMP BASE - /'s welded steel base made of 3"channel ao +. In1 3" - support pump and motor Base to, V-belt : r - t or:ce ha 'ding motor base to adjust bell tension. Mo 7�' tttL - Mo rAr . Hu E is COUPLING — A special rubber flexible coupl- 1 'I i is u.:ui to connect pump and motor shafts Tiiis wit TiiiV­ °�19f ampling ill lake angular and parallel misalignment to Io 1`-w without rl oration or noise. os . , - ro e V-BELT DRIVE — New type smal section V-belts are o wo coo boo Moo •ato "a Too used These belts permit using fewer belts and smaller U S. GALLONS PER MINUTE sheaves and give longer life than old type V-belts. CURVE NO. 2206 Specializing in Sewage Handling Pumps for Pollution Control Systems $WHYDRIBQ tMRTIC �iii BVdr-O Mane F,Imp Division • Clartmant and Baney,P.0.doe 327,IA.hlaud,Ohio 14805 Bulletin 165-4 5-1-73 Pruated in V S.A. I I SAN-1 L I D 292 S-161 5X SECTIONAL DRAWING P[M1[LIWf vgutL LVMi(itgN n V40 Y10v[ OF Asia fu[lC4[YY.YLIWe1f _ V tl«A « M,L ly.h11MAN M[Y h.l ississ N NIM i0 y!.[[1 sssse"l ea . ,w xr S WEARING PARTS REPL .CEABLE Ductile Iron, impei:er, wear Plate and volute lip plate can be replaced without distort pump case or piping. Replacing these three Darts after wear oeeun gives new pump efficiency at low cost. — �r REMOVABLE ROTATING OMIT Complete rotab inn unit including. shall, hearings. seals and im peller can be removed an a unit without disturbing pump case or piping 1 iI r wqr� QUICK CLEAN OUT Unscrewing 4 quick twist DOUBLE SEAL OIL LUBRICATED TWc -mechanical seals hand knobs allows suction elbow and plate to be mounted in tandem wdL an oh chamber between the sa•.als removed for checking impeller, volute ca.,v and provides mainlen nee 'rce, leak prop: operation. Inboard `•ck valve without disturbing 1`ump case it pip seal faces are hardened tout steel to stand abrasives. Oule, No special tools, only minutes reinnive Ly seal that uperales in the oil chamber has carbon and ceramic . gular personnel. faces. No regular oiling or greasing required. or SUCTION-4", 125' STD FLANGk DISCHARGE-47, 125' STD FLANGE 8- HOLE';, 3/4 DIA 8-HOLES, 3/4 DIA. EQUALLY SPACED ON 71/2 DIA. B.C. EQUALLY SPACED ON 7 S2 PIA. B C f THICKNESS OF SUCTION SPACER 8 GASKET ( (2) I I/A" N.PT. FOR PRIME fl REQUIRED FOR SERVICING OF \- AND AIR VENT LINES ' IJ SUCTION CHECK VALVE 1 16 u— 22 J �.\ I 16 L MOTOR AME. .A. .B. .C. "B"DIA o o8 , 145T 24 8 12. o I i—T- 0 0 ll 192T 2' I$ 124 0 1 0 2I Z i "C° i 184T 2 I j 121 201 I {� Df I �'I 213T 31 11 132 7 215T 3 I 1:3 3 �-14 1 9�—�}�— 27 4-HOLES, 5/8 DIA 16� 4j ROTATING ASSY REMOVAL SPASE REQUIRED FOR SERVICING INLET ELBOW 4EMOVAL SPACE REQUIRED FOP SERVICING HYDR-O-MATIC PUMP CO. HAYESVILLE, OHIO DIMENSIONAL OUTLINE —_ REVISED 6-29-72 MODEL 40MMPVP REVISED 1-6-72 4" SUCTIOr. 8 DISCHARGE DRAM'M DATE CHECKED SCALE WF 1-6-72 - 6I15 MWNWO TOTALn=rHEAD am ■■■ , - . . • ■■ ■■■ ■■ ■■ • . . . . . . . . . ■■ H ■ N■■H : BELT DRIVE 80 L!! ■■■■■■■■■ ■■■■ ■■■■■■■■ 70 RPM NOTED 60 50 NOT ED�l 40 OAP 20 -- u , , ?-� 130 z u- . ■■■ ■■■■■■ ■■ ■�■■■■■h�■H■■■■ - . 100 200 300 400 500 600 700 GALLONS NOTE - TOTAL SUCTION LIFT CURVE MUST BE USED F6039 DETERMINE MAX. PUMPING CAPACITY Most trouble-free control ever designed. . . t HYDR-0-MRTIC MERCURY SWITCH LEVEL CONTROL i #49VENTED CORDS i H® DdAPHRAGMS i NOMECHANICAL SWITCHES i N© CLAMPS ■ NO SUPPORT RODS ■ #49 HOLLOW FLOATS Mercury tube switch is sealed in solid poly. urethane float. Weight outside float holds switch at any de. sired height in sump. Desigr•ed for over one million cycles of oper. ation. PATENT PENDING Solid polyurethane float makes switch leak- proof and shockproof. I I I I 1 R.011 FC ON POSITION 'M OFF POSITION ' M a GENERAL—Designeo for ope.atln3 sewage pumps to control liquid level in sump. Can also be used to operate alarms to indicate dangerous lewd in sumps or tanks TYPES—3900 Controls can be supplied with nor- mally open or normally closeu contacts. �. Two normally open controls are used to control operation of a single pump. One control is set for turn off level and one control is set for turn on level A magnetic starter or contactor with a holding con _ PUMP tact holds the circuit in after level drops below CORDS turn on control. For two-pump operation 3 controls are used, one to,- turn off, one for turn on one pump, and one for turn AL kRM on two pumps. An ele,Aric alternator is supplied to alternate pumps. Normally closed switche, can be supplied for pump up applications such as fiherg surface or elei-ated tanks. Normally closed sr itches am 3900-1, 2-PU APS ON SWITCH SPECIFICATION—The Mercury glass tube switch is manufactured by Honeywell MicroDiv, ;ion and has a •nt,ng of 12 AMPS at 115 or 233 Volts, A.C. ON PUMP POWER CORD—Is 2-conductor tt16 flexible Coro- type SJO odpreof. 300-volt. FLOAT—The mercury switch is potted in a sclid polyurethane float,that Is leakproof, shockproof and corrosion resistant to sewage and most chemicals. OFF Consult factory for use wit. chemicals. WEIGHT—The cast iron .eight coated with baked 'm epoxy paint holds switch in sump at desired height. Haight can be easily adjusted from the sur- '.ace by raising or lowanng the cord in the cord snub bei Weights of special materials can be supplied for Ellm,inateControl • • use in chemicals. SUPPORT BRACKET—A special support bracket is boxed to the Nema 4 junction box or to the discharge USE THE CONTROL! pipe if the Nema 4 junction box is not used. Bracket has plastic cord snubber that holds the switches at JUNCTION BOX—Especially the required height. Easily adjusted for Changing 3900 cord height. Cords are spaced apart so that no tam p,lmg can occur. Incoming power and control wires are sealed with a clamped rubber gasket so that each wire is individually sealed. No sealing ` EPLACES . . or packing compounds required. Box is cast aluminum and c4ompletely submersible. Can with ROD TYPE FLOAT SWITCHES, stand a submergence pressure of t Terminal strips are provided in box for power and con DIAPHRAGM SWITCHES, AIR trol wires. BUBBLER SYSTEMS. . . Available in two sizes: one for Conduit size of '2 inch and one for Conduit size of 11/4 inch. INSTALL AND FORGET! Control and pump cords are sealed with compression fittingi. Main cover is round and sealed with Tubber"0" Ring,easily removed. Bosses are provided on box $WHYDR,0,MRT1C _A' for mounting control Hyd,0 Mnt, Pump Olynren Clmmnm.nd Bendy,P 0 a.,377,Jiuhl.nd,lil 0e105 Bulletin 300 340,73 72" I.D. WELL I ii ' I I� I I \ ,I LHVEL ,I t COVER i U INSPECT 1 ON I I �� CdvER O O ' I I II II Pump 2 II II i / 3"STEEL CHAW,IEL STEEL F'..lt,np BPE Coven PLATE 1l" O.D. 3'STEEL� CRANNEL TYP.COr�tRg4. 4�� SuCT�Ow p�PE N�y GENEFAxop 24 H - - --- - q T V v 1 � \ / T I � �\ AST I O.L m i M { #; l H - PUMP. Z AST C. _ i M� DUPLEX CONTROL PANEL- ALTERNATING t - Mr. Phil Ceps, Division Manager Puget Sound Power a Light Company 620 S. c,:ady Way Renton, was.Nington 98055 Attention: 7ary Moritz Reference: Eastwood Sanitary Sewer Project, L.I.D. 292 Dear Mr. Copps, This is to c, rm our conversation with your staff rogarding the electrical sr: . .ce required for the above referenced project and the City's approval to authorize Puget Power to install such service as dictated in your letter dated January 29, 1975. Please note the revised conduit placement which will be constructed ,underground instead of the overhead service as indicated on our plans. It will be the City's responsibility to provide the necessary rigtd conduit* and wiring from the pole located southeasterly of the lift station to the metering box. We are scheduled to commence with construction or. or about the 24th of February. Your immediate response to provide the 120/208, three phase service as indicated in your letter is appreciated. Should you desire additional information, please contact this office . Very truly yours, Mounir H. Touma, F.E. Design Bngineer Miff a sn L.I.D. 292 MINUTES OF PRLCONSTRUCTION MEETING Date: February 13, 1975, 10:30 a.m. Present: Tom Touma City of Renton, Engineering Department Bob Bray City of Renton, Engineering Department Elmer Shaver City cf Renton, Engineering Department Martin Lundy City of Renton, Engineering Department Vic TeGantvoort City of Renton, Street Department Les Phillips City of Renton, Engineering Departme:.. Bob Bergstrom City of Renton, Utility Department Ed Wooten City of Renton, Fire Department Tim Schlitzer City of Renton, Police Department Fred Arnold Puget Power - 255-2464 Dick Atkins Pacific NW Bell - 228-0272 Bruce Gould Renton Constructioi, Co. - 772-2085 Jerry Britt Renton Construction ..o. - AL 5-7098 Elmer Shaver explained scope of work. Noted driveways to be kept clear as must as possikle. Puget Power - � 0 power will be supplied to existing pole on east side of 138th Street at no cost. City will meet with contractor regarding conduit from power pole to control panel. Police Department__ - Tim Schlitzer emphasized importance of maintaining barricades. Pacific Northwest _B,,Il - There will be four crossings of underground conduit. Telephone Company will locate all crossings and services to houses prior to excavating. They will send copy of plan of underground to the City. Street Department - Vic TeGantvoort requested that all trenches in pavement be patched immediately with cold mix. Contractor will be permitted to open cut across 138th S.E. Utility Department - City crews will locate and mark all water lines prior to excavation. Survey Department - Survey crew will remark centerline of street and provide 20 ft. offset stakes both directions for lift station as well as stake the easement. Renton Construction Company - Bruce Gould inquired about Renton Construction Company's proposed changes to the contract plans: (a) Use of d" c .astic pipe in lieu of concrete pipe. - OK'd by Tom Touma. (b) Use of 3/8" steel plate for support of pumr?s and motors. Accepted by Tom Touma except that 3" channel supports are to be used as additional support. Renton Construction Co. to supply City with revised plan for approval. L.I .D. 292 - Precons�ruction Conference February 13, 1975 Page 2 ti (c) Concrete slab to be poured as per contract plans. (d) Manhole cover may be raised to grade with bricks as approved by the Field engineer. (e) Mr. Gould raised question as to who will pay for side sewer permits. General opinion was that the property owner should pay the $20.00 permit fee. (f) It was tentatively agreed tha` the City would supply the wiry and conduit from the power p�_,� to the control panel and the Contractor would install same. Change order would be required. Meeting adjourned at 11:30 a.m. I ABLE LONDING ATTN: CENTER. INC. BELLEVUESWASBHINGTON 98004 SU4JECT: DATE: �`6 4 CJOxt l GY IX. 1 n I SIGNED- �RENTON CONSPIUCTION COMPANY, INC , 14829 S.E. 128th St. Renton,Washington 98055 772-2065 or 255-7098 February 10. 1975 City of Renton Engineering, Department City Hall Renton, Washington 98055 Deat Siri We hereby submit for your consideration the following 1 changes in design of Easvwood Park Lift Station L.I.D. #292. i Schedule A I. A 72" x 5' manhole base with no concrate slab. 2. Mounting of 72" cover-plate as per attached skotch. 3. Hydr-o-matic Model. 40 MMP self-priming sewage pump and accessories. 5• 70' 8" John Mansville plastic sewer pipe. We also request the option to use 4" plastic eewer pipe for side sewers on Schedule B. We woul _ also like clarification on type of fitting to be used on discharge line between pump and 4" F.V .C. . The notation calls for M.J. fittings but the drawing appeais to be flanged fittings. Sincerely, Bruce L. Gould President BLGidg February 4, 1975 Renton Construction Co. , Inc. 16829 S.H. 128th Street Renton, WA 98055 Ra: L.I.D. 292 - Sanitary Sewer 6 Lift Station W.S. 23rd Street - Hid Opening - January 28, 1975 Cantlesent The Renton City Council, at its regular meeting o'. February 3, 1975, has accepted your low bid of $29,887.92 on the ab,ive-captiouad pro- ject. We enclose application for a Renton business License, copy of license must be in contract docusant. Please complete application and return to this office tth the proper fee Undated Performance Bo, a and required insurance together with a copy of your state contractor's license should be filed with the eublic Works Department in order that the oontract documents say be completed. If any further information is required, please contact Mr. M. Touma, PuLllc Works Deyartment, 235-2631. I Very truly yours, CITY OF RRI.TON A. b,,,) a. Pam"d i Daloras A. Mead City Clark DAMzjt Enclosure February 4, 1975 Rykar :oastruction 4 Inginearing 29801 - 6tb Ave. So. Federal Way, WA 98002 Res L.I.D. 292 - Sanitary Saver i Litt Station N.1.23rd St. - Sid Opening - January 28, 197N Centlaaeui 'the Raotoo City Council, at its regular sooting of February 3, 1975, us accepted the low bid of kanton Construction Co., Inc, in the -aunt of $29,887.92 for the above-captiooad project. ihrak -ou f*r your interest and your bid. vary truly yours, CITY OF RSMN Delores A. Need City Clark DAMsSt February 4, 1975 Bart Robison Construction Co., Inc. P. 0. Box 5007 Kant, W, 98031 Rat L.I.D, 292 - Sanitary Sewer i Litt Station H.S. 23rd 8t. - bid Opening - January 28, 1975 Gantlasssr The b.nt.oa City Council, at its regular oasti-.g of February 3, 1975. has accepted the low bid of Benton Construction Co., Ian, in the swunt of $29,887.92 for the abmra-captioned project. Thank you for your interest and your bid. Very truly yours, CITY OF SKNTOM Delores A. Mead City Clark Dmljt Yebruary 4, 1975 A i M Construction 9quipment Co. 1901 - 29rd Avenue South Seattle, WA 98144 Re: L.I.D. 292 - Snaitary 8evar i Lift Station N.E. 23rd Street - Bid Opening - January 28, 1975 Gentlemen: The Renton City Council, at its regular Basting of February 5, 1975, has accepted the for bid of Renton Construction Co., Inc. in the amount of $29,887.92. Thank you for your interest an4 your bin. Vary truly yours, CITY OY RM=N Dolor" ♦. Mead City Clerk DAM:jt sea F PUB-11- WORKS CCCMITTEE REPORT BEBRUAR- 3, 1975 -- -------------------------------------- SUBJWTo &ward of Contract on L.I.D. 292 - Eastwood Park Sanitary Sewer Project ---------------------------------------------------------------------- Pour bids were received for the oonetructior, �f sanitary seweza in the Saatwood Park area under L.I.D. 292 ranging from the low bid of Renton Construction Co., Inc. , of Renton in the amount of $29,687.92 to a high bid of $39,946.08. "a Engineer's Estimate for thin construction was $2S,711.62. The Public Monks Committee concurs Ath the Public works Department'• recommendation that the low bid submitted by Renton Construction Co., Inc. in the amount of $29,887.92 be accepted and that the City Council award the contract to Renton Construction Co. , Inc. and authorise the Mayor and the City Clerk to execute the contract. Kenneth Bruce. Chsirsan Richard Stredieke Henry Scholl*" RENTON CITY COUNCIL j Public Works Committee Report Febriary 3, 11, . I 1 ; Dura Develo vent Inc. Re guest that Condemnation Action be Held it bT e ante o^. 4one ew 700 . Pub is Works Committee recoma;en s that no action be taken to slow the condemnation process; and that the City should proceed in accordance with our present program for the acquisition and construction of 'Whitman Court as a part of LID 288. 2) Bids for Kennydaie Sewer LID 286 . Thirteen bids were received for the construction of sanitary sewers in the Kernydale area under LID 286 ranging from the low bid of Universal Utility Contractors , Inc. , of Woodinville in the amount of $157 ,907. 35 to a high bid of $241 ,595 . 58. `he engineer's es:i:ate for this construction was $139,537. 31 . Universal Utility Contractors , Inc . , of Wrvdinville has performed satisfactorily on similar type sewer construction projects in Redmond and Kirkland, and the Public Works Department investigation indicates they have a satisfactory performance reputation . The Public Works Committee therefore concurs with th, public Works Department recorendation that the law bid submittea by Universal Utility Contractors , Inc. , in the amount of $157,907 . 35 be accepted and that the Council award th< .. contract to Universal Utility Contractors, Inc. , and authorize the Mayor and the City Clerk to execute to contract. 3) Disposition of Surplus Property , 1511 Lake Avenue South . No responsive bids were received for the removal cf the bui 'din:: from the site. After further consideration, the Public Works Committee recommends that the underlying property he likewise declared surplus subject to an easement for trail access along the Olympic Pipe Line aiid that the entire premises, including the building thereon, be sold by appropriate public bid. This action would require a resvlutien declaring the property surplus and authorizing the sale thereof and should be referred to the Legislation Committee for • the preparation of the appropriate '- resolution. 4) - Cummins Northwest Diesel Re uest for Latecomers A reement. The Public Works Committee recommen s that a ate toners agreement be authorized for a period of ten years and should be based on the total actual cost of the system which abuts other benefited properties . It is further recommended that the l7ayor and tn,,= City :lerk be authorized to execute a latecomers agreement. 3 5) 84th Avenue Water Coo Considerable discussics of the mat .. of the L4ti venue " ater ooperative was had in connection with the water rates and the need for facility improvement. No recormendation is being made at this time as further meetings will be required, cn-, :ch Uru c� zairman y g t o Re• v/ 6L' v` w i 0 -pas oP O°9L, B Ov i oD 'vo2 y/ -r— aZ71 � o O .� � �o•vS�l'9 OS F vo•o .. O/ S v0'�/O fit 9'9 Lv bz ! Lt L ZnVOP roWW 07 / � RLC ��e •r� r-- > v✓ r�G !/ o G ps•o L/ a o',6G '9 00,9 04 b 'e'sPAI, Tdive �,�i✓� _�� �o v T" co' / oavo oO o r3v vr31 0'0l vo uYJE� oao� Nc;l v7 fi w'GS�o'"T'�Pi iY xru 1 y•Z ,of'vo/ o o v#!, % oav�pgv ^77 00 •CT 6 oU•* d OkV �+Ib0iQ6+� :?'8✓ {s A'''n+ i _' vo•vo� / ovoz oa•ov �Zs' z' B � 3oZ Oo'ao9 tov'�F oa• oo vvB _ Eo' a®•ov -/s oo•v oot ©v as ao'� aa'mtt o om 41 t 00 o0 oc 00'4 OTC ,•L a� v'oo7 o;p ao• ��'._ Cols • 1T7 p .�d•I''"�'�.s*�'�!►'yr s '"ram , r OF z nv o y o'8 p.•o"G i OL .._.. . �7I Tom'"�"� �,,""� y :- 4•fl OO�i 00 4f1t------ O'Od GP`Ji>fSrCJi ,a fjD'�✓a7- s-v*47 ir,c�oi/ � _, r,� r„vr1R � . .fh9r'• L! Ld JNi.9d "` �Ci '7d e11 $?/8ci TI�104 A:,anv los4w •w,rf rL rN/7 1•ivn liNlr ,1�/v/7 ,!/ern 1L+►'ef l.r.✓E1 ��N M....___. ;..ate•« w. MIDI* �j:9'-''� �- '� Wwililiv4+/rp � 'W:9 :1GNDc7 -•,.�.r�ll� /"✓Gpsrwtl"9-' LsA/vv 2'i 1"s J i OFFICE OF THE CITY CLERK February 3, 1975 BID OPENING EASIVOOD PARK L.I.D. 292 - SANITARY SEWER & LIFT STATION N.E. 23rd Street January 28, 1975 a%`TRACTOR HB kAO Schedule A Schedule B Total Bid I i A & M Construction Equip. Co. X X $20,069.65 $1.6,005.60 $36,075.25 j 1901 - 23rd Avenue South X f Seattle, WA 98144 Renton Construction Co. Inc. X X $16,182.95 $13,704.79 $29.887-74 14829 S.E. 128th St. X $16,183.13 + $2i),987.92 • Renton, WA 98055 J Bert Robison Const. Co. , Inc. X X $29,402.92 $10,803 78 $40,206.70 P. 0. Box 5007 X $27,675.50 + $39,946.08 • Kent, WA 98031 Ryker Constr. & Eng. X X $27,270.07 $ 7,0( t5 $34,272.52 { 29801 - 6th Ave. S. X I' Federal Way, WA 98002 + Engineer's Corrections Engineer's Estimate $25,711.62 a i STATE. OF WASHINGTON14 DEPARTMENT OF LABOR AND INDUSTRIES 1 V ,A 8; c,. STA'rEMENT OF INTENT TO PAY PREVAILING *AC:ES It. APR ON PUBLIC WORKS CONTRACT (r� Awarding Agency -- C_/ i'l _.Qf RfNn 4 Contract Number G 19 b 0 Q 9 ' Date Work Commencine o O • Date Contract Awarded aZ — 3 STATE OF County in Work med County O`WASHiNGTON �SS. Location WwhinhCounty.pe .(.r./ry.. .. Q, ,fxfHTO '�CU D�9jy J Prime Contractor-.__REALroff_... CONJ:rFA10 r!o*N In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of IffNtQN GEL .. !M6__... � YB y 5f..._[2e`sr-___ (Contractor or Sabmetmctor) (Address) do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage" as de- termined by the Industrial Statistician of the Department of Labor and Industries. CRAFT AND CLASSIFICATION OF LABOR ELATE of RATE.OF HOURLY HOURLY PAY FRINGE BENEFITS .8Hc.PN04e oP,reog r e,? t P c,i P/Af44IfQ 7;ee 7 -4 / y_ NOTE: E.ttach additional sheets as needed /v �) Subscribed and sworn to before me Avw ty ___C`: y „r m _5 a .tl G this....._ __. day of_ J1 ., 19/_ 2.� u. (Company Name) � t_• By_.._ Notary Public in and//or the State of Washington, AAathorised Representative) residing IT Washington. The purpose of this statement is to provide evidence of intent to comply with the prevailing wage requirements of Chapter 39.12 RCW. IT IS A PRELIMINARY FILING ONLY and cannot be construed as application for certification by the Director of Labor and Industries that the prevailing wage requ)rcments as set forth in RCW 39.12.040 have been satisfied. This space reserved for Director's approval O*Ap Ind 1®s to BEFORE FINAL SETTLEMENT CAN BE MADE in co ect n with any ublic works project it will be necessary for the contractor, and any subcontractor to produce evidence of certification by the Director that prevailing wages including fringe benefits have been paid to each classification of laborers, workmen or mechanics employed on said project. Form S. F. 9843 "Affidavit of Wages Paid", or a similarly constructed form should be submitted for the Director's certification. These forms are available upon request from any office of the Department of Labor and Industries. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the pre-filed statement or statements of intent on file with the Department of Labor and Industries as approved by the Industrial Statistician. COMPLETE AND MAIL ENTIRE. SET FOR APPROVAL. TO: Industrial Relations Division, Department of Labor and Industries, General Administration Building, Olympia. Washington 98504 CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: 'PINK COPYI ORIGINAI—AWARDING AGENCY :RLUF COPY) DUPIJCAl PRIME CONTRACTOR I YEL!.OW COPY) TRIPLICATE--SUBCONTRACTOR )GRRFN COPY) QUADRUPLICATR 1NDUSTRIA1 STATISTICIAN IRrta)ned by Dopart..o 1,F.No.I6n—OS—ii-79. `it� ' 14 PUGET SOUND POWER & LIGHT COMPANY 620 SOUTH GRADY WAY - (206) 255 2464 RENTON. WASHINGTON 98055 January 29, 1975 JAM 31 r05 JJJ PUBLIC WOWS DEFT, The City of Renton rZN OF REM" 200 Mi I 1 Aven-ie South Renton , WA 98055 Attention: Mr. Robert Bra/ Gentlemen: Re: Eastwood Sanitary Sewer Project LID 292 Puget Power can supply a 120/208, three phase, four wire overhead service for the above referenced project as indicated on the attached work sketch for no charge, subject to approval by the City. It will be your contractor's responsibility to provide the Following: (1) Leave enough conductor at the pol-- to reach the secondary position on the pole. (2) Install ten feet of steel conduit. (3) Furnish 20 feet of P.Y.C. conduit . (4) All conduit shall be installed on stand off brackets, three are required. For conduit placement please contact our Engineering Department prior to installation. Your written confirmation of approval will be our authority to install the approximate 1 ,800 feet of overhead conductor to provide your three phase as requested. The above metered account will be billed under our general service schedule 24, a copy of which is attached. If you have any questions please contact Mr. Gary Moritz in our Renton office, 255-2464, and he will be glad to assist you. Very truly yours, D. R. Trafford Division Sales Manager L.I.D. 292 _ _. opens January 28, 1975 Sanitary Sewers & Lift.Station__. ._ _- 2:00 p.m.. 1 2 3 � Set Date Plans.. .. .. ..Date Plans .. Date of Nxne Picked Up Deposit returned refund , a { I � - - a nfJr✓t�i,p� T - �— V ----_f- ua?a _� 9 9 _ 10 10 12 ra 13 r (gyp- 20 zo —21AGG',a, o".Il. 23 26 — rr _ 25 2 I a 40 31 IL 32 �O-ti /o _-- 32 1 1 33 38 �.. . i, 34 33� / - ! �� I � tl t _ t f 7 LAjl17' L.✓� I _� ? is 40 ,� .� J ✓ � 1P er+. j r � } ! ! j . � i 1 i fit: 4 I t « � i it ! .t C'/0�� } /�_ � Ec't _ I _ _ V _E � Lf. 11 ; ; : f �� - - -- di_c_ ' t i 1 � s 60 o,0Cj flT� ,77 o t t l ...t -•. - -.{ r + I ! Off/ � E G !{t V t s� I January 17, 1975 Puget Sound Power c Light Company 620 South Grady Shy Renton, 1,1219hington 98355 Attentions Hr. Phil Copps Subjeatz Eastwood Sanitary S~r Project - L.T.D. 292 Gentleman This is to inform you of the City of Renton`s intention to procesd with the construction of one pump station in the zaatwo d area, situated at the southwest comer of N.E. 23rd Street and Duvall (138th Ave. 5.E.) . It is requested to obtain power "evics from the "isting power pole which is located east of 138th Avenue S.t. , as indicated on the plan. Please find enclosed set of plans and specifications for the proposed sewage lift station for your review slid nts. Sh expect con- struction to commence awut the end of Merch 1975. Any billings regarding this matter should be sent 'o the City of Renton, Department of Public Ilorks. Should you desire additional information, plwaee contact Bob tray, 235-2631. Ve:y truly yours, Mounir R. Towns, P.E. :)*sign EnginNr *"ten xr:ua ry p, 1975 Del Mead, Citv Clark Ton Touma, Design Engineer Approval Pr"nosed Ordinance, L.T.D. 292 We have checked the atr&. id ordinance proposing the fotmation of i..T.n. 292 providing for t e• -illation of sanitary sewers within the _plat of Eastwood Park, and Fira it t, be satisfactory. However, we did not use the none and termini method of assessment. The cost of the utility was divided equally between the ninet"en (19) lots within the plat of Rastwoo irk . Wen 1 JA ry 14 197, ORDINANCE NO. 2905 iY e OR RFry iOY AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, I ORDERING THE CONSTRUCTION AND INSTALLATION OF SANITARY SEWERS AND TRUNK LINES AND APPURTENANCES THERETO IN THE VICINITY OF EASTWOOD PARK AREA, RENTON, KING COUNTY, WASHINGTON, ALL IN ACCORD- ANCE WITH RESOLUTION NO. 1945 OF THE CITY COUNCIL OF THE CITY OF RENTON, WASHIN 6TABLISHING LOCAL IMPROVEMENT DISTRICT . 292 PROVIDING THE METHOD OF ASSESSMENT IN SAID T; PROVIDING THAT PAYMENT FOR SAID IMPROVEMENT BE 14ADE BY SPECIAL ASSESSMENTS UPON PROPERTY IN SAID DISTRICT, PAYABLE BY THE MG,IE OF "PAYMENT OF BONDS" , OR "NOTES" IN LIEU THEREOF AS DETERMINED BY THE CITY COUNCIL; PROVIDING FOR THE ISSUANCE AND SALE OF LOCAL IMPROVEMENT DISTRICT WARRANTS REDEEMABLE IN CASH AND LOCAL IMPROVEMENT DISTRICT BONDS OR NOTES. WHEREAS by Resolution No. 1945 passed and approved on November 25, 1974 , the City Council of the City of Renton declared its intention to construct and install certain sanitary sewer lines and appurtenances within certain territory in the vicinity of the Eastwood Park area as hereinafter more particularly described, and fixed the 23 day of December , 1974 in the City Council Chambers in the Municipal Building, Renton, Washington, as the time and place for hearing all matters relating to said improvements and all objections thereto and for determining the method of payment for said improvements, and WHEREAS the Director of Public Works has caused an esti- mate to be made of the cost and expense of the proposed improve- ment a.id has certified said estimate to the City Council, to- gether with all papers, data, and information in his possession relating to the proposed improvement, description of the boundaries of the District, a statement of what portion of the cost and expense should be borne by the properties within the proposed District, a statement in detail of the Local Improvement assess- ment outstanding or unpaid against the property in the proposed District, and a statement of the aggregate actual valuation of the real estate, including 25% of the actual valuation of the - 1 - improvements in the proposed District, according to the valua- tion last placed upon it for the purpose of general taxation; and WHEREAS said estimate is accompanied by a diagram of the proposed improvement showing thereon the lots, tracts , parcels of land, and other property which will be specially benefited by the proposed improvement, and the estimated amount of the cost and expense thereof to be borne by each lot, tract and parcel of land or other property within said District; and WHEREAS due .notice of the hearing upon said Resolution No. 1945 was given in the manner provided by law, and said hearing was duly held by the City Council at its regular meeting on December 23 , 1974at the hour of 8 :00 P.M. and the following protests having been filed and duly considered, to-wit: Name of Protestant Address NONE and said total protests not exceeding NONE percent of the to`_al cost bearing owners within said District; and WHEREAS at said hearing the City Council has given due consideration to the special benefits to be received from such proposed improvement by all of the properties to be included within the propospd Local Improvement District; and WHEREAS the City Council deems it in the best interest of the City and of the owners of the property within the proposed Local Improvement District that said improvement as hereinafter described be carried out, and that a Local Improvement District be created in connection therewith; NOW THEREFORE 2 - BE IT ORDAINED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, AS FOLLOWS: SECTION I : The following sanitary sewer lines and appurtenances thereto shall be constructed and inst: : ed in the vicinity of the Eastwood Park rea Renton, King County, Washingt ., as more particularly described hereinbelow, to-wit: See attached exhibit "A" which is attached hereto and made a part hereo: s if fully set forth. and there shall be included in the foregoing the acquisition and installation of all necessary pipe, manholes , valves , fittings , c. uplings, connection equipment and appurtenances , together with the acquisition of any easements, rights of way and land that may be required; and there shall be included the performance of such work as may be incidental and necessary to the foregoing construc- tion and installation. The City Council may modify the details of the foregoing described improvement where, in its judgment, it appears advisable, prop dud suc!. . . .._. . rJi-- ....,:n:tinily alter the plan o! said _ ayrovame:a. Al_ 31 :-;eu shall be in accordance with the plans and specification therefor to be prepared by the Director of Public Works . SECTION II: There is hereby established and created a Local Improvement District to be called "Local Improvement District No. 292 of the City of Renton, Washington" , the boundaries of such Local Improvement District being described as follows : See Exhibit "B" attached hereto and made a part hereof as if fully set forth. 3 - r SECTION III: The estimated cost and expense of said improvement. is hereby declared to be approximately $ 29, 954 . 83 The entire cost and expense of said improvement, including the cost and expense of all engineering, legal, inspection, adver- tising, publication of notices and other expenses incidental thereto, shall be borne by and assessed against the property specially benefited by such improvement included in the Local Improvement District No. 292 established, embracing, as near tt as may be, all property special y benefited by such improvement. i SECTION IV: The nature of the improvement provided for herein is such that the special benefits conferred upon the property are fairly reflected by the use of the statutory termini and zone method of assessment, and it is hereby provided and ordered that the assessment shall be made against the prop- erty of the District in accordance with said methods. All property included within the limits of the Local Improvement District above created shall be considered to be the property specially benefited by such Local Improvement and shall be the property to be assessed to pay the cost and expense thereof as hereinabove specified. SEC^ION V: Local Improvement District warrants shall be issued in payment of the cost and expense of the improve- ment herein ordered. Such warrants shall be payable out of said "Local Improvement Fund, District No. 292 11 , to bear interest from the date thereof at a rate to be fixed hereafter, but not to exceed 9 8 per annum and to be redeemed in cash, and/or by Local Improvement District bonds herein authorized to be issued, said interest-bearing warrants to be hereafter referred to as "revenue warrants". Such bonds shall bear interest at a rate to be hereafter fixed but not exceeding 9 % per annum; shall be payable on or before 12 years from the date of issuance, the life of the improvement ordered being not less than twelve years, and shall be issued in exchange for and in - 4 - redemption of any and all revenue warrants issued hereunder and not redeemed in cash within a period not to exceed sixty days after the first publi•.:ation by the Director of Finance of notice that the assessment roll for Local Impr< vement District No. 292 is in his hands for collectiun. The bonds shall be redeemed by the collection of ai>ecial assess:m nts to be levied and assessed upon the property within said District, payable in 1p equal installments, with interest at a rate to be fixed hereafter but not exceeding 9 8 per annum, and a penalty of 10 8 which shall also l,e col: ectea. a^ e,:act torm, amount, date , interest rate and denomination of said w,irrant.s and bonds shall be here- after fixed by Ordinance of tie City Council. 'J; : All ti,.0 work necessary to be done in connec- tion with the makir.,, of sai -i improvements shall be done by and made by contract .ip,an on!pe! itivc bid:; end the City shall have and reserves the ri:;nt to reject any and all bids. The call for bids for work authorizeu pursuant to this Ordinance shall include a statement thaz pa, meat .for said work will be made in cash warrants drawn ❑pon the "Local. Improvement Fund, District No. 292 1 . SECTION VTI : :'hr-e is, ni-reby created and established in the Finance Uirector` s Oit3.ce C,r ti:e ity of Renton, for Local Improvement District No. 292 , a special fund to be known and designated as "Local Impro•:_ment Fund , 1'i -„ rict No- 292 " , into which fund shall b., deposited the proceeds from the sale of reve- nue warrants drawn against said fund which may be issued and sold by the City and collecticns pertar.ntug to assessment, and against which fund shall b for the contractor or contract r5 is ra.rr.._,a .`'or Uie work to be done by them in connec- tion wil.h said improvement, and against which fund cash warrants shall be issued in payment of all ct:iar items of expense in connec- tion with said improvement. Public Works Director SECTION VIII : The J=m=imm =kxRodxk:k§txftxa& is hereby authorized and directed to call for bids , in the manner provided by law, for the construction a;,d installation cf the improvements authorized herein. SLCTION iR_: .h • City resary s the right to isaue, in lieu of bonds and warrant., in payment of the cost and expense of the aforesaid Local Z:;I.rovemen! District, installment note or notes payable cut o the Local Improvement District Fund, pur- suant to kCW 35. J'3. iSU , whenever such :. to or notes are sold exclusiv,lly to anr¢..+or ;_und e,f the City as an investment thereof, and as further provided by law. such I_, st:allment note or notes nay be i ss :•- .3 _,:,, _ i.n:e aft r a thirty-uay period allowed by law ch, payment of :i sess:nent_� ,aid District without penalty or irate -_st, an-1 note e:. n.; . �(r of any dencin.ination or denominations , th+7 3' i.. :,, �.,f witi"t, .,.,uyl « -. -". . 1 . _. balance of the c�,,,t in,] s:_ r:c of tilt-- L),:al Improvement District wt,ic', is to be borne by thv p: pert,; ovnv-rs therein, and is further provided by law. PASSED BY YHti c :': uLiJ i tlil/, 13thh day of January ,1975 . GG:�tif/ PL, Delores A. Mead, 'City Clerk APPI<OVED BY THE 1`A',' k thi.:; I Ifh.Iuy of January ,1975. Ga+fftt, M "yh oY Approved as to fora,: Ge and M. Shelian, City Attct,-.;y Date of Publication: ^ fi - EASTWOOD PARK SANITARY SEWER L.I.D. EXHIBIT "A" All that portion of the Plat of Eastwood Park, consi::ting of 19 lots, as recorded in Volume 86 of Plats, Page 40, Records of King County Washington lying easterly of the easterly right-of-way margin of Anacortes Ave. N.E. , westerly of the Westerly right-of-way margin of Duvall Ave. N.E. ;_38th Ave. N.E.) and adjacent to the north and south right-of-way margins of N.E. 23rd Street. As situated within the NW 1/4 of Sec. 3, Twp. 23 N. , Rng. 5 E. , W.M. City of Renton. EAS'T19001) PARK SANITARY SEWER L.S.D. EXHIBIT "B" Size Pipe In From To 8" Conc. 138th Ave. S.E. Exist. MH in N. 138th Proposed Lift Ave. S.E. Station S.b'. Corner 138th Ave. S.W. an:'. N.E . 23rd St. 4" Plastic N.E. 23rd St. Proposed Lift Station Existing Manhol_ Force Main in Anacortes Ave. N.E. Item Location Sewage Lift Station S.19. Corner 138th Ave. S.W. and N.E. 23rd St. Alternate Item Location 4" Conc. Side Sewers Individual Properties I INTEROFFICE AIEMO 4 7O . Delores A. Mead City Clerk DATE: December 24, 1974 Gerard M. Shellan, City Attorney SUBJECT: LID 292 Dear Del: We are handing you herewith the original and one copy of the proposed ordinance authorizing the construction under LID 292. Would you -please fill in the blanks on page 2 and ii. Sections III , IV and V on pages 4 and 5 and also have the Public Works Director check over this proposed ordinance and secure his approval therefor. Thereulon the ordinance should be forwarded to the Legislation Committee for appropriate action. If you have any further question in this matter, please let us know. We remain Very truly yours, 1 Gerrard M. Shellan � City Attorney GMS :bjm Eric. (Proposed Ordinance) J N " 19j" r�1w,�kEN I M 4Rl;` . - jk CITY OF RENTON NOTICE OF PUBLIC HEARING BY RENTON CITY COUNCIL NOTICE IS HEREBY GIVEN that the Renton City Council has fixed the _ °3rd day of Uerwnhor. , 19 T, at 8: 00 P .M. in the Council Chamoe. s of the Renton Municipal Building, Renton , Washington as the time and place for a public hearing to consider the followirg : L. I.D. 292, Sanitary Sewers and trunk lines in the Eastwood Para Area. All that portion of the Plat of Eastwood Park, consisting of 19 lots, as recorded in Volume e6 of Plats, Page 4U, Records of King County Washington lying uasturly of the easterly right-of-wdy margin of Anacortes Ava. N.E. , wuytorly of the Westerly right-of-way margin of Luvall Ave. N.E. (133th Ave, N.E.) and ad3acont to the north and south right-of-way margins of N.E. 23zd Struet. A4 situated with.n the NW 1/4 of Sec. 3, Twp. 23 N., Rag. 5 L'., W.M. City of Renton. Any and all interested perso.:s are invited to be present to voice approval , disapproval or opinions on same . CITY OF RENTON �Ii.Qr2.L Q. i'YEea�. Deiore5 A. Mead, Cixy Clerk DATE OF PUBLICATION ll/?'? and 12/6/71 C E R T I F I C A T I O N STATE OF WASHINGTON) ) as. COUNTY OF KING ) I , hereby certify that three (3) copies of the above notice were posted by me in three conspicuous places on the prof-arty described and one copy wes posted at the City Municipal Building , Renton , Washington on date of I-l< �,1,��� �,. , 19 ATTEST : Notary 6ut,lic in and for the State of Washington , residing at Renton. T CITY OF RENTON NOTICE OF PUBLIC HEARING RENTON CITY COUNCIL RENTON MUNICIPAL BUILDING Council Chambers - 8:00 P.M. December 23 , 1974 NOTICE OF PROPOSED IMPROVEMENT, L. I.D. 292 AND HEARING THEREON YOU ARE HEREBY NOTIFIED that the City Council of the City of Renton, Washington on November 25, 1974 adopted Resolution No. 1945 declariny it intention to construct and install anitary Sewers and Trunk Lines thereto in the vicinity of EASTWOOD RK AREA as described in Exhibit A and Exhibit B attached hereto, and to create a local improvement district to assess the cost and expense of said improve- ment against the properties in such district specially benefited thereby- in accordance with plans and specifications to be prepared by the Engineering Division of the Public Works Department , Reference is made to said Resolution No, 1945 for a more particular description of the nature and territorial extent of such improvement. YOU ARE FURTHER NOTIFIED that a Hearing will be held by the City Council on this proposed impro -ment on the 23rd day of December, 1974 at the hour of 8-00 P.M. , Rer. .on City Council Chambers, Second Floor, 'Renton Municipal Building, 200 Mill Avenue South, Renton, Washington 98055. Written protests may be filed with the City Clerk at or prior to the time fixed for sa 7 Hearing. Protests should contain lot, block, Addition and any other identifying description. Persons may otherwise appear and present their opinions orally. The total estimated cost and expense of this proposed improve- ment is $29, 954. 83, all of which will be borne by and assessed against the property specially benefited by the proposed improvement, unless hereafter timely modified or amended by the city Council. Below are shown the estimated benefits to and assessments against the property there listed, of which your are tie owner or reputed owner as shown on the rolls of the King County Treasurer. TOTAL, PRELIMINARY ASSESSMENT ROLL, L.I.D. 292 $29, 95A. 83 ESTIMATED ASSESSMENT CITY // OF RENTON '�� Date of Publication Delores A. Mead 12/1/74 and 12/8/74 City Clerk Resolution #1945 CITY OF RT;NTON ^� NOTICE OF PUT ..IC HEARING• PROPOSED LOCAL IMPROVEME. DISTRICT NO. 292 HEARING DATE, DECEMBER 23, 1974 RF.IOLUTION NO. r A RESOLUTION OF THE CITY OF RENTON , WASHINGTON , DECLARING ' ITS INTENTION TO CONSTRUCT AND INSTALL SANITARY SEWERS AND TRUNK LINES AND APPURTENANCES THERETO IN AND NEAR Eastwood Park area AS MORE PARTICULARLY DESCRIBEL HEREIN; AND TO CREATE A LOCAL IMPROVEMENT DISTRICT TC ASSESS THE COST AND EXPENSE OF SAID IMPROVEMENT AGAINST THE PROPERTIES IN SUCH DISTRICT SPECIALLY BENEFITED THEREBY ; NOTIFYING ALL PERSONS WHO MAY ➢ESIRE TO OBJECT TO SAID IMPROVEMENT TO ' APPEAR AND PRESENT THEIR OBJECTIONS AT A ME-TING OF THE CITY COUNCIL TO BE HELD ON December 23 , 197 .. BE IT RESOLVED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF RENTO:- , WASHINGTON , AS FOLLOWS : SECTION I : That it is the intention of the City Council of the City of Renton . Washington , to construct and install the following sanitary sewer lines, including trunk lines , accessories and appurt- enances thereto , in the following described area of the City , to wit : 1 . (a) Description of Local Improvement District No. 292 As incorporated hereir as per Exhibit "A" which is made a part hereof as if fully set forth. V (b) Improvements : Approx . Pipe Size _ On -_ From To As incorporated herein as per Fxribit "A" On ch is made a part hereof as if fully set forth. 2 - IJ(`i CITY OF RENTON PV q1�WOR"S There shall be included in the foregoing the acquisition and installation of all necessary valves , fittings , couplings , connections , equipment a appurtenances, and the acquisition of any easements , t rights-of-way and land that may be required ; and there shall further be included the performance of such work as may be incidental and necessary to the foregoing construction and installation . The City Council may, in its discretion , modify and amend _he details of the foregoing described improvement , including the financing the_ Rof , where in its judgment it appears advisable , provided such modifications and amendments do not substantially alter the general plan of said improvement project All of the foregoing shall be in accordance with the plans and specifications therefor to be prepared by the City Engineer of the City of Renton. SECTION II : The entire cost and expense of said improvement, unless hereafter timely modified or amended by the City Council , shall be borne by and assessed against the property specially benefited by such improvement to be included in the local improvement district to be established, embracing as near as may be all property specially benefited by such improvement. There shall be included in the cost and expense of said improvements all cost items specified in RCW 35 . 44 . 020. SECTION ill : That all persons who may desire to object to the improvement herein described are hereby notified to appear and present such objections at a meeting of the City Council to be held in the Council Chambers of the City Hall , Renton , Washington , at 8 : 00 P.M. on December 23 , 1974 , which time and place are hereby fixed for hearing all matters relating to said proposed improvement and all objections thereto and for determining the method of payment for said improvement . The "ity Cler'% shall give notice of said hearing and ,::aid proposed improvement as required by law. -2- a• SECTION IV: Warren Gonnason, Public Works Director , or his duly authorized representative , is hereby directed to submit to the City Council , on or before the aforesaid hearing date , all data and information i required by law to be submitted. t PASSED BY THE CITY COUNCIL this 25t}, day of November 1974, Delores A. Mead, City Clerk c APPROVED BY THE MAYOR t. is 25th day of November , 1974 . rj "I'�A-,"-i I A ry Garret , Mayor Approved as to form: Serard M. Shellan , City Attorney Publication Dates : lbt Notice : 12- / -74 2nd Notice : 12-8-74 i a ?- i t EASTWOOD PARK SANITARY SEWER L.I.D. EXHIBIT "A" All that portion of the Plat of Eastwood Park, consisting of 19 lots, as recorded in Volume 86 of Plats, Page 40, Records of King County Washington lyinq easterly of the easterly right-of-wLy margin of Anacortes Ave. N.E. , westerly of the Westerly right-of-way margin of Duvall Ave. N.E. (138th Ave. N.E.) and adjacent to the north and south right-of-way margins of N.E. 23rd street. As situated within the NW 1/4 of Sec. 3, Twp. 23 N. , P.ng. 5 E. , W.M. City of Renton. v EASTWOOD PARK SANITARY SEWER L.I.D. EXHIBIT "B" Size Pipe In From To B" Conc. 138th Ave. S.E. Exist. MH in N. 138th Proposed Lift Ave. S.E. 6cation S.W. Corner 138th Ave. S.W. and N.E . 23rd St. 4" Plastic N.E. 23rd St. Proposed Lift Station Existing Manhole Force Main in Anacortes Ave. N.E. Item Location Sewage Lift Station S.W. Corner 138th Ave. S.W. and N.E. 23rd St. Alternate Item Location 4" Conc. Side Sewers In vidual Properties 1 p r Noveau>er 12, 1974 Del Mead, City Clerk ".bm Toum.., Design Engineer Proposed Sanitary Sewer L.r.D. No. Eastwood Park 1 t A petition was turned in to your office by our cover memo dated €-29-74. The petition was validated by letter to the City Council dated 9-12-74, The Public works Comittes recommended the L.I.D. be formed by U.eir memr dated 10-7-74. Attached hereto are exhibits "A" and "B" to c mPlete the Resolution of intention. Please forward the exhibits to the City Attornev, together with the attached vicinity map, so that he may add them to 'said Resolution. We reooswsnd Decamher 16, 1974 he set for the heariso. Men httach 1 Mm ember 18, 1974 Del !lead, City Clerk Tim Touma, Desiqn Engineer Preliminary hasessment Roll L.I.D. No. (Eastwood Park) 1ttached Hereto please ind the preliminary assessment roll for proposed sanitan, sewer L.I.D. No. If posaible pleaaa make us a copy of t'ie attached roll for our records. The puhlic hearing is scheduled for December 16, 1974. . - Ton Touma, P.F.. Desiqn "ineer -lean Attach. EASTVOM PARK SANITARY SEWER L.I.D. EXHIBIT "A" All that portion of the Piet of Eastwood Park, consisting of 19 lots, as reoorded in Volume 86 of Plats, Page 40, Records of King County Washington lying easterly of the easterly right-of-way margin of knacortes Ave. N.E. , westerly of the westerly right-of--way marg-n of Duvall Ave. M.E. (138th AVe. t7.E.) and adiacen�, to the north and south right-of-way marginw of N.E. 23rd Street. ks situated within the NW 1/4 of sec. 3, Two. 23 N. , Pnq. 5 L. , W.M. City of Renton. i 1 EASTWOM PAM SANITARY SEWER L.I.D. EXHIBIT "B" Size Piave1_� In P!(xn _. To 8" cone. 138th Ave. S.F. Exist. "M in n. 138th Prcooaed Lift Ave. S.E. Station S.W. Corner 138th Ave. S.N. and N.E . 23rd St. 9" Plastic N.E. 23rd .t. Propoued Lift Station Existing Manhclo "once Main In Anacortes Ave. Item Location Swage Lift Station S.%. Corner 138th Ave. S.W. and N.E. 23rd et. Alteretate Item Location 4" Ccmc. aide seine_►s Individual Properties i i , November 4, 1974 Avery Garrett, Mayor Tom puma, Design Engineer a-oposed Eastwood Park. Sanitary Sever District, Vicinity of N.E. 23yd Street and Duvall Avenue N.E. We request permission for the front (main) doors of City Nall to be opened to accocmodate the c.aople attending =na public meeting for t',e above referenced area on: November 7, 1974 7:30 p.m. Conference Room - Sth Floor Tom Touma, P.S. Design Engineer AN a sn Att&Ovvent - Vicinity Nan i .I FACT SHEET Proposed Sanitary Sewer L.I .D. Eastwood Park The Plat of Eastwood Park, together with adjoining property, was an-exec to the City of Renton on February 6, 1974, by Ordinance No. 2824. In March of 1973, we rerFived a r, .jest from Lincoln Savings and Loan to provide sewer sor,,ices to the Plat of Eastwood Park. Lincoln Savings and loan either owns or is holding the mortgage on eighteen (18) of nineteen lots in Eastwood Park. The Plat has a dry sewer system, which was required when the Plat was developed, even though there was no pl,.ee for the line to empty at that time. Nineteen hor,ies were constructed and septic tanks and drainfields were installed. Now thLse systems on severel homes have failed, creating a serious health problem. Those homes , which have become vacant, have been posted by King County Health for "No Occupancy" until , sewer system is installed. The City of Renton's existing sanitary sewer system is in onod, serviceable condition and has sufficient capacity to hand'. . —ie effluence from this Plat on an interim basis until the proposed Metro line is installer up May Creek in the vi..inity of 138th Avenue SE. In July, 1974, a petition was received requesting set -ca to be activated through the dry sewers by connection to the ee'.stino homes and installation of a pumping system with a new line to pump she flow west to the City of Renton's existino sewer main. The percentages of sia^atures on the petition for sanitary sewers through the formation of L.I .D. are as follcws: I 63.3% of Front Footage 63.10,, of Area Attachments: Letter from the Health Department Cost Estimates 0 THE CITY OF RENTON = o MUNICIPAL BUILDING 200 ...,LL AVE.SO. RENTON, WASH.98055 b AVERY GARRET- MAYOR i PUBLIC WORKS DEPARTMENT Warren C.Gonnason, Director O,P4t10 SEPSF'�O October 21, 1974 w=R Referer,ce: Public iMeoting - Propeed Eastwood Park Sanitary Sewer Local Improvement District Dear Property Owner: We have been contacted by several property owners within youx neighborhood about the possibility of croating a Local Improvement Distr Lct to provide sanitary sewers for your area. Subser :ent to the inquiries, a pe�it.ion has been circulated w_thin the plat of Eastwood lark lyinn West of Duvall Avenue N E. (138th Ave. s.E.; , East of Anacortes Avenue N.E. and comprising of 1 through 19, lying adjacent to the North and South lines of N.E. 23rd ;,txeet. The percentage of property bearing signatures on the petition is as follows: 63.3% of Front footage 63.1% of Square footage .iie petition has the necessary percentage required tby Stag law to qualiry as a valid petition by representing over 5U8 of the front footage and over 50% of the area within the proposed district. ir, response to this petition, we have schedu_3d a public meeting to be held on November 7 1974, at 7:30 p.m. in the conference room, 4th Floor, at the i Renton Municipal Building. It is felt that ._;sough this public meeting we will be able to answer any questions you may have regarding the formation of local improvement dis- tricts, procedures, methods of assessments, engineering ele-ign, se.vage lift stations anu costs. We ask that you plan to attend and to urge the attendance of your neighbors, so that we might speak to the majority of the people through this one meeting. Should you have any fc ther questions concerning the meeting, please feel free to contact Ar. Tom Touma, Design Engineer, Department of Public Works at 235-:531. Vary truly yours, Warren C. Gonnason, Y.E. Public Works Director AMH:sn PUBLIC W)RKS COWITTHE REPORT October 7, 1974 SM. TECT: Propose,' Fa4twool Park Sanitary Sewer L.I.D. The Committee has reviewed the pst_. .i.ons and Proposal to pr(,,• is sanitary sewers for 'zhe Eastwood Park area. Based on the fz :able response from the property owners, we recomend that thw DepartrAnt of Public works pi.)ceed with forming a Local. Improvement District for the above area. ------------------------------------- ----------------------------------- K!n Sru.-a r Chairs�an Bill Irsat Henry 9ahallart ��— - /s � el i September 12, 1974 Honorable Avery Garrett, Mayor Members of the City Council Suuject: Proposed Eastwood Park Sanitary Sewer L.I.D. Gentlemen: We have caiculated the percentages jav�d on the tignatuzes contained within the petition proposing sanl.tari sewers for the Eastwood Park area. The percentages are as follows: AREA FOR L.I.D. Plat of Eastwc 9 Park 63.3% front footage 63.1% area Very truly ors, Warren C. Gonnason, P.E. Public Works Director AH:sn 1 ENGINEERING ESTIMATE EASTWOOD PARK PUMP STATION AND SIDE SEWER CONNECTION Item Unit Cost Quantity Total Cost 1 . MH Connection $ 100.00 2 ea. $ 200.00 2. 8" Concrete Pipe 10.00 70 L.F. 700.00 3. Lift Station 3,000.00 1 ea. 3,000.00 4. Wet Well 2;000.,:0 1 ea. 2,000.00 5. Street Restoration 1 ,500.00 L.S. 1 ,500.00 5. Electrical Equipment 300.00 L.S. 800.00 *' Utotal $ 8,200.00 Alternate 1 (4" CI pipe - without side sewers) 1 . 4" CI Pipe $ 10.00 830 LF $ 8,300.00 2. *Subtotal 8,200.00 Subtotal $16,500.00 Alternate 2 (4" plastic pipe - without side sewers) 1 . 4" Plastic Pipe $ 7.00 83r LF $ 5,810.)0 2. *Subtotal 8,200.:)0 Subtotal $14,010.00 Alternate 3 (4" C. i. Pipe - with side sewers) 1 . Side Sewers $ 500.00 19 ea. 9,500.00 2. Subtotal - Alternate I 16,50- .00 Subtotal $26,000.00 Alternate 4 (4" plastic pipe - with side sewers) 1 . Sid: Sewers $ 500.)0 19 ea. $ 9,500.00 2. Subtotal - Alternate 2 14.LOI�0 Subtctal $23,510.00 PRELI1IINARY ASSESSMENTS EASTWOOD PARK PUMP STATION AND SIDE SEWER CONNECTION Alternate 1 Alterna ., 2 Alternate 3 Alterna*: 4 Subtotal $16,500.00 $14 ,010.00 $26,000.00 $23,510.00 10% Contingencies 1 ,650.00 1 ,401 .00 2,600.00 2,351 .00 Subtotal $18,150.00 $15,411 .00 $28,600.00 $25,861 .00 5.3% Sales Tax 961 .95 816.78_ - 1 ,515.80 _1 ,370.63 TOTAL Construction Cost $19,111 .95 $16,22i .78," $30,115.80 $27,231 .63 10% City Services 1 ,911 .20 _1 ,6_2..788 3,011 .58 2,723.16 TOTAL Assessment $21 ,u23.15 $17,85u.561 $33,127.38 $29,954.79 Individual Assessment S 1 ,106.48 $ 939.50 S 1 ,743.55 $ 1 ,576.57 Alternate 1 - CI Pipe Without Side Sewer Alternate Z - Plastic Pipe Without Side Sewer Alternate 3 CI Pipe With Side Sewer Alternate 4 - Plastic Pipe Wit) Side Sewe. ON 409 4 � I , I I 1GHTS u �• � I",400` 5 4 l_. , ' 35 34 3' 277 JO 1. K r CCU ,� �. Z,� 7' �O 1 I • Z Lt9 � 773 L;. li.. 34, �t'� ,, :f , 24 � i 2A", x]o ,ae z,lIS iNS IALLI L!F i ST tN • _ L� _ 5 Lq Za Si . ±. i•, 2x5 zoo -_- 27 iw Lf 24 L; Li tl 2 9 45 xK L3 �. so L4D ZK� ro •r 4• ! fo f� fi! — � �JJf""������ 2 to. 2_' zs 2w.r21D 244E is xct lz4e x W J Igo 2 — Its '�,y to les i•4t ��qla . ��-•,-r •'. )9 h '••4 , , A 89� sas co ` 4e'40 �jx 74 00 V m � _ ' •` 1t fie" 4i ii� z _ — — isr z4-/x] iD I T-1_— ro 41 j"� e3 9x cs S4i S9',515� xTL ., li T_r^ t „r L 4 S G 71a 9IA11��121; 14 161G I] t 4 3 L _,. rk DATE 9-1 CITY COUNCII REFERRAL MEMO : Meeting of 9-9 Council Committee or Other Community Services _ City Attorney Councilman City Department Finance & Personnel Board or Commission Legislatioa Special Committee Public Safety _ Other Public Works x Transportation SUBJECT: _Prgpcsed unitary Sewer !&,-", Eastwood Park area _ COMMEM f : Referred to Public Works Committee for Recommendation (Bruce) d I N T E R O F F I C E C O R R E S P O N D E N C E Date Anau� _?o 1 Q7,- .� TO: Del Me:.d, City Clerk FROM: Tom Touma, Acting Office Engineer SUBJECT: Proposed Sanitary Sewer L.I.D. Eastwood Park Area S,.ihmitted herewith is a petition prDnosing the formation of a sanitary sewer L.I.D. in the Eastwood Park area. ^om Touma, P.E. Acting Cffice Eng,.aieer AB:sn Attach. 4,,:� c f�ti is ` _ hrWd. w Af e d rc d -16 Pubh kol-k fo/e� J PETITION FOR CREATION OF A LOCAL IMPROVEMENT DISTRICT To The i,:.. arable Mayor and Members of the City Council City of Renton City Hall Renton, Washington Gentlemen: The undersigned owners of property adj- ent to PVC 1 3 ^"'/S''• in the CITY OF RENTON, WASHINGTON between /.�8'70V pk/E 549' and 4/4C-0976 / all of which lies within the area which may be by law assessed for construction of Sanitary Sewers, respectfully petition your honorable body to cause said Sanitary Sewer to be c� ,structed within the said limits at the expense of the owners of the property in accordance with the laws of the State of Washington and the Ordinarc:s of the City of Renton; said improvement to consist of INSTALLATION OF SAFITARY LATERAL, SIDE SEWERS TO PROPERTY L_NE AND APPURTENANCES and to be made and constructed as per the plans and specifications to be prepare ',y the City Engineer of the City of Renton. The .node of -..ivmert for the said improvement to be by the creation of an assessment district and the levying of special assessments, acc -Wing to the benefits upon the property included in said ass �smert district, as the same shall hereafter be established and determined, as provi:9ed for under the Ordinances of the City of Renton, and the laws o' the State of Washington. We, the undersigned, do hereby set forth and certify that we are owners, according to the racords in the office of the Auditon of King County, of property t) an aggregate amount of a majority of the lineal frontage upon the improvement to be made and of the area within the limits of the assessment district to be created therefor. Dated at Renton, King County, Washington thy,; NO'i'E: Petitioners must L:.st by lot, block and addition as owned. No signature by agent will be allowed, unless authority of owner to sign accompanies this petition in writing. NAME — /ADDRFSS ei PROPERTY yE DSCRIPTION — L"D A/c �.�M ---�C//.O.- p ^ Z95/- �_ y gJ�NGS •z Lo•i.v HSsoC. D L///cuc, /S] 1T 1-,e/'/n1!c[:�t. -%S:L`( Asse</_�i/" 4�709 .I)G ---L D 'T /9 bq STc✓rsD Luk: r �/VCV41 �e Asc« ./ 1746/-) 'Vz —Tsr/✓ao PA At A. 7x'� �f.DELn/, S L RSs•o --- 4619 1y �_1jgl� Lo 7 /1/ A,¢4-1 L, du. N IL/ cGDt Q_AIL J/L AS Ss� Y�OL 73 LOB Y qSi wc•co GCrc /sr AIAIeOLV sy >< Q�c SQL /'suet f> YU VC 'YY3Af_ Ln �. Ali�c a a(M1c NAME ADDRESS M. OPaVfYY LDFSCRIPTICIN SAN-1 LID 292 S-161 6X 408 I 14 I I I i I r : : z ( � I"•400' 9 0 7 6 5 4 p 1 e L 35 34 3 tax )a Zx4 Z�Za Za to faIu Za ;_. ' 101, 15777 'T ii ze6 2)) zls I�a1 13 I \ a s fc 4 s � ) � �la2c 2x+ 3� • sr •UJ' a 'G Ill Z ze4 ZI) iS t.o TSL.s ^) S Iq0 I21% . • Co►D Zx 1,4 f�, x o It za 3 f=79 iSo iZo Zq4 1'ztx, Zf 'z,v z I 27 is. DNS iALi_ -- c�. z z4` zs, 53 :es�za. zw i FYr: ' �;_ :• .. J, 9 SA �T 298 ) 25o ze)I7a5 xov . zS 14 IS (I 2 25) SSS Zoe 1 ( 2K Z31 I 1 4o t6i 2oS Sei 24G - 2 z Ze, ui Sof 245 ?1•!S .I J rig Zoo > Io Soo e b o S 3 S 1 ! H '+u1 1;'x �'i 11 'eG'op'o4' 'o=J'e�'eel y�i."x 3B �,' '� � 94/ )0 4) ♦� j6 Lam. 42 x ----35 1 No7 95 i., i )3 D4 1.4 N _.� 2 P..A! _ i) )G 7574\ G3 4S� 32 ], _-.�_ .F✓I1 1 ,�xiy{IIS T 4L Y 4G is 49 7r� J N 24 S 83 9i SS sa SI,Sz s� Se i, 20 , .::P: 1 9 '4 5 6 1 g B 1o;li 1215 14,15,�6ni S 4 3 I - W i , � Sentemher 12, 1974 Honorable Avery Garrett, Kayor aamber.i of the City Council Subject: Pronosed rastwood Park Sanitary Sever L.S.D. ".mtleman: We have calculated the percentages based on the signatures contained within the petition proposing sanitary sewers for the Eastwocd Park area. -he percentages are as follows: AREA FOR L.I.D. Plat of Eastwood Park 63.3% front footage 63.1% area very truly your .1arren C, Oonnaeon, r.E. Publ4o Works Director Men August 29, 1974 Dal Mead, City Clark Tom Tolima, Acting OffLao Engineer Propoaad Sanitary Sewer L.I.A. Eastwood Park Area Submitted herewith is a petiClon profosinq the farmation of a san..tary eewer in the Eastwood Park area. TOT Totaa. P.E. Acting Office Engineer Mran Attach. , I N T E R O F F I C E C 0 R R E S P 0 N D E N C E - - - -- - - - - - - - - - - - - - - - - - - - - - Date August 22, 1974 TO: Dick Houghton, Utilities Engineer FROM: T Touma, Acting Office Engineer SUBJECT: Proposed Eastwood Park Sanitary Sewer L I .D. We have calculated the percentages based on uhe signatures contained within the petition proposing sanitary sewer service for the Eastwood Park area. The percentages ere as follows: (Please refer to attached work map) Orange Area For L.I .D. Plat of Eastwood Park 63.3% front ft. 63.1% area Magenta Area Acreage 41 .8% front ft. 45.7% area Total of both areas 53.4% front f;. 48.5% area Please inform us of vhen and how you wisn to proceed on this project. We will hold all files in this department until further notice. f � AMH:sn cc: A. Haight Attachment - Ma, August 22, 1974 Dick Houghton. Utilities Engineer Tour. Touma, Acting Office Engineer Proposed Eastwood Part, Sanitary Sewer L.I.D. We have calculated the percentages based on the sinnatures conteined within the pet'tioh proposing sanitary sewer service for the Eastwood Park area. The percentages are as follow-: (Please refer to attached work map) Orange Area For L.I.D. Plat of Eastwood Park 63.3% front ft. 63.1% area Magenta .Area Acreage 41.8% front ft. 45.7% area Total of both areas 53.4% front ft. 48.5% area Please inform us of when and how you wish to proceed on this project. We will Mld all files in this department until further notice. AMH:sn ,/cc: A. Haight Attachment - Map / .r DATE:- '0: W. Gonnason M. Hamm _ V. TeGantvoort G. Case D. Hamlin D. Houghton A. haight .� Shari L. Phillips Otrer _ E. Shaver —` R. Carter FROM:TOM T074A M. Jayne SUBJECT: Review and report back. See me. __Route and return. _Prepare response for my signature. ^,;-7— Take appropriate action. Prepare special report. —Set up meeti=g. v' For your information. -File FEMARKS: L_G"T 4J Sa+4AdOejj e I iV 7L' R0FF rC __ _ ,'eJ RRFS PONDENCE Date August 1, 1974 T0: Tom Touma FROM: Dick Houghton SUBJECT: Eastwood Park Sanitary Sewer In order to keen the respective divisions from duplication of work, we arc submitting to you the files on Castwood mark sanitary sewer which includes the petitions for said -ewer connection. Arlene has these files in her possession at this t!me. This will facilitate the necessary scheduling and',��allotnents/cuntrol that you need to phase this project into your schedule. RCH:Lmp 1 7 -+w June S, 1974 Transamerica Iitle Insurance Co. 222 Williams South Renton, WA 9803S Gentlemen: Please send us by return mail or delivery, the ownerships and legal descriptions as shown on the tax rolls, records of King County, for the following property: Sec. 3, Twp/-4� . , Rng. S E., W.M. Tax Lots/59 J 68, 74, 77, and 92 '"` f `'�r �✓`�r� .Joseph P. Marshall Tracts Vol. 38. Pg. 30 Tract 15, ' 7, 13, and 12 Honeydew Court Vol. 72, Pgs. 41 and 42 Lots 1 through 8 Shady Lane Vol. 84, Pg. 43 Lots 1 through 5 Eastwood Park Vol. 86, Pg. 40 Lots 1 through 19 We would appreciate your prompt service in this matter. Very truly yours, Warren C. Gonnason, P.E. ( $ / Y oa Public Works Director 012 1 J 12 J�i t, 56 lVkl t Ly u, of7 Lc. (ed Le-- Mounir H. Touma, P.L. i 5a Acting Office hngineer AM11:ad cc: A. ilaight 404 P 6 r ,'2 Gti� ,� t�-6 �18U5 OV ftE� T BUILDING DEPARTMENT BENTON. WASHINGTON MUNICIPAL BUILDING • 200 MILL AVE. SOUTH • RENTON, WASH. 98063 * � 235-2540 March 1, 1374 TO WHOM '.T MAY CONCERN: Fol,owing is a 1i.:t of address changes made recessar, because of the recent annexation of Eastwood Park to the City of Renton: OLD ADDRESS NEW ADDRESS 13603 S.E. 101st Place 4503 N.L 23rd Strut 13611 450? " 13677 4515 " 13515 4521 " 13633:' ^� 13641 4607 " 13647 46.13 " 13653= 4619 13661 4703 " 13669 4709 " • 13604 4502 " 13612 4508 " 13620 •' 4514 " 13628 4520 " 13636 4600 " 13644 4606 " 13652 4612 " 13660 -' 4702 '• 13668 4708 " 10201 - 138th Avemie S.E. 2713 Duvall Avenue N.E. 10213 2119 " 10219 2015 10221 2113 " 10415 2005 " 10429 1913 " 1OS05 1901 " 10517 1827 " 10531 1821 " 10607 1803 " 10609 1809 " Sincerely, WARREN C. GONNASON, F.E. PUBLIC WORKS DIRL'C'D)R / By Gir1�laL-C. ��ames C. Hanson Plans Examiner JCH/mp r 1 . LU Q Proposed EASTWOOD PARK L.I.D. 4oe I n AREA PROPOSED FOR SANITARY SEWERS I 2 � rw:•1� $ IS •., j 14 13 11 - � ' I"•400' - - { F. 9 C 7 6 5 4 z o 0 o eau 8 > 6 5 ` L '•:�' "' 3,�3a 99 I IMrF Zbf `,e ,q Z� Za S_E. 101 i.. . ST. Z .ff i • 2Eb 1277 xx9 2:4 C19 ' 9 4 4 G IJI a• ST 2e° 1"G g% IA x27 R9 ZIS �"e is I : s , 2ao 1�7a zze zxt zlc - jo n :e • a , zqt_ x74 zz9 xzl tl7 l yft 14 17. r`�.�(NSTALL LIF( !, x 21D T,o tto Z:e :. W STATION 9 9 219 Z S F- P-R-S EXI�J'T h1 Cs r 1 ° .q T7O 292 ZI: SZ 9N '33 /-% :a n iO it 29G 2� 10 z ZSI t4a 29n 97 u Ta� 20 _.. 5T. 9 8 a Lf to iS 24 t) Li 2 aA 25� 2Sti TG4 ZN. ',toe Z 9 use ZSw 1 Zo QOI $4'z 259 2w4 zs6 [co?61 205 W2OM ,°j 24614i yj'.iz Z4i 2GZ 24O 20, E.iClsTll.ly Q I CITY Li IT'S J I'z 89 � '9G V9 4e ♦o I 37 � ST. ver �.i y 72 4S ♦3 �� 14. NOT 9� 9i.' G.4 4.i 9• Y PLAT ap179 17 7(75' GJ! 45 9x 31, CIO 61 47 Z i I 84 al sv s71s8 °O 4s is z7 ze 40 z4 ''w n Bs ex ss s4 sssz s soy xi n zl,zo,l -.'.'.� :'r ; • �,. �';U ._t. •8 ? 1 1f L. 45 � � g9':o � rizrei45ia nn S 4 3 1 z m i li l I 'QE'q dyJ7l es� (21 I/' .(.t L�.Z ..L aZ4�%'����� /•-LGn-O-CO �(.O- �•�L�t. K.- - y'( ,L,�.nz e.�-�a.�i"e/ Q�-� ,�•�I/� , �-lcljx�'Qt.e�- ..c'f•' irb S'�. a��+ �0 2�rn���✓�,�Q`: Q,�e--,��`-�vu -�Q h.�g,.�,�es.�',�-�. o�c�a• /�..� rdus���1' �,�c"`'"'�"`.�'r��dl3Y'S,�' • �'¢„�yQa.O�..e o�-�.cu- C��-c.yG�,reFc'f9 /Zo% �1ew-C�" !•c 3,'z�t•e-e- ' /��'.L`- /G'vx�^-c- G�t'cc.�t, ..=ae.�'.,L • f I i f �- NAME ADURES_S _ ?±OPMTY DESCRIPTION ,ZEE r 5 NAME ---/ADD FSS PROFERT`!/ DESMRIPTION �I N"n< /zi L[`CR/7L T.'SLrJ .I/c -2341 .COi O � E,95%WCCU �A.PK / J,/,✓Cc. N ..]�•`/ING `+ T/ri0/ /�C .2.4/'il _ �UT /',�,r f'R5%'<2zu 442v .dc .�e;.t.� L U ! /9 E./a STu'tCD LA/CCA 4' /ir f.1��PA� .•r '_�-'' "/C... G/ISi&Jee,> 104 /9 ./1� 4� 7 FAs- �.ee L �DD/Nfo/w/ A �-0 % /S tA�rwcnJ ®A[C FAY: < �� ��•�--�-- �L.-,f L``"fin-- - - r �rNccu,� �. nAthf S.G {�ss�c � r0 Alf 10: V. Lee __ DATE: } V. TeGantvoort _ _ /D. Hamlin _ D. Houohton Shari _ L Houk Other FROM: Warren Gonna SUBJECT: —_---------------- ___ Review and report back. _ See Me. Route and return. Prepare response for my signature. Take appropriate action. _ prepare special report. /Set up meeting. _V For your information. File �� REMARKS: - ------- -- INTER-OFFIC'F MEMO TO: CARY KRUEGER._ASSOCIATE PLANNER DATE E 0173 FROM: CHIEF- M.C. WALLS RE: FIRE PROTECTION - EASTWOOD PARK ANNEXATION PROPERTY OWNERS IN THE AREA FACING SE 17'BTH IN THE ABOVE AREA SHOULD BE ADVISED THAT WATER MAINS FOR FIRE PROTECTION WOULD BE REQUIRED BEFORE THE PROPERTY COUI-O BE DEVELOPED. THEiE ARE HYDRANTS ON THE. NORTH UOUNORY OF THE PROPOSED AREA HOWE'!ER THEY ARE SERVED BY EXISTING CITY MAINS TO THE WEST. M.C. WALL$, C41EF CA .J. NNASON LYNCH U. LYNCH L U AUG L PUBLIC WORKS DEPT. CITY OF RENTON � 1 I ,/ NAME ADDRESS PROPERTY DESCRIPTION K QSlli1,. q /'1,/�+, �.^E G1. to y7 F T 4 Less S 3c, Ff. yc5 � r `tc11%• cc21` jai? Lev ✓;r(C 4�E iyr M aRsN r<s T TiTs �`_ /y c tv o f s3 o F T < / N / T / u/ F /� ...N oFwyY7F� ooF y{s C� 2 -- 3 s �= . n �T<�TS� of5%L eF SF �y aF �',IJ Ali zo FY,' .4 it's o � �t11 _TGr S Glc T H s7y IJ �s Ll t THE CITY OF RENTON n MUNICIPAL RVILDIMG 200 MILL AVE. SO. RENTON,WASH.98055 0y4 ` AVERY GAFRETT, MAYOR DELORES A. McAD OP. , CITY CLERK 4TFO SEP_044 May 18, 1973 Lincoln First Federal Savings 6 Lo. .. ssociation 504 W. Meeker Street Kent, Washington 98031 Attention : Mr. Gary D. Garrison Assistant Vice President Res Eastwood Park , S .E. 101st Place , S.E. of 138th Avenue S .E. Gentlemen : Pursuant to vocr letter of March 21 , 197., requestic,g connection to City of Renton sewer mains , the letter was submitted by the Public Works Department to the City Council on April 23, 1973. The matter was referred to the Public Works Committee for review and on May 7th the Council concurred in the report which recommended that the requested connection be authorized subject to the annexation of the proper- ties to be served. Inqniries from other property owners he a ` nea received indicating interest in alleviation of sewer problems by City system connections and/or annexation. The Public Works Department , along with other administra- tive divisions of the City , will proceed on the matter and you will be advised as further action is taken. Very truly yours , CITY OF RENTON n "k, Delores A. Mead ITV OF REIR-1 City Clerk DAM s j tpY 181973 icc: Mayor ' s Office E�j�;IVL ��., ro JLI Public Works Director Council President TO: B. McHenry DATE: V. TeGantvoort D. Hamlin D. Houghton L% Shari L. Houk Other FROM: Warren Gonnas SUBJECT: Review and report back. See me. Route and return. Prepare response for my signature. Take appropriate action. Prepare special report. Set LAP meeting. For your information. File REMARKS: f. Seattle-King County/DEPARTMENT OF TU6LIS HEALTH Y ` Public Safety Building Seattle, Washington 98104- l (204) 653-2550 LA WRENCE BERONER, M.D., M.P.M. {� Director of Public Health APril 25, 1573 i V' w Mr. VArren Gonnascr. ` Dir,ctor of Public Works I City of Renton 200 Mill Street South Renton, Washington 98055 Re: Eastwood °ark :.dditim Dear Sirt A recent survey of the subject plat disclosed an alarming number of septic tank failures. Only two of the nineteen existing homes appeared to be free of septic tank problems. This does constitute a threat to the health and +ell being of the public in this area. Will your office bi able to render assistance by providing sewer service? If you have any questions regarding this matter, please contact Mr. Hill Heaton, District Sanitarian, weekdays from 8:00 - 9:30 a.m- aT 228-262o. Very truly yours, Stephan Vaeth, M.D., Dr. P.H, District Health Officer Southeast District Health Center 0C/md DISTRICT HEALTH CENTERS: NORTH BAST SOUTHEAST SOUTHWEST 15 N.E.150te 156O7 Northeast BHlevv.- 3001 N. E.4tb St. 10e21 8tn Avenue Sovtnweet Seattle 98155 Redmond Road R.nioo 8805E Seatne'ad146 383-4]65 fi.11evw"00. 228_.b w 244-5400 885-1278 .+nril 25, 197;i To: Mr. I3'man Houk Eneineerin,-, Dent. Renton, hash. Sub ect: Connection to the Renton Sanitary Sewer System Dear Sir: I wish to fully develop fourteen (14) lots to Renton enecifications Der the attached Dreliminary nlat . I plan ` to construct single family residences on these lots at the earliest date possible contingent upon annexation and nlat annroval by the City of Renton. Per your sugaeution, I am hereby requesting advance review and annroval for 0=1tary tie—in as indicated, subject to Dngineering requirements. An early (and I hoiV favorable) reply would be ,ereacly anoreciated. Thank you William L. Walker Walker Construction 1517 Union Ave. R.Y. Renton, Wash. 98055 Attach. 1 Cony (Al 5-6274) Prelim. Flat 1 y The Honorable Avery Cirrett, Mayor April 23, 1973 Members of the City Council Page 2 ------------------------------------------------------------------------- the City Public Works Department to permit the r-,quested ccnnection to the City sewer from the plat of Eastwood Park. t.11 costs and fees in connection with this would be borne by Eastwood Park. (2) That the City petition Metro for an early extension of tiio May Creek trunk to provide a permanent solution to this problem and to provide capacity for additional development in the area. Very truly yours, Marren C. Gonnason, P.E. I , Public Works Director WC.i:sn � 1 I 1 i �1 7 1 i TIIE CITY OF RENTON = o MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON. WASH. 90055 s % W AVERY GARRFTT, MAYOR 0 PUBLIC WORKS DEPARTMENT 0 OFQ' Warren C. Gonnason. Director �114� SEPI E� AI.Yi1 1 He lorable Avery Garrett, : a.or Yembers of the City Ccuncil RE: Ea-twood lark Sanitary Sewer Connection to the City of R^_nton Sy. _am Gentlemen We have received a request from Lincoln Savings and Loan to provide sewer services to the Plat of Eastwood Park. "'he Plat lies just east of the Plat of Glencoe Nc. 2 adjacent to the City of Renton. Lincoln Savings and roan either owns or is holding the mortgage in eighteen cf nine,een lote in Eastwood Park. The Plat has a dry sewer ayste•m, which was required when the Flat was developed, even though there was no glace for the line to empty at that time. Nineteen homes were constructed anc -el.tic tanks and drain- fields were installed. Now these systems on sevoral homes have failed, creating a seriu s health Iroblem. Those homes, which have become vacant, have been posted by King County Health for "No Occupancy" until a sewer system is installed. We have sufficient cal:acity in our system to handle the effluence from this Plat on an interim basis urtil the prol:osen Metro line is installed up May Creek in the vicinity of 138th Avenue S.E. Lincoln Savings and Loan is aware that they are responsible for all costs involved in the cyst.?n necessary to numl the sewage to the Renton System. They are also aware of the fee for the lump station at Sunset and Union Averu:e N.E. They have indicated drat a plan for the necessary lift station and pressure liva will be submitted for City arProval as soon as approval is granted for t1,er, to connect to the City system. Based on the fact " i:at the City has the only system available for them to correct their bystem to, and that a health hazard does A* exist, we recommend that this connection be granted. Annexation to the City �;f Renton has been mentioned and the bank i TO: B. McHenry DATE: V. TeGar.tvoort D. Hamlin D. Houghton Shari L. Houk Other FROM: Warren Gonnason SUBJECT: u� Review and report back. See me. Route and return. _ Prepare response for my signature. Take appropriate action. Prepare special report. Set up meeting. For your information. File REMARK:i: y�4110Z Jc). C . .s2�,� /,0 2� �u►� � Clime �. rC.feu c4 a � )O� C,,,ttA/A47 rd,t.�nA•W �%uu+�""*' .�d(3 ?'S E' • �.e,.t�a•r..c aj/.�i.�.�,c,u C.ac�A'�lrC Cr-�+�GI�'-�� JL I 4 r;i�. B. McHenry _ VATE: J. TeGantvoort D. Hamlin D. Houghton ✓ Shari _ L. Hovk -- Other FROM: Warren Gonnason SUBJECT: Review and report back. See me. Route and return. Prepare response for my signature. Take appropriate action. Prepare special report. Set up meeting. _ For your information. File f • �/ REMARKS: _. _ --� /✓ i 5 pV'OP O o=R1. THE CITY OF RENTON a MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON WASH. 98055 0pA ,e AVERY GARRETT, MAYOR 0 PUBLIC WORKS DEPARTMENT O F`f Warren C.Gonnason, Director 94TFD S P'0 Aisil. 18, 1973 Honorable Avery Garrett, Mayor Members of the City Council RE: Eastwood Park Sanitary Sewer Connection to the City cf ker•ton System i i Gentlemen: We have received a. request from Lincoln Savingp'/and Loan to provide sewer services to the Plat of Eastwood Park. The Plat lies just east of the Plat of Glencoe No. 2 adjacent to th/City of Renton. Lincoln Savings and Loan either owns or is holdino�the mortc,age in eighteen of nineteen lots in Eastwood Park. i The Plat has a dry sewer system, whi was required when the Plat was developed, even though ,there s no.place for the line to empty at that time. Nineteen hm[ne s'w c structed and septic tanks and drain- fields were installed. Vow a systems on several homes have failed, creating a serious hea ob em. Those homes, which have became vacant, have been po t d y ng County Health for "Nu Occupancy" until a sewer system is in 1 etV We have sufficient capav6y in our system to handle the effluence f ,m this Plat on an interir basis until the proposed Metro line is installed up May Creek in the/i cinity of 138th Avenue S.L. Lincol- Savings a6d Loan is aware that they are responsible for all. costs ;❑volved ,fin the system necessary to pump the sewage to the Renton System. They , also aware of the fee for the pump station at Sunset and Union A- E4ue N.E. They have indicated that a plan for the necessary lift stati„En and pressure line will be submitted for City approval as soon as jpproval is granteca for than to connect to the City system. Based, the fact that the City has the onlv system available for them toInnect their system to, and that a health hazard does exist, we r anmend that this connection be granted. Annexation to the City of Renton has been mentioned and the bank April 18, 1973 Page 2 officials were not adverse to this suggestion. Very truly yours, Warren C. Gonrason, P.E. Public Works Cirector RCH:Fop TO: 8. McHenry __ Dt B. T%antvoort _ D. Hamlin D. Houghton Shari L. Houk V Other FROM: Warren Gonnason SUBJECT: Review and report back. ' See Me. _ Roue and return. Prepare response for my si,anature. Take appropriate action. Prepare special report. Set up meeting. For your information. File k_.ARKS: LINCOLN FIRST FEDERAL so.W.M EKH STR EET )tO�K4"a AVINGS 6 LOAN. NCCIATIUN . MAILING ADDRESS!I.O.c0K 410 KENT WASHINGTON 7RA1.IaRICH 2440D I -[[A ".[tXX AtL .D.IO[TV MIT .NlL[VYt .C L..[. March 21, 1973 GARY D. GARRISON h '�•.ti ASST. VICE PRESIDENT AND MANAGER The Honorable Avery Garrett RrG 'fiy"' of Renton and +� Renton City Council VR 200 Mill Avenue South Renton, Washington 98055 Re: Eastwood Park Located: S. E. lolst Place lying southeast of 138th AN . S. E. Gentlemen: Eastwood Park was developed with dry sewers installed with the flow to the east toward 138th Avenue S. E. Our request is to activete these dry severe with connection to the existing homes and install a pumping system with a new line to pump the flow west to City of Renton's existing sewer main. We are enclosing a vacinity plan for your study. This necessity has been brought about by the failure of the existing septic systems. This condition is creating a healt' hazard in the area. The health department has posted at least five homes and will not allow occupancy until sewers are in. Homes are being posted as vacancies arise. Since we have ownership of f. properties and are obtaining ownership of three others and have mortgages on 11 of the remaining 12 homes, we are willing to install the system rather than having an LID. We understand there will be a late comers charge which we arc willing to pay. This will be an auvAntage to the homeowners since we can prorate the cost over the entire life of the mort- gage rather than having any large outlay from them immediately. As the situation is row, there is a burden on the homeowners because the homes are not salable in their present condition. I We are willing to abide by all rules and regulations concerning charges and a.:e futher willing to make provision for properties north and south of rastwood Park. Upon completion and incpection of this project we are wi lli.rg to deed it over to the City of Renton. Ver truly yam{s, GARY D. ARRSSON Assistant Vice Preside GDG:cb Encl. LP 1 li I HT S v -5T CNC)OL- r r 3, ii i4 tl •--•— < , t a 0 46 0 0 0 0 0 �e w` • l e, 2 4 S ` 7 c - 35 541 lot V 6T. E .. vd Yv bol a'i 8�al�3�1T}yzse I 1 f ! e S e ) Zpe Z77 Z,q` ,)' 'O , ,2 1 I �f i 17 ,(S ! 4 cj 724 iOi e� ST4 qo IZl ZIS Ci• 1 S ! S . tt zze a S.E. +T 4 2., 1� + , - - Z_ YYq I Vt 3 ' e Z4n f" ZSY »q •f7 . to jqe cro z � :., ,.s cw - t� tS tf t) ti 2 C, 2SS - •Z°e q Y4q r - YGe Z!G i y+ 1 Z6. t •• a se's~at iI!°- =4e zse ztf zl,� 10 _Zo —__ ..____'_"_. •� .. W 4' C .. :.. LeY' 2Cc q taq t Z 204 Igo) 245 4,4, .y. 'f S ' ) S 3 t iS�S S +ot �Itr i�an•1 es "cL°, 08 °e 'o. ,�' t '♦ Zo. :. , i i�O[\10C110 i �0 i0 1 0 fle59 x •) l+ e i NOT 4: qy ' 73 /' 14 l: w iN t.ATM74 D 100 ,/� .. cA \ l2G 84 8. sc. �' sa V �6i 7 tf Z, ze , �(—r \q� 83 82 24 i1 iS f♦ 5!•itif, :L —�� 2f Zt ti 20 •i'i :'f 1'f .k, '4 : I i[T e 71 � 6 9 iO�i!112 iji HiiS,i4'iT i4 5 4 ? � d LI SIC OLN VIRST I( EDEII.i L NEEKFR SIR If' Hyp® r 1 l N -ADORE 5 r ` PCX 6JD 1 tiA\'I\! y A LOAN\1 A\ U( 1 V Ll\ IN WASHIN i N %^.I •U:k'-C:N?IM 1PGM�ht 4C/.T YLC •tPr�Pwf/. • JPP•:1.'l�'�'Y .BCLLCV V[ .C(Ilf I.% •NR".T •N[JO•PVLLY�N •CNC'� Marc:: 2.1 1 f. GARY D. GARRISON ASST. V'CE FRES:'OENJ t AND MANAIFR The Ficnorebie kvc-•-• Gar:'�t'_ A„q •nt...n, das-n;; . Ra: --&Is`.w`;nd 'raric �atr:3: 3. ... I;:ing ^.uthee..t • .astwc)i ra:•k was developed with :-•y ,arw. rs instuii u wiLa ( nt -p':r. ^uma' :1`❑ i'I n_ (,, ei it t?:a -� Rantcn. I�OD` "'D`:•h low P • 2 t I bi '+ ,U 9' S'. L f 2U�' O 68 t � 'x5 H f i e 69 r i I \ 1 ;— 6Z L 52 y`�P58S LS 95 t� L ' x, .1 00 t b Y (71 J1{ , 1' I � � � 9r•2.w111p�r 1 z �zY`<° � xjy� xx Fx i.z�4r�wxl.: 2/ ll•. 4 �o.z �F �n�� �T ""To'!'z,�r r 1 1 t B F rY.'x B o.'b. o PPP 9 C L _-1 _ a� t4 + s i n J v a f J t PETITION FOR CREATION OF A LOCAL IMPROVEMENT DISTRICT To The Honorable Mayor end NOMbers of the City Council City of Renton City Hamel Renton, Washington I Gentlemen: �l The undersigned owners of property adjacent to in the CITY OF RENTON, WASHINGTON between i'51StH and AY all of which lies within the area which may be by law assessed for construction of Sanitary Sewers, respectfully petition your honorable body to cause said Sanitary Sewer to be constructed within the said limits at the expense of the ;Amer$ of the propery in accordance with the laws of the State of Washington and the Ordinances of the City of Rertont said improvement to consist of INSTALLATION OF SANITARY LATERAL, SIDE SEWERS TO PROPERTY LINE AND APPURTENANCES and t0 be made and constructed as per the plans and specifications to be prepared by the City Engineer of the City of Renton. The mode of payment for the said improvement to be by the crertior of an assessment district and the levy of ape el assessments, according to the benef!.ts upon the property inclue..ed in said assessment district, as the same shall hereafter be established and determined, as provided for under the ordinances of the City of Renton, and the laws of the State of Vashin< �n. We, the unc reigned, do hereby set forth and certify that we are owners, according to the records in the office of the Auditor of King County, of property to an aggregate amount of a majority of the lineal frontage upon the improvement to be made and of the area within the limits of the assessment district to be created therefor. Datea at Renton, Ring County, sashington this NOTE: Petitioners must list by lot, block and addition as ow-ad. No signature by agent will be allowed, unless authority of ow or to sign accompanies this petition in writing. !// Yscli r a � ' — ral '� . ,►� � � � �4 � � A + FBI \ ¢� `p .116 +1� • � � �. rl 41 _l om a el /£Z OCZ t �•> � � _ as :eG - ,r,a�' ti� � N/Z .�� L�.r � � � � of-� to Ar ss�L sG /yJrf vice At Of' /f-LIN �{ � G ? I �� ` �i. � O 2j ,C A� ri qS 7i y /I JI.c<N v s� �,�L•Ir t !• �/ t 81 �� L1 vl 9/ G or •. i 9/Z a. / s h f Gs 1f SL dp bS •� V A T4 so /J G// � SU C9 s< •. O i1. '<. LI t�• y i O 09 ,'b9 �J ;r/P- 6f-LY -Ng6__�If'i, pB ! 0 e 7d 1SIOi 3S ° 17 Cl 3 N a } " y � O . T— „ s r7 C/ s� 1 ,� G N GO /, S FF'E f SB 1�9¢4� C4. °y 3 S l./Jff `� Y� sue. Jq,9 -L6 'S .. Lo Sii Zp'p.�. �� ►a Af �rs -tl-to .�' Z o9'i d� �JY6 t' ♦!01 .. A a ♦ a h W +IJ vai O�� I �� 8/ S/ •I Y'/ �/ Z/ // �c O/ N ;i�' r )6C �I� SBZ ' !97 ' F97 782 x /6C • OR, 04 i {t A �'O ,�" 11 ��t ♦ti c yf �9 oc j $ -ld '- i= 3S _�_ i i I J. 2 - 74 co OwNwr i -w� L � RESOLUIICN NO. WHEREAS it is advisable to provide and establish definite guidelines and standards concerning the furnishing of sanitary sewer services to property owners residing outside the present or future City Limits of the City of Renton , and WHEREAS the City Council does hereby set forth such appropriate guidelines for the benefit of the various departments of the City, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF RENTON', i WASHINGTON, AS FOLLOWS : SECTION I: The following standards and guidelines are hereby established and shall be ger.erally adhered to by the various City Departments in dealing and considering applications by property owners for connection to sanitary sewer lines whenever such property owners are residing outside the present and future City Limits, to-wit : A. Hookups to sanitary sewer lines owned by the City may be permitted, upon payment of the appropriate fee set forth by ordinance , together with ldteomer charges , if any , when such sanitary sewer line is located outside the City Li,.its and the property of the petitioning owner is located adjacent to or adjoining such existing sanitary sewer line ; AND PROVIDED FURTHER that the following additional conditions are fret : 1. A written determinationhae been made by the City' s Engineering Departrient that such existing Banitary sewer line is in good, servicable condition and has sufficient capacity to handle such additiona'_ discharge from property owners wishing to connect , and s-ch capacity will be adequate in the reasonable , foreseeable future. Such information shall be furnished unto the Mayor and City Council , together with anv plans that the Engineering Department may have for the development and enlargement or other changes affecting such sanitary sewer lines . 2 . Prior to any permit for hookup , an up to date determination shall be made by the City and/or King County Health Department to determine whether a serious and imminent threac to public health exists on such adjoining or adjacent property requiring immediate remedial action, i .e . , connection to an existing sanitary sewer. - 1 - 3. That there is not available to any such adjacent or adjoining owner any reasonable alternate means to remedy such situation; reasonable alternates may include formation of a Local Improvement District for sanitary sewers or agreement with any other governmental agency to serve such property owner. For good cause shown, the City Council , upon recommendation of the City Ergirteering Department, may waive or modify any of the foregoing conditions . SECTION II : These guidelines and standards shall be remain in full force and effect until modified or amended by the City Council. PASSED BY THE CITY COUNCIL this day of August , 1972. helmie Nelson , City -71r-P.7 - APPROVED BY THE *'.AYOR this day of August , 1972 . i Avery Garrett , Mayor Approved as to Torre: i. Uer—a-r-3 M. o e an, itv ttorney i + I all 2 _ I ' SAN-1 Eastwood lark LID 292 I 'i � � . . . ..: i III it I i l , ANIC r� � P r F�na, A v i i 30" i it E(J C..)� F' Fn En.a'_'- F. MEa.� ( �, ..:. ��_.o� � 1 l•la.�� �4/A 5 A/El Fi C.0 i.v T C L/40 AeaC G € P. ' vNED Ja S:.otT i t u Co -- 1 3 --7S M . c. u P,icr S �- cool PN eAl-r— t9E� / G^'�GCt/a E / /�lA../ �� L. �EloniJ 11JSTAL�_ +JCS Pete-A4"g 1v , b M ? iT- %OAS ►30'i MD 7-"Aa—t Pi !APs AGc_.t 4, ,r 6i1T= VO4L/C j V A A- v C' . T -7:s/,ao eu'r ovTs, /.(/ 'r-4.00 G I<iE. � P� a 1a12ooe . po -si-r-tn ,J Ar Iris=a-rri R Dlr 41N+IC4 6 .- ^77f`c A,So vjr 3 0 T V-1 A R/o^i ACt Qc Tz� - "A I-r-i L. /.l d n/, -m �e �� wqs 1 ' e .s.� i �, II , � x ti -- � � -! ,I SAN-1 LID 292 S-161 7X _L . .� � , � _ � � »; S ,, a � �. 1 ., a� "7 :ri ,. � .. 1 1 i 1 • 4 -1r' .- _ _. _ � 4 �.., �► "�M � - �~ n / �' R � � 2. .( . � � � 4 � _ , A Y • r �i I . 1 Y "I\ A f r I I I (e I� � I - I I fY ill I vow j ., MA f i 144 V� p CO �`� I M1 a. d -'Pr`. � �. i3 ' r 9�..:- 1 SANITARY SEWER VISUAL INSPECTION PROJECT F_A:, I DATE k1 INSPECTOR _l.V-7 LAMP TEST MH TO MH PASS - FAIL- COMMENTS V SUAL INSPECTION — MH PASS FAIL COMMENTS ram/¢ - Y� - - TNT r is �02 Fv/✓R� Esc J : 6.r,��u✓�?fI r��4' r�Ar / .v-fo 74 /NS�AZC a4,ar.C7 116,sr! f',�4C a SANITARY SEVJER SYSTEM LOW PRASURE AIR (EST PROJECT _ DATE INSPECTOR LOCATION LENGTH K C M!"• RESULT D/r I SAN-1 EASTWOOD PA. V - L.I.D. 29 - I I I D5a PO; CO = L FT' FIRST EDITION i w lmoNm Alm- PACIFIC PUMPING COMPANY DIVISION 0F RALT(MORE AI RCOIL COMPANY, INC.,A MERCK&CC). INC. SUES".DIARY <PJ1C0 = LiFTQU1CK-DISCONNECT PUMPS Let PACO-LIFT Type QD nor -clog pumps give your sewage problem the I ft it needs for quiet, dependable service with , ground-level accessibility ! t ij Tempo • The exclusive PACO-LIFT quirk-disconnect pumping system* permits ground-level pump accessibility for �✓ easy inspection or service. Simply attach winch cable to permanent lifting chain, lift unit from wet well, and flush with hose. Pump automatically .seals to Devqn discharge elbow when lowered into position. I `"e P • All major mechanical and electrical components come factory-direct from PACO, insuring complete unit AA responsibility. PACO-LIFT Type QD pumps are avail- sq, Ah a m able with capacities to 2000 gpm, heads to 150 ft, ir and solids-handling capacity to 4-Y4"dia. P ''l• • Provide efficient, economical solutions to raw sewage �✓ & industrial waste pumping needs. Lift stations using �` - �;w; PACO-LIFT submersible non-clog pumps require less a space, reduce material and installation costs, and UM servk eliminate the need for larger more exnensive dry pit ^� i for installations. I • Every PACO submersible pumping unit is backed by 50 years experience in manufacturing non-clog sewage Eadi pumps. PACO-LIFT Type QD submersible pumps 1 feature design simplicity, with high mechanical ad � 04 vantage during quick-disconnect c veie. E t ' 'Patent Pending 'D 1972 PACIFIC PUMPING COMPANY 2 !� PACO-LIFT Type OD lift station is compietely hidden from view, preserving appearance of q surrounding -sa in subdivision developments 1' and urban locations while Prwidng quiet, 1 J reliable service, Weather-proofprovides NEMA 3 deed-Irons t,ol of I I may' Wei provides fully automatic control of "'y lllllli'��ti duplex lift station. External flashing red light signals alarm Comlitipn, lay' Tamper-proof steel plate access door safe- isV•/" guards lift station o i l gu , pens eadly for pump m- t s] sPecnon or service when unlocked. Or 1 n Designed for use with standard pre-nest con • .} i crete piping. 1 � � a L. All valves can be locetod inside wet well to s L eliminate need for adjacent valve box. Llgwd level sensors automatically control Pump operation. Duplex controller alternates pumps during normal operation, extending service life while providing standby capability for abnormal flow conditions. � s c. Exclusive quick Emconil feature• enab'. pumping units to he lifted to ground level tr. is 4 inspection or service without disturbing dis- charge piping.Pumps automatically seal to chs. n . charge elbow when lowered into posm'or. O n ' O r> ' Patn^.t Pending 3 I Upper bracket Iw,th chain hook) sxuret pipe rails at top Access do Permanem hfong cria"n 3vaoshle\ and coat. for all units. Doors piv Sturdc ran guides Gni lock in geed for standard galvanized piping for ea5j l L.I.amper-pr Durable 30 ft. multi-conductor cable standard with all units IStandard Epo ny-saa connector provitlos mechamrahv strong, water right seal for motor r reeds Thermal mwitted protection is standard for all motors 04 Stainless steel hinge pins a'n itanu, aid on all models j { i Corrosion-resistant cyst ,on norm frame a j vides high Moisture sco-rry prom quickly eK'8)acsa warnImpending sent of Imp sent failure t I 8 dynamics Double tandem s,els ptov,de coin- . _ V eration. date internal motor protection nose coupling Insure pm manent _ sift alignment Positwe -0- nng hydraulic seal unuree maximum pump efficientlyHigh _. efficiency , or`pelar mourn directly to motor -nett (Vortex,mPellsr avanabie.) + t Peotorymoumed discharge elbow PACO-LIF= provides perfect pump alignment 's, 3 weather pump con —_-- e Belo-welded sleeves locked to spy position pipe di,rails andsupport pumping unit t . .a is facilitate c -- — I ;lane liglll Panel. 4 i Access: doors are made of steel diamond pattern plate Liquid level sensY ->tre enclosed in it' terproof, ` and coated with red oxide primer to resist corrosion. polyurethane float bulb. Sensors are operated by a Doors pivot open on torsion bars and automatically sealed mercury switch that completes circuit to panel lock in 90' position. Vinyl grip handle releases doors as liquid rises Three sensors are required for auto- for easy closing and interior snap lock provides flush, matic operation of duplex lift station. and are sus- tamper-proof locking with removable key wi,itch. pended at PUMPS OFF, PUMP NO. 1 ON and PUMP NO. 2 ON positions. An optional sensor for HIGH WATER ALARM condition is recommended. alws�ll���� 2 PORT IMPELLER VORTEX IMPELLER Standard 2-port non-clog impe:ler pro- Non-clog vortex impeller has maximum rides high efficiency with two liquid clearance between rotor and volute. passageways. All PACO impellers are Vortex action allows free passage of dynamically balanced for smooth op- fibrous and stringy materials for ab- eratioo• normal pumping conditions. STANDARD PANEL FEATURES • Circuit breakers or fuseable disconnect, • Magnetic starters with ambient compensation • Quick-trip heaters • Electric alternator AUTOMATIC TYPICAL PANEL DISPLAY INCLUDES s Pump running lights \I • Nand-off-auto selector switches PACO-LIFT Type Q lex control panel in Nl_MA • High water level alann light and reset 3 weatherproof enclosure provides fully automatic pushbutton pump control. Dead front panel door can he pad- locked to prevent unauthorized entry. Interior panel •Moisture sensor alarm lights and re.:_t display is logically arranged and clearly marked to pushbuttons facilitate operation. Externally mounted flashing red • Thermal overload alarm lights and reset alarm light (not shown) can be provided with each pushbuttons panel. 9 External flashing red alarm light 2Do0 — Y 1500 System capacities (flow rates) shown db j to 1250 are sufficient to meet user needs for r— ►- normal sewage pumping applications. 1000 z Duplex systems are always recom- f mended for handling abnormal flow w ?50 conditipns, and for providing standby P ' H 625 - capability. Q 500 P _. P4 Q400 pf 300 2 260 NCNB > 200 i U 150 C NU Hoc'.- SNbVd U 100 W7 o 0 20 4C 610 60 100 ��.t 200 300 400 500 Boo 1000 1500 2000 aogo NUMBER OF USERS When camput4tq flow rates for waste water lift applications, remnmher that mail sewage and 'anal waste volume ongir.ates from the z water supply and normal sewage flov, will fail within t 30%of water consumption ?ask watt bow rates of similar or adjacent areas are particularly useful in determinln,;mexitnum pump ranaciry required for the job. PACO-LIFT Type OD wbr.lermbl5 non-clog pumps are recommended tot storm drainage pumping.applications. Storm sweet flow rates:.an be calculated by using the equation, C I A W1 where 0 is flow in gallons-par-minute. ] is average ram intensity in inches-per hour, A is drainage ere,in square feet,and C is runoff dXHf Pict,tit. C w0l vary,with duration of rainfall,surfaet saturation,and drainage time,from 0 6 to 0.95 fa�impervious suriscest,and from 0.2 to O.R for pervious surfaces. When calcuiating Tote] Head. solids in sewage liquid mny be ignored. Figure system t ,1 need,elevation hosa,and pump horsepower 85 though Loser water wem being pumped. 1QD D470-014 t 54 48 3 ' 470-tt 4 2 5a 48 3 D 47015 4 3 54 48 3 2 — — 480-15 4 2'. 6u 48 Th 5 - - -9-11 -- ._ _. _.. _�..�_.. . OD 495-11 4 3 6G 4A 20 10 CID 495-31 4 a GG 54 — 10 QD 41211 4l 72 60- 46 25 Q0415-15 1 4 3 78 (10 — 25 66612-11 - 6 4'1 78 GO — 25 QD 612 1? [> 3 78 1't6 40L. 25 a (]Ll6' — 25 ALL DIMEi4SIONS IN INCHES In the mtercit of product improvement, dimensions and specifications are subject W change without notice. G `s 4 �\41 .11\ �S1A h\ 12-13 • shy � _ � +' � � `6 494 1 480 11 ho - - -478.15 ._ �kN ?NP oro �e re f 415-15 \12-11 \ 612-13� • 612 i 1 0_ \ 495-11� I F, 470-11� * MP 70-15 r The contractor shall furnish and install, as vanized pine rails, upper guide rail bracket, shown on the drawings and described in these level sensor cable holder, rail guided lifting specifications, one duplex non-clog sewage assembly, and galvanized chain of sufficient ejector system of the submersible quick- strength to raise and lower pump. disconnect type. The system shall be designed to permit ground-level removal of pumping A ground level access door and curb frame units from the wet well for inspection or shall be furnished, complete with interior snap service without disconnecting or disturbing lock, removable key wrench, cast steel hinges the discharge piping. The design shall permit I and torsion bar loading. Each door shill auto- the pumps when lowered into place to be I matically lock in open 90' position, and re- automatically connected to the discharge lease w th grip handle for easy closing. Doors piping by positively locking the volute in s' all be steel diamond pattern plate rated for position to prevent any axial or lateral move- a minimum live load of 150 pounds per square ment. There shall be no need for personnel to inch. enter the wet well when pump inspection or service is required. Motor controls shall consist of a single duplex contre! panel in a weatherproof dead-front The system shall include two heavy-duty sub- enclosure. Panel will contain ciic t breakers mersible man-clog sewage ejectors with close- or fuseable disconnects (as specified), mag- coupled submersible electric motors. Motors netic starters with ambient compensated over- shall be designed for use in hazardous Iota- load relays and quick-trip heaters, electric tions and carry Underwriters Laboratories alternator, hand-off-auto selector switches, 604 Class 1, Group D label. Each pump shall have moisture sensing relays, panel alarm lights, and a cast iron volute,and a 2-port or vortex non- externally mounted flashing red light with clog impeller (as specified) designed to pump weatherproof enclosure. Each control panel raw, unscreened sewage and waste products, shall be pre-wired and factory tested. Level The quick-disconnect, feature shall provide a I sensors shall be of the bulb type designed for positive hydraulic seal by means of a neoprene wet well sewage appl;cations. sealing "O" ring located on the volute. Each motor shall be designed for continuous duty Each pumF shall have a capacity of and have tandem mechanical shaft seals and GPM at a total head of ______-_-FT. Motors built-in thermal overload protection. The shall be rated at _—_HP, ._ _ - RPM, inner seal chamber shall have two moisture Phase, ___ _ Hertz, sensing probes. Volts. Pumps shall be designed to pass solids up to _.___ inches in diameter. Each pump shall be furnished with a steel base plate with quick-disconnect discharge Sewage ejector system shall be PACO-LIFT elbow, discharge piping, check valve, plug Type QD ,as manufactured by Pacific Pumping valve, base-welded pipe sleeves, standard gal- Company. PACIFIC PUMPING COMPANY 1 , Main office and lactary 9201 Son Leondro St,..,, Ookland, CA Madln9 Address-P 0. eox 12924, Oakland, CA 94604 PACO Soles Repft a of tes&Distributors in all -� principal 614.thraphoa the U.S, and the hoe world. 1:72 A.L. 5M PRINTED IN U.S.A. E ! SEWAGE PUMP l The contractor shall furnish and install, as s tmvn on the Each pump s 01 be direct connected through a flexible coupling drawings and as described in these specifications, a PACO to not less than a.. ._. __ h.p.vertical, (select one) drip-proof, _.._ _. . (select one, wrgt+• Type NC or Duplex Type totally enclosed weather protected,or explosion proof Class 1, NCD heavy duty automatic no, tug sow: mp, as maou. Group D hall bearing motor, mounted on combination motor factored by Pacific Pumping Company, a .ump having a support base and bearing housing.Motor shall be. _.._ capacity of _-_.---___g.p.m. against a total head of ____ - volts, ______ _.. phase, 60 Hera not over_ -._- r,p.m. feet, Pumps are to be of an overall length suitable for a sump I Motor shall have ample capacity to deliver the g.p.m.and head _._ _ feet deep. - specified and not overload at a 5%reduction in head. Each pump shell be equipped with an enclosed,non�clog type, Main sump cover shall be gastight suitable for a basin gray iron impeller, capable of passing ___. _ " diameter (diameter of ___" or dimension of X spheres, securely locked to a renewable stainless steel pump and include manhole plate and vent flange connection. shaft, which in turn shall be locked to steel main shaft.Pump volute shall be close-grained gray iron and suspended from individual subplate by standard weight Scheoule 40 steel pipe column with machined flanges, assuring perfect alignment SINGLE PUMP CONTROLS between pump volute and motor. Control equipment shall consist of one enclosed, automatic, heavy duty float switch mounted on a rigid support bolted to Pump rotating element shall be carried by grease packed deep- main sump cover and actuated by a copper float with brass groo,.e self-ahgning radial ball thrust bczrio, in duwproof float rod and adjustable stops- Provide a motor control panel housing machined in motor support base. Bottom column in single NEMA enclosure having circuit breaker type bearing at pump shall be renewable, water lubricated, fluted disconnect switch, magnetic motor starter with overload pro- synthetic rubber. For sump depths greater than 5 ft_ pump tecuon ,n all phases and hand-off-automatic selector switch- shaft shall be provided at least every 4 ft, with self-lubricating All controls shall be compatible and furnished with same composition intermediate bearings running on stainless steel NEMA enclosures as motors, sleeves or bronze grease lubricated bearings,with grease piping connection to subplate. Discharge pipe shall be provided DUPLEX PUMP CONTROLS between pump and subplate. Control equipment shall consist of one enclosed, automatic heavy duty float switch and one mechanical alternator, each (For applications where effluent has high abrasive content, mounted on independent rigid support bolted to the main specify PACO PRESSURIZED COLUMN. Substitute this pars- sump cover and each actuated by a heavy coppy float with graph for the paragraph above./ Pump rotating element shall brass float, rod, and adjustable stops. Each pump shall operate be carried by grease packed deep-groove self-aligning radial alternately and if one pump cannot handle the inflow, ball thrust bearing in dust proof housing machined in motor alternator shall start the other pump automatically. Auxiliary support bracket located above the sump cover. Shaft shall be float switch shall operate both pumps in the evert of alternator sealed above the sump cover by deep stuffing box, with split failure. Provide a motor control panel in single NEMA type gl•nd for ease of servicing. Bottom column bearing at enclosure having circuit breaker type disconnect switches, pump shall be fluted synthetic rubber Intermediate main magnetic motor starter;with overload protection on all phases shaft bearings for sump depths greater than 5 leer shall be and hand-off-automatic selector switches. All controls shall fluted bronze. Pump column shall be pressurized with fresh be compatible and furnished with same NEMA enclosures as water supplied through an automatic solenoid valve with water motors. line to column spaced at maximum 4 feet intervals. Throttle bushings at lower bearing allow fresh water purge and prevent pumpage from entering column or bearings. Provide fresh SINGLE OR DUPLEX CONTROLS water supply to solenoid valve at a minimum of 10 PSI above A compression type high water alarm shall be furnished with pump discharge head at a rate of 1 2 g.p.m. mountlon bracket and alarm bell. r ry p ELE✓. jr Gt7a' I � I — To C'OM/- �r O/f''a[Nf/ i h t n CSCC _`aDCCJgI�OY/SJOiY3 fog fioa/ o.v-ro/ Ora�y.va tJsv. I - PACIF LE IC FUMPING COMPANY OAKLAND PORTLAND SEATTLE LOS ANGES DALLAS SPOKANE h' t /� QUOTATION SUBMITTED BY \\ \ti\ \�=��1 DATE T" `l —7 _ TO \'�� . \�Az \��A � 'V ATTN: PHONE OD SS CITY STATE ZIP REQUIREMENTS: .It �ZQ�- � : ly t7�. if--- 1 (` F.D.B( ;, DELIVERY This quotation Is subject to the Berms and conditions stated on back hereof. Fam 82d. 7"70 PPCo. Pnn��d m U's A When placing an order from a quotation more than 30 days a' please -heck the price with us at time of placing the order. 1. QUOTATIONS Unless otherwise stated in the quo- 4. TERMS d, MINIMUM BILLING Unless oC i,,wise tation, all quotations are good for 30 days from their date. stated in tits quotation, terms are net 10th prox. to ap- proved credit. A 1% monthly service chwge will be made on account balances that are past due. The minimum Pat billing chitgge is$15.00.Price sheets iaeaed by the Cone 2. ACCEPTANCE OF ORDERS All orders are sub ect pan, show f.n.b, points, end prices therein are subject to to acceptance by an officer of the Company, and or era change without notice. and deliveries are subject to the Company's regular credit policy. The Company reserves the right to refuse any 5. CANCELLATION OR CHANGES In the event of a order based on a quotation containing a gross error. request to stop work or to cancel any part of an order that has been entered and upon which work has been done, purchaser agrees to pay the Company at Its usual rates for all labor and costs incurred and materials purchased or 1. PRICE POLICY worked 6y the Company for that order, less the salvage a. (k POLICY entered for "deli cry as noon as pros- value tc the Company of the completed or eespartially cora- nr sible" are bi!de'A at the price in cifect as of the date then•Company for extra cost due for any changes reader�anbur by order is accepted and entered, or at the pnee Of our quo- tation purchase•. it entered within 30 days of date of quotation. b. Items manufactured by „s (not including motors 6 of ter buyout cumpo^tits) are Lot, in price for six months from date order ..t entered. With the fore oinq ex- 6. DELAYS We are not liable for delays or defaults caption, orders entered "deliver when advised6'. "hold occasioned by strikes, differences with workmen, fires, fur approval", or with similar restrictions as to delivery, accidents, ielsya or defaults Occasioned by the exercise see billed at the price in effect on the date order is of governmental au,hority or in obtaining materials or finally ml.•ased, wit;i full infunnation, for "delivery as transportation, negligence of carriars, or far any cause coos as possible". Orders entered for delivery' on, Or unavoidable or beyond our, enrol. ..not before", a date more that 30 days after date of order are hilled at price in effect 30 days prior to delivery date specified. 7. RETURNED GOODS No goods are to be re timed e. If an extension of delivery of an order f> re- for credit without our written approval to ad•'....re. Re- quested by purchaser. the price billed will be that in west for return of gouda should state: 1. List of geode, effect at time order is finally released for "delivery its Our invoice number and date, 3. Reason for requ, ting soon as possible' . If a change is requested in the com- return, and 4. Condition of goods (in new saleable con- p,menls of an order• the pace in effect at time of change dition, in original crates or boxes, requiring no re- will spwly to the comporents changed or added finishing?). I, we made an error in shipping yourorder, we will npprove return of the goods, if in new. saleable d. On orders for future delivery. or "hold for ap- condition, provided we are notified promptly upon receipt poval",.,,"deliver when advised", we will endeavor to of the goods. If we can accept other unused goods (not notify ou of or applicable increase scheduled for a due to our error in shipping) if r credit, we will send you future date, to afford you the oppo.tunit• of releasing the authorization for their return, subject to a restocking oru,, tmmedlatel) for delivery soon as possiblef', charge. When an incompleu-, ambiguous, or wrong de- and thus take advantage of the pfr. effectn,e before the fuc ption, Or an incorrect tamp serial number (where incremo-. Thiv will not be povsibl,- in oil ryes. applirabl e, in ordering parts) is given us, any error will be considered as an error in ordering e. finless otherwise stated, tires include the Company's standard packingg for domestic shipment, where require d. Ar extra rliarge is medr for special packing, such as crating for export. S. CLAIMS Claim, must be trede immediate y fol- lowing receipt of goods. We are not responsiAe for f. Applicable ,xcllo. sales, use•, occupation, or brrakage. damage, or shortage after goods a•e delivered other taxes levied upon any transactions will he edde4 to to transportation company -- such claims must he made tire billing. direct to the transportation company by consignee. PACO WARRANTY Each Paco pump or part is warranted metes liquids is beyond the control of the Conn tYT against defects in rnatenai or vorknxunship under pally, no warranty is made as to the life cf a pump normal use and service for a Ix•nod of Leto year rally ing vorrosive liquids. f I+:y after date of original shipment• from our factory '"7_ or branch, when metalled and used to a:cord,00e We cannot he responsible for labor charges with our printed instruct: OUT obligation or other expenses of any kind, losa, delay or any I t under this warranty in Lc d to repairing or damages Yam kind, howsoever and wheresoever rcplac mg, at our onion, without ^barge, Lu.b. incurred, as the result of any defect, nor can we t our factory,an) part of our own manufm lure which make env allowance for labor, transportation, or any d` is determined by the Company to have been deter- -thef charges incurred in the replaverm-nt or repair ``-T rive at the time it wax shipped, pr:,vided imw- of any item, duttr written notice ie given ux uv„n discovery No other warranty express or implied, is such def act. The material clamwd defective aathurized by, or applicable to, this Company. .Pall bit returned to us, transportation prepaid, to establish the claim. All purchased equipme. (equipment not manufactured by ua), including motors, engines, steam turbines, hose, valves, fittings, mc.r%- Nu warranty applie, to, and the Company series,etc.,is wuramed only fur theper,.rU and to is not responsible fin, damage or-wear to pump lire extent, of the original manufacturer s aar- and or allot items caused by candor other ibraslu,. anty, and is subject to all of the terms and con- content in the liquid pumped. As the action of cur ditions of such warranty. '�SSl1►�EtiliCJt `Mtn{ 3 $ °l � 1tki ! 'st"iC�i!i�, ' i9'�i II` 1 1 n . 3 f F A � . 40 47 PACIFIC PUMPING COMPANY DIVISION OF BALTIMORE AIRCOIL COMPANY, INC ,A MERCK & CO., INC.SUBSIDIARY 65 years of experience Every Wet Pit Non-Clog pump manufactured by PACO is bacKed by more than 65 years experience! PACO first began manu- facturing vertical column type pumps back in 1907 to provide San Francisco contractors with pumps for dewatering building excavations in the rebuilding of the City, after the 1906 earth- id quake and fire had leveled it. As pumping demands grew, Pacific Pumping Company expanded their line with non-clog type pumps for trash and raw sewage applications. By 1'20 PACO's wet pit vertical column type pumps had received wide acceptance in I municipalities, building trades, industrial waste treatment and r commerical applications,and a reputation fo•quality performance due chiefly to early improvements pioneered by PACO engineer- ing. These improvements resulted from I :,i O's continued famil- iarity with the pumping needs of various installations,and the de- sire to meet those needs with better construction methods and iarly 1922 Model of PACO duplex sewage elector pump, with special trash type open impellers and materials. automatic float controls. . . . for today's wet pit pumping needs , � ,i Today, that same reputation for quality and lasting ,P performance which rarned such wide acceptance of PACO Wet Pit Non-Clog pump installations over the years continues. Proven standard and optional con- struction features are available for nearly every in- MaP stallation requirement. Enclosed 2-Pon, semropen Chenault, and Vortex impellers provide a complete 4 range of non-clog impellers for various solid-bearing liquids. Extra large stainless stee! pump shah enclosed ! � w in fluted rubber lower bearing is standard construction on Models 370 and above. Ar�uto intermediate bearings with eplaceable stainless steel shaft sleeves for smaller pump sizes, and bronze grease-lubricated intermediate bearings on Models 412 and above are standard. Heavy-duty motor brackets with sealed ball th ust bearings' - g provide moisture and dust protection. PACO-manufactured control panels with numerous d liquid level control optiors provide fully automatic installation control.Many other construction features described in this bulletin make PACO Writ Pit Non- Typical PACO Type NUO drprax watyrit pumping Ina allatlon. Clog pumps among the finest on the market lodayl L' PACO wet pit nonmdog pumps PACO Wet Pit Non-clog pumps are designed and built for high performance, durability, and versatility of operation. These vertical column type pumps are recommended for difficult pump- ing applications including raw sewage, wastewater and drainage runoff, and liquid waste materials with high solids content. Avail- able sizes range from 3 to 8 inches, with capacities to 3500 GPM, heads to 150 feet, and solids-hardiing capability to 5 inches diameter. PACO pumps feature extra large stainless steel pump shaft, fluted rubber lower bearing, and enclosed statically and dynamically balanced 2-Port impeller. Pump volute is close- grained gray iron with thick cross-sections. Heavy steel pump column is accurately machined to provide perfect pump align- ment, with intermediate bearings spaced at maximum 4-foot intervals. Standard intermediate bearings are self-lubricating com- position material for smaller column sizes, and bronze grease- lubricated for larger sizes. Optional intermediate and lower bear- ing constructions are available for specialized pumping needs. Ball thrust bearing is oversized and assembled in a dust and • moisture protected motor bracket located above the sump cover. Single type NC pump )rotor s and PACO Type NCD Duplex Wet Pit Non-Clog pumps are always �� . recommended for standby service, and a, tomatic pump alter- nation to prolong installation life. Each pump is mounted on a gas- tight gray iron or steel subplate bolted to a steel sump cover. it lasting Sump cover is ribbed for strength and includes a standard man- - utance of hole access plate and 4-inch vent flange. All joints are gasketed to c over the provide vapor-tight construction. A wide variety of liquid level i>nal con- controls, pump alternators, and loor or wall-mounted control every in- semi-open panels are available for specific sysrem control requirements. complete Fully pressurized steel pump columns, and PACO Screen Flo d-bearing non-clog sewage ejector systems are other available options. enclosed :straction rmediate tt sleeves I bricated move ale sled ball While PACO Net Pit Pon-009 pump are built to handle a wide rgrga tal rotection. �)T} swage and watewaer by-products, vartteal column typa Mt pitpwnpa am i'wrlerous I h. n m root ta nded fw continuous duty in highly viscous or abraarve;..,b, liquids. I PACO Tyre NCF, NCH. NCP,and NCVU Cry Pit Non-0log pt. s an dw o tOm:rt iC saupled to motw w baennp frame antl recommended for conbounus aperatim. features ,'it Non - ndayl Duplex type NCO pumps J construction features non - PAID Wet Pit Non Clog pumps include as standard construction many -- proven features not found in pumps of other manufacture. An extra-large stainless steel pump daft is standard on Models 370 through 815, and designed to provide trouble-free service for a wide range of pumping demands. Intermediate bearings spaced at maximum 4-foot intervals maintain accurate shaft alignment and reduce deflection.Other construction features described in this bulletin help improve pump performance and prolong installation MOTOR PORT life. Numerous special constructions and metallurgies are available for BRACKET s BRACKET— unusual pumping requirements. DISCHARGE THRUST FITTING ITTING btn "MPodflot ihLYmMSaM Zaire- j Brn'.ia ww"JItlli wAh replgr..rb1a Mratas star a&&;t I Wavng n ata.dard cotate STANDAR »Is ssattdard eoaaUrzetecn en Mode b on Muoab 412 through Bt _ L , )tprqu t4gy, SUBPLATE=Y -- ---- Enclosed 2-Port and on Models SHAFT SLEEVE design provides liquid passagew yconstruction m other special 7�, optional extras INTERMEDIATE 11 ' 1 statically and BEARING . 1 smooth operalL MAIN SHAFT - - stan COLUMN-- PU4IP SHAFT 66 r. ..a LOWER ! ` BEAMING STA IMPELLER Replaceable sta CAP SCREW Models 370 to VOLUTE y WASHER bearings (shuv machined to n, life. NOTE Model 350 lonlTl is avatlable for maximian 5-foot :umP dapth, with no intermediate bearing. Standard CONSTRUCTION MATERIALS Iowa bearing construction a Bronze ASTM B62 70 E NG I N E E R I N PART DESCRIPTION STANDARD FITTED - BRONZE FITTED DI VOLUTE __ CajLlrun ASTM A4864 Gau 30 Cast Iron ASTM A48 4 Gass 30 IMPELLER __._. _ Cast Iron ASTM A48'64 Gass 30 Bronze ASTM 862-70 CAP SCREW AND WASHER Stainless Steel AISI 303 Stainless Steel AISI 303 MINIMUM VOI MAIN SHAFT Pum aft Quality teel AISI G1045 PumpSaft Oua, Steel AI51 C 1045 MAxIMUM IMI fiHAFT SLEEVE Stainlxs Steel A151300 Stainless Steel a',,1304 Mf_NIMUM IMP PUMP SHAFT Stainless Steel AISI 333 Stainless Steel AISI 303 THRUST BEARING Bell Baann - — SOLIDS-PASSI Ball Bearing _ INTERMEDIATE BEARING(MOMIs 370486 Amato mposinon Arguto CompMiNon PUMP SHAFT (MtsrMa 4/28161 9ronze ASTM 862 10 Bronze ASTM 862-70 _ •y� MAIN SHAFT' L 6 A IN dels 37 1 _ Synthebc�i6bbe, - ntheic Rubber SHAFTSLEEv MOTOR SUPPORT BRACKET_ cast Iron ASTM A4844 Class 30__ Cn,Iron ASTM A48-64 Class 30 COLUMN PIPE SUBPLATE(Moths 3WA95) Cast iron ASTM A48-64 Clau 30 _,MoMls 412415) — Steel Plate ASTM A7 gat Iron ASTM A48L4 Gass 30 Steel Rate ASTM A7`_ BALL THRUS' COLUMN _ _—_ Steel Pioa Schedule 40 Steel Rlu ScheduN a0 MAX.DIST.RI DI HARGE PIPE _ _ ___ _ Stae1 Roe Schedule 40 Steel FILM Schedule 40 — 'Models 470-11 I DISCHARGE FITTING het Iron ASTM Ail"" an,30 ."—' (mt Iron ASTM A48fY1 Gau 30 4 1 non-clog impellers P ":O.31 Jeb7a e STANDARD 2-PORT IMPELLER CHENAULT IMPELLER '/ORTEX IMPELLER Enclosed 2-Port non-clog impeller is stand- Semi-open Chenault non-clog impeller Vortex non-clog impeller has maximum and on Models 470 and above. Impeller has streamlined impeller ports for slip- clearance between rotor and volute for design provides high efficiency with two stream performance in liquids containing free passage of stringy and fibrous materi- liquid passageways. Gray Iron is standard wet-strength paper towels,fiberousmateri- als. Vortex action a!lows problem solids construction material, with Bronze and als, and other problem solids. Patented to flow through pump withn it passing other special metallurgies available as impeller design permits solids to pass through ports of convenbonai mpellers, optional extras. All PACO impellers are around impeller eye and edgeless vanes. PACO Vortex pumps are available in a statically and dynamically balanced for Chenault impellers are recommended or, complete range of drive configurations smooth operation. smaller capacity Models 470 and 495 for for severe pumping conditions. Refer to difficult sewage and wastewater applica. Catalog Section D3. tions. standard features ,I 1 0 STAINLESS STEEL SHAFT SLEEVE STAINLESS STEEL PUMP SHAFT Replaceable stainless steel shaft sleeve s standard construction on Renewable stainless steel pump shaft is standard construction on _REW Models 370 through 495 with Arguto composition intermediate all Models, Extra4arge sizing of pump shah provides greatly en- SHER bearings (shown above). Stainless steel shaft sleeve is accurately larged beenng area, and offers prolonged bearing life. Compare machined to maintain proper shaft alignment and prolong bearing PACO pump shaft sizes in table below to conventional wet pit `fe pump designs. Fluted rubber lower bearing (shown above) is B lool standard construction on Models 370 through 815. S/IIbrd -70- ENGINEERING DATA ALL DIMENSIONS IN INCHES PUMP MODEL NUMBERS DESCRIPTION 5 495.11• 61 813 30 {70 110 IE20 {12 •15 812 612 6 —2 HP HP _I1 —1S —il —13 B1 —11 —it 1045 MINIMUM VOLUTE THICKNESS 5116 3/8 318 318 W8 3/e 3/8 3/8 318 3,8 3/8 1/2 5/8 MAXIMUM IMPELLER DIAMETER 4.60 7.00 7.10 7.10 8.20 9.60 9.60 12.00 15.00 12.00 12.00 15.00 15.00 MINIMUM IMPELLER DIAMETER 4,00 4.00 6.00 5.20 5.10 6.30 6.30 9.00 9.00 9.00 8.60 11.50 1'.O4 SOLIDS-PASSING SIZE 13/4 13/4 2 3 21;2 3 3 3 3 4114 3 4 5 PIMP SHAFT DIAMETER 7l8 13I0 13l4 13p 13/4 13l/ 13/4 13/4 13/{ 13/{ 23/1 23/4 4 MAIN SHAfT DIAMETER 7/8 7/8 7/8 718 7te 718 11/B i V8 11/8 11/8 11/6 _!_I/2 11/2 SHAFT SLEEVE O.D. — 7 1 1 1 1 t iA _ COLUMN PIPE SIZE 2 3 3 3 3 3 3 4 4 4 4 8 8 ._ BALL THRUST BEARING 306 306 306 306 306 306 307 307 307 307 307 310 310 MAX.DIST.BETWEEN INT. BEARINGS 48 4B 48 18 48 48 48 48 .-48 48 48 {F 48 'Models 470.01 and 495.01 are available with Chenault 2-port impellers (san.2 dimensions apply). r1 pump capacity inU.S. GPM for building structures and smaller TOTAL HEA pump sizing installations can be determined by basing the total GPM required on the number of water closets serviced. Figures in the table be- Total pump ht low allow for additional fixture requirements up to four times the head,friction he andselection number of water closets listed,and apply to single Type NC pumps � � in elevation be, or to each pump in a duplex Type NCD installation. The National highest point Plumbing Code specifies a duplex pump installation where seven loss in dischar or more water closets are serviced. valves, and f,,, into a Dressunr Three basic calculations are required for proper sizing on27 n of PACO Wet Pit Non-Clog pump installations: 3too FRICTION 17 5125 AS AN EQUIV • PUMP CAPACITY 7150 11200 • TOTAL HEAD 15250 Ar 21 10 25 300 • SUMP SIZE 26TO30 350 31 TO 40 400 PUMP CAPACITY 41 To 50 450 Pump capacity in U.S. GPM for factories, schools, malels,apart- Wawi seepage in amounts up to %> pump capacity can be safely ments, mobile trailer parks, homes, and other multiple structures handled by GPM selections on the chart above, but excessive can be determined from the chart below. Capacities listed are seepage must be added to total pump capacity. For calculation sufficient to meet user needs for normal sewage pumping applica- purposes, soil seepage can he estimated at 7X GPM per 1000 tions. Process wastes,soil seepage,and other service flow require. square feet of clay soil, and 15 GPM per 1000 square feet of ments must be added where applicable. Duplex systems are always sandy soil. Additional service flow from other sources such as recommended for handling peak flow demands,and for providing boiler blowdown and air conditioning drainage should also h, 100-percent standby capability. considered 2000 _ lsoo +1 W 250 — H 1000 Z _ 750 � P a szs - 1.0 !1 Zp S00 - + SUMP SIZE J - Q _ A properly Q aoa T factor. 1. Su• C7 — storage capacity �? 300 - - - — times the pum D �pE• I tween law wau. Z 250 -- ` the drawdown level and top 4 150 U 100 _ TO Y, CN 1 AN MIA FE cRt A D 50 - i ° The chart I �R/ sideratiom cl desl depth: 1. Entt 0 20 40 60 so 100 150 200 300 400 600 Boo 1000 1500 2000 3000 acity and move curve.2. Based basin configun ponding basin c NUMBER OF USERS right to obtain r and smaller PM required TOTAL HEAD the table be Total pump head In feet can be determined by riding the static To determine friction head.calculate the friction loss for all valves ur times the head,friction head,and back pressure. Static head is the difference I and fittings in the discharge line in terms of equivalent lengths of NC pumps in elevation between the lowest water level in the sump and the straight pipe from the table at left below. Add this amount to the he National -Here seven highest point of the pump discharge line. Friction head is the length of straight piping in the discharge live. The table at right loss in discharge line pressure due to hydraulic friction in pipes, below can then be used for calculating total friction head, valves, and fittings. Back pressure (if any) for pump;discharging into a pressurized sewer should be considered. FRICTION LOSS FOR VALVES AND FITTINGS EXPRESSED FRICTION LOSS FOR WATER IN FEET PER 100 FEET OF AS AN EQUIVALENT LENGTH OF STRAIGHT PIPE. li SCHEDULE 40 STEEL PIPE. sram CI Ll 4a 1 Pleiyeb a1441 1.6 i 3bI Se Yf8 )) 1 9.0 i f 3D 037 w pa.w w+a w lei try be safelyCi 21 29 r 4s 63 EI YY+.r41B Mp M4um r 120 excessive Ci -30 l tN s14 142 N'ww calculation Per 1000 bb as 140 l -3 1 349 1 fVipp cr 36 4e 72 aP 120 ]EO 92 4a9 ow re feet of i - ao s.a 9% on swi 4 - 4.2 - _.. _._ _ _ ._.,,..es such as 'au.4�1 swl 40 46 I �'._. iM;... � Id also Le r.0 pe CI x8 3A ar 60 Bn .i.____ 132 IN ! 049 24 aac SagW i S4M LB � 18 1 i i - 7R�" 16A J3J 0�0 r � 4,013 A tA7 'W 1 J3 32 bAe 1.27 a» r4i Ci 23 24 2.0 ;) 26 .._ e.n '6� 0.50 sua 2a ! auI _—_ I s„wf 27.0 NA zas n'rt C. r.0 310 ri 1 3, `0) _ z,0 MID isr 0 { N.0 li 11x0.0 32i 68! tlyip9 C+ 2'20 J1.0 igb wo )4.0 No S. i1.0 I biz I T Snw4tl 1 Cl I40 i' 11) I I ` $1., 94 i2.0 "so 240 Joe CI )) 40A +bo 40 N0 — �— SUMP SIZE SUMP BASIN SIZE SELECTOR t2 I F 33 y A properly sized sump basin should include three basic design ,04 factors. 1. Sump should have a drawdown ratio of 3:1, i.e., theOF storage capacity between high a,id low water levels should be three I I F times the pump capacity for each pump. 2. Allow one foot be- 1: -----I- } LL tween low water level and bottom of sump. 3. Allow one-third of I — 10 z the drawdown depth (or minimum 2-feet) between high water . F level and top of sump. LL I 1 O 9 i e r I � I � rio i Z _ jII 6 p The chart at right includes allowance for the three design coin i a W siderations described above. To determine sump basin section and a I z depth: 1. Enter chart on bottom index at required pump cap- } a acity and move vertically to intersection with desued basin section b - curve.2. Based on installation limitations,select circular or square basin configuration. 3. Move hoti,ontally left to obtain corres pondingbesindeptn for circular sumpbesnts.4. Move horizontally to "' 40 x Be 1N 2B0 fight to obtain corresponding basin depth for square sump basins PUMP CAPACITY IN U.S.GPM 1750 RPM selection chart 115 TOTAL HEAD IN FEET 1 1 1 I% 2 2 3 3 3 5 5 5 7Y, 76 7% 7% 10 10 1C 70 a4 do .1 1 1 1ri 2 2 3 3 3 5 5 5 7% 7% 7% 7% 10 10 10 10 1 1% 2 2 3 3 3 5 5 5 5 7 ?'Y• 7'4 10 1 C. 10 10 10 11 1 1% 2 2 3 3 5 5 5 5 5 7',. 77; 7% 10 10 10 10 l 1 ....�_._..�_..�. r 1 I% 2 2 3 3 5 5 5 5 71: 7Y. 16 10 10 10 10 1 1 I% 2 3 3 3 5 5 5 5 7'.1 7% 714 10 10 10 10 114 2 2 3 3 5 5 5 5 7''. 7' 7% 10 10 10 10 10 11 1% 2 2 3 3 5 5 5 7% 7 . 7% tG 10 1c 10 10 15 20 20 / 1% 2 3 3 5 5 5 5 7% 1'. 7% 10 `10 10 10 15 15 20 20 1% 2 3 3 5 5 5 5 7% 71, 10 10 to 10 15 16 15 20 2:+. 2 2 3 3 5 5 5 7% 7% 71, 10 70 10 10 16 15 10 20 20 11 2v 3 3 5 5 1 5 5 7% 7 s 10 10 10 10 15 16 16 1 20 20 2 3 3 5 5 5 5 7Y T, 10 10 10 10 i6 15 16 ' 20 20 6S 5 7% 7% 7% r 10 .r �16 Ir "i) 20 20 20 7% 7% 7% 7X 7D 7 20 20 20 u • 1, t 7% 7% 7% 20 20 25 1 7% 7% 7% 20 25 25 7% 716 ZD 25 25 25 7% 7% 20 25 25 26 11 25 25 25 25 25 25 25 26 1 1 ffi 25 25 25 25 25 25 --5 2'.; 25 .e1 5:, 010 25 25 25 25 25 25 11 15 15 25 25 25 25 25 30 30 C. :11 15 20 r1 20 , 25 30 30 30 30 •11 15 20 20 20 20 25 25 30 30 40 40 40 , 1.; 20 20 20 25 25 25 30 ,30 40 40 40 40 �. 11 20 2n 20 25 T. -> 10 10 40 40 40 40 40 11 ,120 20 35 25 1 zb .h 40 40 40 40 50 1 20 25 25 25 30...._JO ,.._40 40 41 40 40 50 Wco 30 —40 40 40 40 60- 50_ 50 '5C 40 'K: b0 50 50 b0 60 'Selected 1'50 RPM Models are avalable for capacities to 1750 GPM and heads to 1 t2 W , ,1 Figures shown on f 5feet act charts m this frombulletin ere reeo t,without motor overloading a s an for each condition I r.Rc .,rI hose&away telethons allow for a drop of 5 feet in Total Head from design point,without overloedinq a standard dripproo/motor.Rccommar!_A pump Models � Ishaded &rest) are most economical and efficient pumps at rated RPM's capable of w&inq a minimum 2Y, inch soh . ISdids handling cepab lit. . for each Model are listed in table on page 5.1 For conditions greater than rangq listed un selection charts refer to specific performance curves in Sect•en olb.1 of PACO Ca•aluq I t 1 1150 RPM selection chart TOTAL HEAD IN FEET 11 , 1 1 . 1 1 .1 1 :1 •1 li 1 % % 1 t'S 3 3 3 3 b 7% 7% 7% 7% •7 % 1 t'% 1'6 3 3 3 5 5 7% i% 7% 7% 1% 3 3 3 5 5 7% 7% 7% 7% 1J % I 1'S 8 3 6 6 7% 7;4 7X 7% % 1 1`: 2 3 3 5 5 7% 7% 7% 7% 1 % 1% 11. 2 5 7% 7% 7% 7% 7% 1 1% 2 7% 7% 7% 7% 10 ----_ 20 11 1 116 2 7% 7% 7% 7% 10 20 1 1'/1 2 7'% 7% 7X 7% 20 2 7% 7% 714 10 20 _ 11/1 2 7% 7% 7% 10 10 20 — 11 1% 2 3 !; 7% 7z 7X 10 10 3 5 .� 7% 7% 7% 10 10 20 _. _.____ __ 1 1Y. 3 3 5 5 7% 7t, 10 10 20 25 /1 5 6 'i 7Y. 7% 10 10 10 25 ._._._._..__.._._ b 5 'i 7% 7% 10 10 10 25 .._.�...._. — 5 5 5 7% 7% 10 10 10 25 _ 25 5 5 7% 7% 10 10 10 15 25 11 5 15 714 7% 10 10 10 25 5' 7`i 7Y. 7% 10 10 10 '5 1 'S 7.`S 7% T,5 10 10 15 25 5 71 7% 10 10 10 15 30 .11 5 7% 7% 10 10 10. !R. 30 11 40 :11 10 •1/ 7+s 40 111 6 "1g. �... . _ 30 �0 11 7X to 20 2e 25 30 30 � 30 30 10 15 16 20--70 25 25 A 30 40 40 40 50 ;00 .11 1$ 20 20 25 [ 25 30 30 40 40 40 40 50so -- -- :11 70 26 25 30 30 40 40 40 11.1 20 25 25 25 30 40 40 40 60 111 30 40 40 50 50 50v_. &o -- .—v 870 RPM selection chart single TOTAL HEAD IN FEET 1 „4Ype sump dimei tx ,x 3 s 1 _ t 151 2 3 a IS 1 1% 2 3 —_ 5 5 11 tx �lx ? — 5 5-� - 7;5 7x 7% 70 10 7% 7x 7% 10 10 3�—...6 b 7x 7% 7% 7% 10 10 ALL DIMENSIONS _.._.. PUMP ix 2 3 6 5 719 7% 7% 10 10 10 MODEL 11 _.L_-._ _ 5 !t' 73A 7% 7% 70 10 10 350.370 2 3 `.3 • 5 71/. 7% 10 10 10 470,480,495 1 Y2 3� 11 _ 6 4. 7% 7x 10 10 i0 --� _ 412,415 2 g g $� r 7x 774 10 10 10 612 I1 4�n2 V +3 8 7x 7x 10 10 10 "Up _.._...._ _. .. _—2 5 pl 7% 7% T. 10 __ 10 ,5-- - - - --- 1 2 �' 3 b 76 7% 7% 10 10 15 7% 7% 10 10 10 15 11 2 �~ �5' 5�T�. 7% 7x ,n 10 10 15 type 1 3 6 b 7R 7% 7% 10 10 10 15 `j M __..i.—. 5 °•`-�6 7% 7% 7% 10 10 10 15 dime 11 1% 1 10 10 15 15 :11 10 10 15 15 ' 11 7h 1 0... 15 ,5 15 ALL DIMENatOP 11 _. PUMP MODEL 11 350,370 .11 :11 _. _ _.... -. 470,480,491 111 1D `.�.... 412.415 11 is 20 612 1 1 615 '0 RPM Models are available for capacities to 3000 GPM an i heads to 65 feet. h In thee interest single 4ype FC NT? All VENT IAN L o N MANHOLE sump cover H + L _ J t dimensions 4�4K MOT( MOTOR N CH O,g�;H N--.-e -N NOTE All boll down hole all angle and duplex sump covers are for heifimeh bolts. d ALL DIMENSIONS IN INCHES U'i RO UND SUMP COVER SDUARESUMPCOVER S PUMP DISCH SUMP MODEL SIZE WIDTH COVER BOLT J K L M H J K L M N DIVA CIRCLE 350,370 3 30 34 32 5114 71/2 3 121(4 34 51i4 71/2 3 12114 7b 36 40 38 51/8 03/8 5112 12112 40 5314 77I6 F1/2 121/2 1R 7B 36 40 38 51/4 91/4 51/2 121/2 40 55/8 8718 5112 121/2 187/8 470.480,495 4 48 53 51 2 3/4 9 1/2 12 14 1/2 53 2 314 I 112 1 17 14 112 25 1/2 60 66 64 33/4 63/4 12 14 66 3314 63/4 ? 14 32 4/2,495 q 48 53 51 1 16 12 141/2 53 1 16 79 14112 251/2 60 66 64 2 1 l2 13 1/2 12 14 66 2112 11 1 f2 12 14 32 612 6 48 53 51 1 16 12 14 1/2 53 1 18 12 14 1;2 ?6 t;2 60 66 64 27/2 13l/2 12 t4 66 21/2 131i2 12 74 32 815 6 60 66 64 2 16 12 14 66 2 16 12 14 32 Bt5 B 60 66 64 2 16 12 t4 66 2 16 12 14 32 uplex 4. VENT ,�'—H -� �OISCH 4-VENT O,SCH type NCD M MOTOR N � t!OTOfl + i J-�- sump cover M J • M J " lk dimensions V MOTOR N MOTOR OISCH OISCH K� K NOTE _— '48" round cover ha 6 bot::awn hula with left and right hole as illushated and 4 remaining holes on 60 degree centedina.48"square cover hm 10 bolt-down bola 1 1/8"from each ad". 4 holes on top end 4 hole on bottom have 15 114"cement,with 2 remaining lent sno right holes on cover cwledme. *40" round cover ha 3"vent due to limited spike,and M dimeremn Is 2 1/2".40"square cove has 4"vent 6 1/2"from each edb in bottom right corner. ALL DIMENSIONS IN INCHES ROUND SUMP O R__ ... k VER _ PUMP DISCN SUMP COVER BOLT MODEL SIZE INIDrH OtA CIRCLE J K M H J K K1 N 36 40 38 531,8 105/e 40 53/8 10518 187;8 k350,370 3 42 46 44 12 1 i2 9 5/8 2 48 8 3/4 11 5/8 3 314 22 718 48 53 51 b3/4 115/8 51/4 54 83A 11518 51/4 25718 —_ 42 48e 45314 8318 121/2 3314 48- 8318 121/2 33M 227'B 470,480,495 4 48 b3 51 8 318 12 1/2 51/4 54 8 3/8 12 1/2 5 114 25 718 60 66 34 83/B 12112 71/4 66 11 13112 11 32 72 78 76 11 112 13 114 14 1/2 78 11 112 13 114 14 1/2 38 412,416 4 60 64 9 20 11 66 9 20 11 32 1=--T6- 78 76 95M 19518 141/2 78 95/8 1 5 14112 38 _ 812 66 64 9 20 t1 66 9 20 11 32 678 7' 95/8 19 5/8 14 1!2 78 9 5/8 19 5/8 14 1/2 38 6 78 7r 9 22 14 112 78 9 2 14 1;2 388 9 22 1 1 ' 7 14 '12 if In the interest of product nmprovemert,dim ILS are subject to change without notice. 1,1 sublPlate dimensions E� MODEL DIMENSIONS IN INCHES NUMBER A B C D E F G H N 350 223I8 53/8 7 73/8 105/8 43/8 e 4 7314 370 72 3/8 5 318 8 7 318 10 5/8 4 318 8...4 7 3/4 470 30 B3/8 87/8 97/8 141/8 6 10114 121/4 430 3G 8 318 8 718 9 7/8 14 1/8 6 10 1/4 12 114 495 30 8114 11 114 9 718 14 1/8 6 10 1/4 12 1/4 y 412 43 8 19114 14 21 8 16 16 K-T 415 43 8 19718 14 21 8 /6 16 612 43 1 8 23 14 21 8 16 16 615 48 8 24 15 25 8 12 314 21 815 48 8 24 -18 15 25 8-_- 12314 21 r• -c- +�-e-�i NOTE _ Subplate for NI Models asve 1/� ieh bolt holes,located 1/24nch from edge (u illustrated). Subpiams ;ar Moo.1s So0 through 495 are Cut Iron and 412 through 815 are St". Subolates are 3/8-inch meek except for Modish,470, 480,and 49F which era I/?- h thick. vertical dimensions , 4 NOTE MODEL DIMENSIONS by INCh`S andard b9i contacts . Threaded discharge pipe NUMBER ste^ r and lshmo �ald, yi is sb+ndied A D E level d'OPs be. strucudw `Or Meadele 412 through secw�s through 815. Marshall 364 350 20 r 7 In, +went of n through 495 here ztandard 46 370 30 71/2 J :na, ve pump 1MP? discharge of bow)shown at 14ft1. ,.x1 float swi, 470 30 5 87/8 rnecha�mal 480 35 5 8 7/8 aF°ELRUw - 496 38 5 11 1 412 40 �-5-1 19114 415 40 41/2 197/8 612 42 8 1/2 23 E - 615 42 8'A 24 j l 815 50 8 24 7/8 FLOA' NOTE LEVEL IC Dimension A include.amp corer aM fabplate thickness,standard motor support Control is enclenl bracket,and maximum height of molar most commonly used on each Model,For Polypropylene hr exact size of any mote Mf"to company, aced by a sw i,al ---- 9imensicn B is based on standarl Sfom wmp depth.Longer colwnm are wadable, that compler.s c in 6 inch increments only. For sump depths greater than 28few or less than Shaer ligwd level res. rater to Company. Pumps require Dimension C is distance from bottom of wmp cover to suction inlet.To determine PUMP OFF and L dimension subtract D from 8. tiom for automa SUMM Dimemion D q raeomrmnced vamp c!eo•4nee for sta•,*curl .tallation, pie-Type NCO PI $°a p c Q'P o`� o c+0�O Dimeeion E is distance between motor aM discharge cent %. controls at PUMP oDaooO 0�o eASE and PUMP 2ONu control is reco, In the interest of product improvement,dimensions arE subject to change without notice. WATER ALARM 12 I controls Ar DUPLEX TYPE NCD 73/41 CONTROL PANEL 7314 A wide selection of PACO-manufactured control panels are available for a j 12 1/4 variety of wet pit pumping needs.Specific panel assemblies for both single Type 12114 NC and duplex Type NCD pumps can be provided to meet every installation 121/4 requirement. Typical duplex co­trol panels include circuit breakers or fusible 16 r _ - disconnects, magnetic starters t overload protection on all phases, hand-off- 16 'xj automatic selector switches,level control terminal strips prewired and numbered, �.. " and electric alternator, all in general purpose NEMA 1 enclosure Other options 18 S t include isolated low-voltage control circuit, 21 pump running pilot lights, various high water alarm circuits, and Weatherproof NEMA 3, watertight NEMA 4, or 21 explosion-proof NEMA 7 enclosure. isdip 111412 FLOAT SWITCH 4TQ LEVEL CONTROL Standard licit swir-hr, or bo:� nglr Type NCand duplex Type NCDinsallation;uliM1 i,ncl d-rodtloatlevelassemdies. Adµntable copper ban on vertical b ..ss rod moves trot arm upward as liquid nsm to preset level of float bah. �.'echanlcal rt contacts inside control complete circuit to magnetic starer and start pump.Operation continues until liquid level drops below bell O level.In the event of single pump failure or peak pumping demands ., --- inactive pump is automatically started. MECHANICAL ALTERNATOR COMPRESSION TYPE Mechanical alterndlora duplex Type NCO pumps use CHES standard laahand-,od assembloa as described. Mechanical HIGH WATER ALARM contacts inside alternator complete circuit to magnetic Self-contained compression type high water alarm E lawn er and start first pump. Operation continues until liguiu activates audible alarm when liquid level rises to cps below ba'1 level. Repoat cycle competes circuit through second act of contacts and starts second pump. In Preset Position. Steel pipe connected to alarm 7 the wens of single extends vertically into sump. As liquid level rises pump failure to peak pumping demands y plpeend,ar inside y 8 rod fie pump h automatically sit started.used Auxiliary additball-aion to diaphragm and switch activates bell. One alarm arm __ rod float salter assembly should be used v addition to assembly is recommended for each was pt 8 7/B mechanical alternator for standby end high level protection. installation. 8 718 it 114 ! 19 114 1100 t97/8 24 �� 2 i14 7/8 MICROMATIC ELECTRODE LEVEL CONTROL DISPLACEMENT LEVEL CONTROL Control is housed in watertight enclosure, positioned on vertical FLOAT BULB LEVEL CONTROL ?,I, hed transformer and relay core- haft-inch pipe. Flexible diaphragm I i:iations in NEMA enclosure are located on bottom of control actu- LEVELCONTROL Porcelain iisplacers suspended by I connect d through electrode holder ales ene,losed microswitch.As liquid stainless st wire from spring and assembly to two electrode rods,or Iwei raft above control position, gspmt Ccmrol is enclosed in a waterproof switch assembly provide automatic two insmated electrodes suspended diaphragm ne.nmits increased pros- For polypropylene float bulb,and oper- pump control at PUMP ON and by wire it preset PUMP ON and sure into mechanical movement that ated uy a sealed mercury switch LOW LEVEL OFF positions. As I LOW LE JEL OFF Positions. Elec. actuates snitch and opens a closes a that completes circuit to Panel as liquid level rides to preset position [rode contact with sump liquid electrical circuit, depending on ap 6400 liquid level uses. Single Type NC of upper PUMP ON displace,, I actuates opening and closing of re- plication. Special water ressi-tant Pumps require two controls at duced force on spring activates lay contacts wl energize mag- electrical cable connects switch to PUMP OFF and PUMP ON Posy switch and starts pump. When level net¢starter and automatically start control Panel. Single Type NC Cons for automatic operation. Du- drops to LOW LEVEL OFF dn- and stop pump. Three electrodes pumps require two controls at plex Type NCO pumps:equire three placer position increased weight of and two electrode relays are re PUMP OFF and?UMP ON positions controls at PUMP OFF,PUMP 1 ON, dispacers compress spring and;top quired for duplex Type NCD Pumps. for automatic operation Dude. and PUMP 2 ON positions. Optional pump. Two displacement typ+level Additional electrodes and electrode Type NCO pumps require three control is recommended for HIGH controls are required for duplex relays can be used for high water controls at PUMP OFF, PUMP 1 WATE Ir ALARM condition. Type NCD Pumps. alarm and other control conditions. ON, and PUMP ? ON positions. 13 Pressurized en i 9 column spec i PRESSURIZED FRESH WATER SEWAGE PL1 PACKING SUPPLY GLAND The contractor ' drat gs and In response to demands for a superior shatt lubrication system for critical wet pit pumping needs, PACO has developed an NCD heavy du GASKET advanced method of pressurized fresh-water column lubrica. factured by Pa tion. The PACO Pressurized Column has proved effective in capacity of _ substantially increasing bearing life and ;educing down-time feet. Pumps are in a variety of drainace applications where liquid waste is ---- feet contaminated by excessive sand, abrasives, salts, hot acids, fly ash, and other materials damaging to a typical Wet Pit Each pump sha Non-Clog pump lubrication system. Pressurized Column lubri- gray iron imp cation features low water demand, and a uniqut, throttle bush- spheres, securel BRONZE ing designed to eliminate excessive fresh water usage. shaft, which in FLUTED BUSHINGS volute shall be GASKETS — � � Pressurized subpzed Column Construction All Colum , joints are gasketed. column with insures complete lubrication of all Main shah ci d extra-large pump bearing surfaces with clean, non- shaft are stainless steel construc- between pump abrasive fresh water. Fully pres- tion. Intermediate guide bearings I surized liquid prevents contami- spaced at maximum 4 foot inter- Pump rotating nants from entering column, and vals have bronze fluted bushings, groove self-all gives bushings a controlled en- vironment. Lower bearing constructions housing mach, fluted rubber for standard appli- bearing at purr Main shaft is carried by a deep- cations. Special lower bearing synthetic rubb groove integral!y sealed ball bearing metallurgies are available for hot shaft shall be p S closed a dust-proof housin HAFT g lubricated for-life. Bearing is en water or chemical applications. composition In STAINLESS TEEI cl i MAIN ma- chined m upper motor bracket Throttle bushings at pump-end sleeves or bron located hove :ubplate. connection co create liquid back-pressure inside a, column (see detai! below). Stand between pump oASKET and graphite-impregnated packing a g 913nd enclosed in lower motor (For applicsG FLUTED RUBBER bracket is located above subplate. specify PACO LOWER BE AR;NG nerve Double motor bracket is Standard graph for the �- construction on all Models. Half- be carried by STAINLESS PUMP SHAFTTEEL I _ inch water lubricating line extends ball thrust beat / above subplate, and provid,s pres support brackal THROTTLE L,,,".6A5 Er, surized liquid directly to column sealed above tll 9US at maximum 4-foot intervals.H I NGS """"""""" type gland fog Pump shall be Standard ressunzed Column con. shaft bearings struction is designed for fresh fluted bronze. DETAIL water lubrication throughout.Reg- PUMPING i Throttle bushings prevent excessive ulated fresh water supply of 1-2 40 11111110 water supplied L:GUID -ate• seepages from pnqurirad GPM should be available at mini- aHumn. end permit lateral move- line to column of pump shaft for proper mum 10 PSIC above purnp dis- bushings at to" ��- bearing owraoon. stemnss charge pressure. Solenoid valve ea stl retaining ring holds bush,nrp Purnpage from ,n Place located above subplate can be (rater sul,pl y t• Provided. pump discharge engineers ' specif rations SLWAGE PUMP Th, contracto, shall furnish and install, as shown on the Each pump shall be direct connected through a flexible coupling dras rigs and as described in these specifications, a PACO to not less than a h.p.vertical, (select one)drip-proof, system ------ (select one) Single Type NC or Duplex Type totally enclosed weather protected,or explosion proof Class 1, ped an NCD •navy duty automatic non-clog sewage pump, as manu Group D bat! bearing motor, mounted on combination motor I.Jbrjea- factures by Pacific Pumping Company, each pump having a support base and bearing housing.Motor shall be We in capacity of -__-___.g.p.m. against a total head of __ _. volts, _________.. phase, 60 Hertz not over_____ r.p.m. rr-time feet. Pumps are to be of an ov+rall length suitable for a sump Motor shall have ample capacity to deliver the g.p.m.and head d;te is ---- - feet deep. specified and not overload at a 5%reduction in head, acids, et. Pit Each pu;,p shall be equipped with an enclosed,non-clog type, Main sump cover shall be gastight suitable for a basin in lubri- gray iron impeller, capable of passing _ ._ " dianeter (diameter of _...._ " or dimension of---..,—"X _.__._."), e bush- spheres, sc.urely locked to a renewable stainless steel pump and include manhole plate and vent flange connection. shaft, which in turn shall be locked to steel main shah.Pump volute shall be close-grained gray iron and suspended from indivrwal subplate by standard weight Schedule 40 creel pipe keted. SINGLE PUMP CONTROLS Dump column with machined flanges, assuring perfect alignment istruc.- between pump volute and motor. Control equipment shall consist of one enclosed, automatic, bearings heavy duty float switch mounted on a rigid support bolted to t ir[er- Pump rotating element shall be carried by grease packed deep main sump cover and actuated by a copper float with brass ush cgs. groove self-aligning radial ball thrust bearing in dust-proof float rod and adjustable stops. Provide a motor control panel tioa is housing machined in motor support base. Bottom column in single NEMA _____ enclosure having circuit breaker type d ppli. bearing a: pump shall be renewable, water lubricated, fluted disconnect switch, magnetic motor starter with overload pro- earing synthetic rubber. For sump depths greater than 5 ft., pump tection in all phases and hand off-automatic selector switch. for hot shaft shall be provided at least Avery 4 ft. with self-lubricating All controls shall be compatible and furnished with same cations. composition intermediate borings running on stainless steel NEMA enclosures as motors. sleeves or bronze grease lubri,ated bearings, with grease piping eeinside connection to subplate. Discharge pipe shall be provided DUPLEX PUMP CONTROLS nside . Stand- between pump and subplate. Control equipment shall consist of one enclosed, automatic backing heavy duty float switch and one mechanical alternator each motor (For applications where effluent has high abrasive content, mounted on independent rigid support bolted to the main t.bplate, specifyPACO PRESSURIZED COLUMN. Substitute this ra- Pa sump cover and each actuated by a heavy coppy float with graph for the paragraph above.) Pump rotating element shall brass float, rod, and adjustable stops. Each pump shall operate andar be carried b Is. Half-- Y grease packed deep-groove sell-aligning radial alit nately and if one pump cannot handle the inflow, extends hall thrust bearing in dust-proof housing machined in motor alternator shall start the other pump automatically. Auxiliary .es pres support bracket located above the sump cover. Shaft shall be float switch shall operate both pumps in the event of alternator column sealed above the sump cover by deep stuffn;g box, with split failure. Provide a motor control panel in single NEMA ervals. type gland for ease of servicing. 8ottom column bearing at enclosure having circuit breaker type disconnect switches, pump shall be fluted synthetic rubber. Intermediate . 'r magnetic motor starters with overload protection on all phases inn con- shaft bearingsfor sump depths greater than 5 feet shale ire - fresh / p g and hand-off-automa!,;: selector switches. All controls shall ut.Reg- flirted bronze. Pump column shall be pressurized with fresh be compatible and furnished with same NEMA enclosures as of 1-2 "ter supplied through an automatic solenoid valve with water motors. at mini- line to column spaced at max;mum 4 feel intervals: Throttle mp dis- bushings a., lower bearing allow fresh water purge and prevOnt r. valve Pumpage from entering column or bearings. Provide fresh SINGLE OR DUPLEX CONTROLS <an be water supply to so/enoir valve at a minimum of 10 PSI above A compression type high water alarm shall be furnished with Pump discharge heau at a rate of I -2 g.p.m. mounting bracket and alarm bell. 15 other PACO wet pit pumps PACO SCREEN-FLO SEWAGE EJECTOR SYSTEM `41 TYPE N A fully automatic duplex sewage ejector system, that screens out problem solids and — - -- purges them directly through the pump discharge line. Small capacity Wet Pit Non-Clog pumps can be constantly plagued with stoppages 4+ \y caused by stringy solids, non-solubles, rags, and other excessive forms of debris find a.� in their way into the wet g y pit and obstructing pump operation. PACO's patented ! Screen-Flo, a proven non-clog sewage ejector system, solves this problem by screen ing out solids before they can enter the wet pit and pump. y1 j . SCREEN CAGE The key to Screen-Flo's successful operation is the unique screen cage design, a patented method of separating and re- taining problem solids without allowi,,g them to compact. PACO Screen Flo Type N duplex wet pit non Reverse-beveled perforations in •I,e cage produce a jetting clop seas pr ejector system shown with auto- action from pump discharge that ejects accumulated solids. metic ball and rod Iwei controls. Screen Flo systems ere also available for a wide range of other wet pad dry pit pumping applications. n for to catalog section Df for Scream Flo Data. For a complete submersible non-clog systam PACO SUBMERSIBLE worn ground level accessibility, end ease or NON-CLGG PUMPS maintenance see rho PACQL/FTa Quica TYPE NSC Disconnerr Type QD' Pumps illustrated in Bullet, D5a. PACO Type NSC Submersible Non-Clog pumps offer ' a modern ap.,,ua-h to pumping waste water and raw 1 sewage.The compact pump arid motor unit is installed out of sight in the wet well conserving valuable floor space above the cover plate. The electric motor is especially designed for use with non-clog pumps and carries the Underwriters Laboratories label for use Class 1, Group D hazardous lorations. I � PACO Type NSC pumps are available in a wide range of sizes and capacities and a variety of automatic level t controls and accessories to meet your pumping re quirements. For more detailed information, reter to bulletin Dta.4. I .Patent Pending PACIFIC PUMPING COMPANY PACIFIC PUMPING. OF CANADA a VlalpN Of aNlrep�f N,[(:OII C1NeNNv INc a wF[cf NI rM fVXlO�[N� olvlTd pI 4f�Nga[wINCOn INtFNNW N�caN(OaI(MnfgN P.O. Box 12924 35 Sinclair Avenue ' Oakland, nd, Leandro Street Georgetown, Ontario. Canada Oakland, Le ndroq46D4 U.S.A. 6172 10M A.L. P,,nted in U.S.A. DIMENSIONS 01c1 PACO NON-CLOG PUMPS, WET PIT TYPE NC & NCD VERTICAL DIMENSIONS NOTc MODEL DIMENSIONS IN INCHES TNuaea tlncn.r4a wee NUMBER A D E Imoam 6rlowl�,.unowd too n im Mod,.. 4,2 350 20 5 i mrauen 615. Mosel. J6$ _ Inroupn.%Mre,b ebrdlb 1 310 30 i 19 8 tlruMrye alpow Imown ar 1e111- 47 0 30 5 878 1 460 3S 5 8 7 a 485 38 5 11 I A 4"1 4U 40 5 1314 415 60 41'2 191 L I Blt 42 at 2 23 615 41 I 814 N Bib Su 8 N ir8 xNOTE A I .11 .vep.re mtLr.n..ee-I ra Model F., b.c,.t .na m .,he I.,IVolrn cwnmanly us.a o�aacn Mosel.For Ml.r[.OI anY^m rBlrn lO CumVanymo- 01m.nuen B n b—d on ana.ri 5 pm m a pop Ii. Lwrp.r colum aJ.W. -�- .61-1,1-10-1mt MIRrf or r wmpnd.p,n,erpur In.n 20-IA1 w Iwa man 6 Mr .1n to C mp..' D1m 7 wm t n ant rite horn bm.ur m ..w 1a --1ron rnln.To ee.mme t ' C 6mmeron wb,r.c1 p irom B. �-'T —ee SV V. OI on p f rxcomm.naud pomp Clyr.rr.. Ior eve' ve- n{ta11.UOn. T, 'i ens pimlonE naraurva Wlwwrr moles ani ar.tMr,tmerlrr n. SUBPLATE DIMENSIONS YODEL NENABER A a C O M F 0 N J I N *0 2P3/3 S3/8 i L3re 4318 63/4 7314 ,63N 1 320 22 XS sire 8 36 .3tl _83N i_3. 1434 \ 4 30 3/ L ?i 6 fO1N 12,N 193/4 0\ 6 HDIA 12-0N 163/4 1' 'v_ 14 ,144 ¢i 6 10114 /2.1/4 IP3N 1 4 8 18.1 M 14 8 16 16 're _ + 416 43 8 19-2 14 8 16 16 2B—� 81 43— B j_3= 14_ _ 8 16 IS— 28 616 48 0 N 15 25 8 12 W4 21 1 30 24118 15 ffi— _8 123'4 21 3D NOTE 6obplel.aw ell Models Mar.112-into b/I 1lolel.Iee.eea I/2 rneb irwe sill p — —I—--a— (M Mentra:wO Subple,n for Mo s 350 lnrarpn 4%we Can Iron,aM 412 —A .1.Swe. ;ubq.n m¢Y.318-,o Mo:k ...q,Iy Maaeb 410. el a 4115 of product:mpovement,drmensmrH CERTIFIED JUB NC. r —, are subject to cMnOe wrtnout oouce CUSTOMER CUSTOMER ORDER NO. —�IT EM C� PACO MOD FE NO.1777 DUTY C �pm TDH[ HP=PHORP,��VOIT SI IHa� ROTATION:Cw❑GCWFIBYO DATE E:=___� fH1.IPR1A1 1, Neil I IAt I IIA}'IRI111UA !96' r.halAI I.. I II;IIFil 11 PACIFIC PUMPING COMPANY 1 Bi22 Supii mm es 12/71 Printed In U.S.A. I - i DIMENSIONS D. PACO NON-CLOG PUMPS, WET PIT TYPE NC & NCD SUMP COVER DIMENSIONS,SINGLE-TYPE NC _ M- 4"VENT i �" ,-4"VENT 12 .16 t OL HOLE N MAo NHOLE 1 � + L 1}1II ED + s5° MOTOR * J H N MOT(R + • J DISCH DISCH N N ALL DIMENSIONS IN INCHES PUMP DISCH SUMP ROUND UMPCOVER _ _ M SOUARESUMPCOVER MODEL SIZE WIDTH COVER BOLT J K DIACIRCLE L N J K I L M N 350.370 3 30 34 32 5 14 7 112 3 12114 34 5 IA 7 I/2 3 - 12 114 16 36 40 38 51/8 83l8 51/2 12112 40 53/4 77/8 51/2 12112 18718 36 40 38 5114 91/4 51/2 121/2 40 55/8 8718 51/2 121/2 187/8 470,480,495 4 4S 53 51 2 314 9 1/2 12 14 112 53 2 3A 9 V2 12 14 112 25112 _ 60 66 1 64 3 3'4 i 6 3/4 12 14 66 3 314 6 314 12 14 32 412,415 4 48 53 51 1 16 1 2 14 112 53 1 16 12 14 1/2 25 11/2 60 66 64 21f2 131/2 12 14 66 2112 131/2 12 t4 32 612 6 48 53 51 1 15 12 14 1r2 53 ! 16 12 74 1/2 25 1/2 60 66 64 21 ) 13 1/2 12 14 66 2 1/2 13 1 l2 12 14 32 815 6 60 66 64 ? 16 12___ to 66 2 16 12 14 32 815 8 60 66 64 2 16 1 12 /4 1 66 2 16 12 1 14 1 32 r NOTE All 6olt4own Iola r4 for hNf-itd1� In the interen of pew l�mprpvement,tllmenuons) air.s.b*,t to rb,i W lith"t notic., r CERTIFIED JOB NO. --�� CUSTOMER F_ —� CUSTOMER ORDER NO. --,IT FM�� PACO MODEL. NO. DUTY C _',PM=TDHrI HPF=PHORPM[____]IOLTSE___=]Ha= I . ROTATIOWCW QCCW[:]B YE�DATE I I'HN FIRM 1l1VII'hrWalAg81f7/IIt PI RMi'l., I %I it 1/Killli lr Z i � PACIFIC PUMPING COMPANY W72 S.oa,iieo..12171 Printed In U.S.A. DIMENSIONS D1c PACO NON-CLOG PUMPS, WET PIT TYPE NC & NCD MINIMUM SIZE MOUNTING PI ATES Q --- 5 — D 1TTP / L ,T 1 1G ALL UIMENSIONS IN INCHES PUMP DISCH. HOUND SUMP SQUARE SUMP MODEL SIZE K O S J K_ H O P R — 3 _— 5 20 16 3 4-112 16 19 12 15 370— 3 6-1/8 21 17 2-5/8 T0/4 18 21 14 17 470— 4 6-7/8 24 20 3314 6 20 23 16 19 450— 406— 4 8-3/4 28 20 8 7112 23 26 19 22 412— 4 12-1/2 39 35 &1/4 12 26 38 22 34 415— 4 13 40 36 7 1'-1/2 28 39 24 35 612— 6 14-1/[ 45 41 _ &1/2 14 29 qq 25 40 615— 6 15,1/2 47 43 8 14-1/2 32 _ 45 28 41 �815— 8 15 49 45 0 _ I 15 34 49 3U 45 NOTE Minimum size mounting pates an, sized to com the smallest pze Opening that PumP will peg thru. TMY do not have aithw suh04441 Or manhole.If float control must he mounted refer to company. There e,not enough room for ball and rod control. In the interest of product improvement, dimensions are subject to change without notice. _ CERTIFIED JOB N0. � ------1 CUSTOMER f _ 7 CUSTOMER ORDERI NO. ITEM PACO 1MODEL DUTY HP=PHORPM=VOLTSE::::=H. ROTATION:CW EICCW❑BY DATE --� - THIS PRINT ISVH1,*1 C'ONSTRC'fTION PC Rh1sf, ' NIf CFRTI{IFh Afr 4 1 ! � PACIFIC PUMPING COMPANY 8/72 Saoersedes 12/71 --- Pointed in U.S.A. BIMENSIONS PACO NON-CLOG PUMPS, WET PIT TYPE NC & NCD SUMP COVER DIMENSIONS, DUPLEX-TYPE NCO 4 V[,I / it � N-------�'� / DISCH 4" NT Disc 1 A MCTOR p MOTOR A- + t u, ''0 J -0 J x x H —f M J MOTOR N MOTOR OISCN DISCH fK K —N--+t'• --N ALL DIMENSIONS IN INCHES PUMP DISCH SUMP _ ROUND_SUMP SQUARE SUMP_COVER MODEL SIZE WIDS'H COVER BOLT J K M H J K M N DIA CIRCLE 36 40 38 53/8 105I8 40 53/8 10518 "' 18718 350,370 3 42 46 44 12 1/2 95 2 48 83/4 11 518 3 3/4 22 718 48 53 51 83/4 11518 61/4 54 83/4 11518 5114 25 R8 .- --- .4;L 48' 83/8 121/2 33/4 227/8 -410,480,445 --48-- --53 51 -_ ,83/B 12112 - 5114 54 83/8 12112 51/4 25718 _ � 60 66 64 83-II� 1!1, TT4 66 11 13 t/2 I 11 32 72 78 76 11 1/2 13 1/4 14 1/2 78 11 112 13 114 14 112 38 412,415 4 60 66 64 9 20 11 66 9 20 11 _72 _ 78 76 9 518 19 518 14 1/2 _78 9503 19 518 14 1/2 612 6 J60 66 64 9 20 11 66 9 20 11 32 72 78 J 76 9 5/8 19 518 14 1/2 78 9 5/8 19 5/8 14 1/2 38 615 6 72 J78 76 9 22 _ 14 112 78 _9 22 14 1!2 38 15 8 72 7 76 9 72 74 1/2 7 14 112 38 NOTE '48""round cover has 6 boltdo im holes with late and right holes as illustrated and 4 remaining holes on 60 degree centeriines.48"square cover has 10 boltdown holes 1 118"'from such edge.4 holes on top and 4 holes on bottom have 15 1/4"centers,w•th 2 rer 'it and right horn on COvw came line. "40" round eovw has 3"'vent due to limited spar and M dimension Is 2 1/2".40"square cover has 4"ven; � I ach edge on bottom right corner. All boltdown holes are for halt inchdolts. In the interest of product improvement,dim ,,,.ems are subject to change without notice. CERTIFIED JOB NO. CIUSTOMER CUSTOMER ORDER NO. ITEM� PACO MODEL NO.L —� DUTY PMOTDN� HP=PH=RPMF— 6(I1.TS= ,a= R07ATION:CW 0CCW1:1BYr DATE .,., 1`01. PRINI 5W)7 F'1M CO%I�TRI fT/0% P('RM)SP..i 1 NI10 r f Ruhr. It A PACIFIC PUMPING COMPANY 3 8/72 Supwa,des 12171 Printed in U.S.A. 4000111.— PACIFIC PUMPING COMPANY OAKLAND PORTLAND SEATTLE LOSANGELES DALLAS SPOKANE OUOTAVON SUBMITTED BY— DATE — TO ATTN:_ PHONE -- ADDRESS -- CITY STATE ZIP JOB:— _.- __. REQUIREMENTS: 50 — d I - C,, r--�-, - a A .51(�(� • I ,AA — tll z — �� -- - — 4'��-. \ rt.�,c�"� tom• _ V0.B.�dl t\A. C L4u>td DELIVERY This quotation Is subject to the terms and conditions stated on back hereof. F.—826J 7 70 PPCo. Rin•eu n U.S.A. i PACO LIFT ' SUBMERSIBLE D1 -1 NON-CLOG PUMPS TYPE QD PUMP DIMEN' IONS K PIPE X (8) HOLES rIT 1 d 7}--�DIA E -- 1 ! I o — B C A f �' I o ! W Z o o __— ---_ _ U J H F G Y uvv 1MMEN�p1�9NS LAN "To C 0 E F 0 N J L M N O P 0 MI ] T U I V INX Y 2 p ).112]5 1)J/6 \ }ire p 1/\ 31-111 2P"° 5 1/] IM14 1-L8 14 --?$'$j 2J4 ]l\ tC1l\ o-a/b Nf QTY) J 112 9A/\ 1 \ )-1/P]!\l2d/\ \ \L♦ 214-]W:5 \ v9 DJ4 N4 t 1}VY_. ]/\ ]J/\ trt/Y 35(ftlTY),2M1\DTYI 1/2 31 \ p i�112]/\ f2Jl\ 6 }L) 3 W 31J4 PI 0 1/2 1}f.J IIJ/1 11 1 2FVLN4 3/6 }b/\ trV21 MII\]TYNtlTl0TY1 1q ]t iElf.. \ 2410.14114i4 b 2.3, Q F V 5/6 16V\1 1 9q 36 1 )4 3 112 -1110 ] SllffiOTYN111tlTY1 L1 ffif/ \13 \ 0 1-1/Y 34 15 v610.P2 \ 6 \DJr1 Pf tl 5/6 W4 4-1/2 8/6 ]tr14 1 Lb ] 0 }T/16 trlq \]R10TY1-bgtlOTl) ) ])v'b tl5 \ 0 )-t/2341h i%8141/2 }I/2 S 12 2p0KK:�' 12 5rp 1b1g1 8 3 ]}11. 1 i4. 3 0 41...6 tT, 51IMTY1 ] 31-V 612 8 Il 0.1r2)\ 211 I2 b4 41/2 M PI :r' 12 5r5 y91�5 t 5.5 361/I 1 )4 3 0 M)rlb FI/2 5]1250TY)-Y1210TY) I ALL DIMENSIONS IN INCHES. 'GALVANIZE PIPE TO BE SUPPLIED BY CUSTOMER. '•495 VORTEX HAS REC'iANGULAR BASE PLATE. ALL 01 HER OD BASE PLATES ARE 'ILI' SHAPED CERTIFIED JOB NO. CUSTOMER 1 CUSTOMER ORDER NO. ITEM PACO MODEL NO.L__ DUTY r — _— PM=TDH= s HP=PHQRPM YOLTSL_=Hi 7 t CCW❑BY��DA7E IHIS PRAT fSNOT F(et COSSTNI CI'lT /'(K!v)5/.:1 f 1Lt'CS GFHT7F/f'I1 EN 1 PACIFIC PUMPING COMPAN_ 1 A.i ,L•. Printed IN U.S.A. F PACO LIFT SUBMERSIBLE: NON-CLOG PUMPS TYPE QD MOUNTING DIMENSIONS i I AA CC BB DO —� P IMI HOLES a -EE ANCHOR HOLES 1 S DIA — R N L KK M L 1 3� � ♦ EGGEO 1 P ii I 1 0 +VA')� 1 i T �24i� SLEEVE FOR K WIPE _ 0 *4 _ I I PU'*p DIMENSION S NUMBER MODEL AA BB CC DO EE FF GI JJ KK LJ MM 470 30-3/4 24-1/2 4-1/4 6-1/4 4 7-1/2 3-3/4 4 10.5/8 16-1/2 5-9/16 _ I 480 34-3/4 28-1!4 4-1/8 6-3/8 5 7-1/2 3.3/4 5-3/16 10-5/8 18 6-3/4 495 34-3/4 28-1/4 4-1/8 6.3/8 5 7-1/2 3-3/4 5-3/16 10.5/8 18 6-3/4 VO—D x.. 43 36-1/4 4-1/4 7 — 18 9 1-3/4 14-1/2 18 0 412 42A34-3/4 4-1/4 8 7 7 3-1/2 5-1/4 14-1/2 22 9 415 42 4-1,A 8 7 7 3-1/2 6-1/2 14-1/2 24 10-1/4 612 48 3-7/8 8 8 8 4 6-1/4 14 1/2 1 2 , 9-1/2 ALL DIMENSIONS IN INCHES. 11� — •'495 VORTEX HAS RECTANGULAR 3ASE PLATE. ALL OTHER OD BASE PLATES ARE "L" SHAPED. CERTIFIED JOB NO. CUSTOMER E CUSTOMER ORDER N0. _ — �:]ITEM E� PACO MODE L NO.� DUTY 1G PM��TDM� 14P =Pa=RPM=VOLTS ROTATION:CN ZCCWD BY F DATEI ' �. P4117 1. 1n1 Far( a aV�I Rf(.T101 PlX(YNb 1(SLY:��C6'RTIFI1,II 2 ' I F'_ACIFIC PUMPING COMPANY Palmed m U.S.A. I PA^•+L"I I TPTC SU13Nt�:TiSIL;�.�. or>I .t NON-CLOG PUMPS TYPE QD DUPLEX MOUNTING DIMENSIONS AM 1 14, OAB I AL AJAU AG R ! - -�--- IAN A 1I AP AR AS DIA BASE DIMENSIONS PUMP LAVODT DIMENSIONS PuwP I _ DIMENSIONS MODEL NUMBER AB AC AD i AAE AF A0 µ AJ AK AL AM h . AO AP I� AS AU AV —670 71 /5 15 11/1821]/ 8 1-51:8 8-1I41241,161Yt3/16j t2 21 12-1A B �12- 56 311/6 8.1/2 480 11-1/21 15 111-716 233 6 + v4 . 1 2•1.4 15-31 I+2-i f p3-1N tq 03/8 I12-1 4 M-1/6,14-5/8 O_ W-112 10 405 11.1/2 tfi 11-]/6 23 IB 1-11 . ?-11 153 4 12-3/4�2314 1+03/d 12.114'2t.1/8 4-5/e qp 35.3/ 10 4" 13 3. 211220 t.-1 f2 -4 10 10 10 /. ! 10 /B 1. 11 18.1/�11t a-54 55 3B-1i2, 8 VORTEX` 012 16 112 6-314 "-,"e 30.3/16 13-1/2 11 1/2 2-112 20-1/2 15 30 21 13 13-34 4 le-3/4 72 46,114' 111 415 15-//4I 1B 16-3/4 Lai-3/e 44 1 -12 1-0I4 22-I/4 15.1,2 32-1.211",4 1134 15 to 1, 78 6P1fB 12 �_- 812 153'9 20•LB t7�+116 32:f/1 2 1. ?1i2 21-1/2� t6 32`I 21 /fi 117-n6 27-1/8-I{.ZO-1/8 78 49.3'4 18 A.L DIMENSIONS!h INCHES. 1 **495 VORTEX oAS RECTANGULAR. BASE PLATE. ALL OTHER 00 64SE PLATES ARE "L" SHAPLD. I rCER 1'IFIED CUSTOMER CUSTOMER ORDFQ MO. 71TEMI—� PACO MCCEL i10.1 UJT f -- 1G PMc�TDH�� HP_,Pll=PPM=wOLTSC _1NaC� ROTATION:CW OCC eL�]BV=___ � � lllhTR'ITL. At1f rlAy(rlA:fNf; i'Nlt 1'(l1l'fJ�F+l A7 '�•r tRl7711.1, .44 + ! � PACIFIC PUMPING COMPANY 4 72 A.�. ","d ;r. U.S.e Item D _ Description ____ N / 2 Tyce DD oumP_hlOdel __ 2 2 Rxefver Elbow m O\„� 3 1 Control Peewl SupCurr _.1.L 0. 2 Check Valve D 5 2 Gece_ Valve 1 e _8 1 G., V e Wet We11 O _ _7 2 Lilt_no ChNna �I 8 4 Built,Type Level Sensor 1 COn+rOl Panty vi 10 1 W'vLs�Brtxklt_. 11 2 DiWh&Me Pipes -- 12 1 al Joint Base Plata _ ILEv ' 13 °_ Bmo PI_atn - 1 4 G"Rub -f f 77tP ' 2 Ntre M Aowr3ntt w m Appr Able Cttlles 10" 1 to ,' '$ 18 1 Crncrau Bass 17 2 Guide Rrl racket R wred above 15 ft.Ospd 18 2 Ldti E ye I,J 19 1 Vent Pi_�____ 20 1 DischarfLEBIOw 1 j I " 21 1 We Well Curler —_— ® 0 22 1 llcoess Door 29 1 Inlet P pe 0 r: e tv 24 1 'Tee F tt,V 0 _ 'O -. rt[v`[[[v - 25 1 Spo ttio��, F I O �c w►a� 28 1 Elbow r e l le _ I � L � • 6s G O /�• s a <NOLE$ Ir — / $v W. r� I L M e PACIFIC PUMPING COMPANY M 3 �. PACO LIFTS TYPE OD DUPLEX C) o �1 LIFT STATION WI H CONCRETE o m .v1EE{E•pcarw•NIEON TANK WV" _WET WELL _ y V .uw NouNrTNO eA$t Date Drawnn BTecked Scale Dwg.Number D NOTE: — a ro This drawing Illus'.rates a typwal installation.Modification's 9172 NW CGP I NnM ID- 17312 �n may be needed to comply with heel codes. I iI I M hJ 7 o ' K.r IF % Sd' ft - _ 17 i Slo k 4%3 t roco kl- i s' i BY-LAWS OF REJTOt. c:UNSTRUCTIO-: Co. , I17C. ARTICLE I Office The Board of Directors shall designate anr? the Corporation shall iraintain a principal office. rlu_ location of the principal office may be changed by the Board of Directors . The Corporation may also have offices in such other p1= :es .as the Board may from time to time desig- nate. The location of the principal office o; the Corporation shall ba: i4829 - 128th S.F. , Renton, Washingcon, 98055. ARTICLE II Shareholders_ Section 1. Annual Meetings. At least one meeting of the shareholders sh,.11 be. ;geld each calendar vc, excopt as otherwise doteimined; meetings of the sh,:,oholders shall he held at the registered office of the corporation. The 7egular- anncel meeting of the shareholders for the r : cc*_ion of directors shall b� h,-Ld i�A the registered c 'f.ice of thc corporation on the 10th clay of March each year at 7: 00 p.m. , unless such ;late be e �,Anday or a 1 )1iday in which event such -egular rr:nual meting ,ha.Ll b., hcl.<, on the first business day t: [ter. If, foy any reason, the• reqular annual naetit,g b., not so hell, .r `re may bu helca. on notice, as 1-.cra• �n provided _`or Spr::Cj al ^. sting of Shareho16 ,t n . i CURRAN. LLEWC"cr, JONN9CN 6 CVO N AT.+R XYu AT LkW 213•TN AY/." raw, WA'..99031 AW Section 2 Spe'2ial ^,eetinus . Specia.'. meetings of tl:^ share- holders may be called at ar.y tine by the President , the Board, or t1Lo holders of not less than , 10 b of the voting shares. S•ich special meeting shall. be called not less than 10, nor more thar 30 , days after the receipt of such request in the corporate office; and, if the Secratary ,hall neglect or r,�fus:, to issue such call, then the President, the Board, or the ahu,.rholders making such request for a special meeting may iss:le the ,-nice. Such meeting shall be upon written not.i_c•! , as herein requiror. Section 3. ] •,.I of tteeting. The President or. Board when calling an a .,,,. . t or rn--ciol r_�eting of shareholders shall cause to be deliver- ( �ch ;har2holder entitled to vote at the meeting either personally or by r;.A l not less than 10 nor more than 50 days before the meeting written notice stating the place, �,ay and hour of the melting and, iR th+2 case of a special meeting, the purpose or parnoses for which the meeting is called. Section_ ;. Requirement of Naive -. Any meeting at which all of ; tha shareholders aTo pre,r,=•nt, either in person, or by proxy, or at which th. -�s t have waived notice i writing, shall 1 be a legal meeting for the transaction: of business, notwithstanding notice has nct been given or receiv:,,d. S,.c ion 5. 0-torum, At all meetings of shareholders, a majority .,,. 'ths- stock issuod ..u.d olrtsta=.adiag represented at the m-aeting by shareholders of record in person, or writter. proxy : hall constitute a quorum for any and all purposes, jnclu,linf the election of directors. r: n a quorum is present at any meeting of shareholders, the majority n of the shalos repre-'--II ccd sl;:rll have pnwor to docilie any quL—atiolis, or tags any acC :�u, ex<:opt, only, as otherwise provi.dad by law. I the aDU'}nog e{ ,.. t.liCrlPa, ;1 nl<'tjc� ,�f haxoholdor3 prl -nt !":a\ .t6jou'rn _ s the mooting, `rom timr t.n ,.' he hold -. ';O'dirgly, ;:•iL'u>ut flut.herr notice; the tih; i.ohc'.c9.2rs .,:,r.nt <a duly ei,.uiizl�c' r., �t�.ir.7 n-y CURRAN. KL.M'41% JONN9 N 6 CUN4AN ATTOHI<Y4 AT LAW 213 4..1 AVY.40. , K4NT.WA111,v3031 y� i contir. in to transact business until adjcunrr:iE`nt, notwitclatanding the wit:.Idrawal of shareholders in such nur,ber that 1-,ss t' '.n a quo lm remain. Section 6. Proxie At all shareholders' meeting a shareholder i may vot:+ by proxy execL:ed in writing by the shareholder r by his attorney in fact. Such proxy shall be filed with th. Secretary of the Corporation before or at the time of th^ meeting. Unless other- Wise provided in the proxy, a proxy shall be invalid after 11 months from tle date of its execution. Section 7. Voting of Shares. Shareholders of record may vote at any meeting, eit�ier in person or by vritt-n proxy filed with the Secretary before such meeting. Each share shall be entitled to one (1) vote on all questions. Section 8. Presiding officer at meetings . The President, or in his absence, the Vice=President, providing the vice-President is a director and shareholder, or, in the absence of the President and Vice-President, a Chairman elected uy the shareholders present, shal? call the meetinU of the sharehold rc; to ordc:- and shall act as the presiding officer thereof. Section 9. Secretary of Moetings . The Secretary of the cor- poration shall act as the secretary at all me_-tings of the shareholders, and in h.Cs ahsence the prosi_ling officer raay appoint any person to act as secretary. Section 10. Action by Shareholders VTithout a Meeting. Any a:ctio required to be taken at a In,4,y bd taken wltho,,;t• a I, meeting if ail shareholdt^ .i c=ititleci to vote thereon consent in w:ritim{ to the acci.cn o taker. Any ::uch conse.lc shall be inser. t�)d �n tha minute bc-, :. as i it :Oro the 1!1'-11 L:t'e5 of c f.Iiar oholde Ys I'leci:inci. GIIRRAN. KLEWFNO. JbNNAON A GURRAN ATT(.RNTTR AT LAW .%I 4TN ATE.$0. KANT.WASN.98011 llyli w ; 3 s w f "f ARTICLE III Directors Section 1. General Powers. The Board of Directors shall have the supervisory control and general management of the affairs and business of tl,- corporations , with power to exercise the fu: .:ti.ons thereof, and mr,ke rules and regulations therefor, not inconsistent with these By-Laws, the Articles of Incorporation, or the laws of the State of Washingt -)n. Section 2. Number Tenure and Qualifications. The directors of the corporation shall be ) in number, who shall constitute the Board of Directors, alld who shall be elected, by ballot, at the annual meeting of the shareholders, or at any meeting of shareholders, as hereil:abovE provile(i• The three persons receiving the highest number of votes at any election shall be declared the t'I�e� 3) Ilf directors Cf the corporation for the ensuinc, year. A director need not be a shareholder, and no oath of office, by any director, shall be req• ired, except as provided by law. e term of office of each director shall be for one (1) year and until his successor is elected and qualified, unless a director is elected merely to fill a vacancy i for a lesser specific term, li Sec-!'ion 3. Vacancies. llhenevo- Inc,, any vela shad happen among the direc`:crs by death, resignation, or otherwise, except by removal and the election of his successor, as 1310vi.ded by R.C.W. 23. 36.040 Of the Uniforr;i Busin,�_;s Coruor. tion Act. of the State of Washington, it. shall be filled by appointment by the D >>ri of Drectors. Sucl. directors co appointed shall. laold office until his successor is o->lected at tha next annual meeting of the shllctders , or and• special meeting dull, called for that parpo:;:, I,ricu- thr, kn. Sect:1 Quorum tl❑ci PJit.t Ve L. 'The roqular 111coti.ng of � the 13card cc Director:, eh<l l Lh hc!ld .1t the rctiistarad o`fi.ce of th„ corpora Lion , aria may YJe Ijejj Ili: sUC. Otl-,e p1. andl ,It such CUKIAN. KLEWiNO• JOHNS,'N R CURRAN ATTORNS✓%AT LAW •.• 4TN At l..p. ,&Mr.WASH f.9091 B'�laWS - L ♦ . times, as the Board, by vot" may determine. Special meetings of the Board of Directors may be held at a1:y tim, or place, when called by the Pre- � ' ent, the Secretary, cr any two (2) Directors. Notices of special meetings of the Board of Directors, stating the time, place and, in general terms, the purpose or purposes thereof, shall be mailed, personally delivered, or telepho ,ed or telegraphed, to each director, not later than t1e day before the day appointee for the maeting. An entry of the service of notice, given in the manner abova provided shall be made in the minutes of the proceedinq.� of the Board of Directors, and such entry, if read —id approved at a subsequent meeting of the Board of Directors, shall be conclusive on the question of service of notice. If all of the directors shall be present at any directors' m^ ng, however called or noticed, and shall sign a written cons t theret(. • which is entered on the record of such maetih.g, or, if the ijority of directors are present, and those not present sign a NTritten waiver or notice of such meeting, wliether prior to, or after, the h.)lding of such meeting , which said waiver shall be filed with the secretary of the corporation, -..nd entered on the records of such meeting, any busiv�T,s may be .Lansacted at such meeting, and shall to as valid as it had at a meeting legally call 1 and noticed, as herein provided. Section 5. pt,,.nner of Acting. A majority of the Board of Directors shall constitute a quorum for the transaction of business , except as otherwise provided by law, but a lesser numb^r shad be sufficient to fi- 1 any vacancy on the Boal-d of Uirc•ctur> , or to a(l ourn any meeting thereof. Vian a me ')as been adjourned by those m tubers of the Board of il? -r.;,ant at such meeting, and when a q'.ioru.;1 shall attend on th(: day of such met.Ling , any busirhe,;s may be transacted, which 11, IIil tr Calsactud at the moeting , 5 had the same hcvn held on tli(- day on h,ihich the sa;t:e ::as originally appointed. ra all reeLings, of tl)t: B'I'lyd O' D1 rC CtCh 1'S, lC h Director shall be (-.nth tle(i to on, vote only ive of th^ of CURPAN, RLEWENO, JOHNSON N CUkRAN AWORNKYA AT LAW fO •,N AM$O. 11t11_.h.•,-�i . . ".r.WARN.99b:11 .1 ' shares of stock, if any , owned or represented by such director. Section G . Action by Directors Without a Meeting. Any action required or permitted to be taken at a meeting of the Board may be taken witroi.t a meeting if a written consent setting forth the action to be takeri is signed by each of the directors. Any such written consent shall be inserted in the minute book as if it wore' the minutej of a Board meeting. Seo�ion 7. Removal. Any director may be removed with cause by the vote of a majority of the shareholders having voting power, at a special meeting called for that purpose, and, upon such removal, a vote of the sharehold^_rs at said meeting may at once I;e taken to fill such vacancy or vacancies. No reductior. < f the authorized number of directors shall have the effect of removing any director prior to the ezpiracion of his term of office. Section 8. Resignation. A Director may resign at any time by delivering written notifi.^atiori thereof to the President or Secretary of the Corporation. Resignation shall become effective upon its aocep- tanca by the Board of Directors; provided, however, that if the Board of Directors has not anted thereof: within ten days from the date of its delivery the resignation shalt upon the ter:;.h day be deemed accepted. Section S Presumi,ciun of 7,seinni . A Director ol. the Corporation who is pre - .t at a nleet.ing of tip � Board of Directors at which action on any corporate matter is tal.en BhaJ.I Le t,r_esu-aed to have �::;sented to the action taken unlet;s his dissent sha" be e.nteroe in the minutes of the meeting of unless he shall filc hi:; writt^n dissent to such actin:) th the person acting as the sE�crecary of the me,!ti.nq adjourni-wnt theraot or shaI irc' suclL -I"' ;cnt by regist:. cd n,c. i2 to th_ Socretary of L11, _oc ,or :JE❑, i T. 1r.(liat_ly :;ftcr of the 'j. 3ull :h ri�;'.it Lo cki5sE`11 ' SLal; II(A- il')'oly Lo Dii-ecto," '.410 3 l a"'Or Of SU<:)1 aCt.ien. c ORRAN. KLEWFNO. JOn 4SO14 & CURRAN •AN&V. AT LAW p15 AlN 71[ so, y KCNY.WA,N.9BO31 Section 10. Compensation. By resolution of the T3oard of Directors , tile Directors ma,, be paid their expenses, if any, of attendance at each meeting of the Board of Directors, and may be paid a fixed sum for attendance at each mceting of the Boaiu of Directors or a stated salar is Director. No such payment shall preclude any Director from serving the: Corporation in any other capacity and receiving compensation therefor. Section 11. Errergency Power. When, due to a national disaster i or death, a majority of the Directors ore incapacitated or otherwise unable to attend _ne meetings and function as Directors, the remaining members of the Board of Directors shall have all the powers necessary to function as a complete Board, and for the purpose of doing business and filling vacancies shall constitute a quorum, until such time as all Directors can attend or vacancies can be filled pursuar.',� to these Bylaws. �I a Section 12. Chairman. The Board of Directors may elect from its own nurlber a Chairman of the L'oard, 47ito sh side at all meet- ings of the Board of Directors, and shall per, . .. other duties as may be prescribed from ti,ae to time icy the of Directors. ARTICLE IV Officers jSection 1. 11ti; ' a. . The off cers of tha. Corporation shall be a. President, one or mor • Vita-Presidents , Secretary, a Treasurer, and a general ecsnsel, eac' of whoa .,hall be elected by a majority of th,: Board of Directors. Such other officer. and assistant elf tors a, ivAy be deerae+l necessary Wray b- elected or ap oii.ted by the t;c r? of i Directors. Ir its discretion, the Board of Uirecto>:t• may lea„v_• unfilled for any :-uch period as it may det�!rinu any of Pic•, except th-no of President and Ar_y t.wo of n,.r:e oP_ic•r_ may b h,-ld by the same per• on, exec;>t the off ice:, o t're::id:.:.t ;r,d F-crot�— _ OfSi (:0.3%, r :;:ay on. may riot be di., . cL .., or s: . r•, 1toLk; t.:; t Coi1>orat ; oit. CURRAN. KLEWENO, JOHNSON h CURRAN AT rOH.ors AT LAW 211 ATH AV{.60. KSRT.WASH.%?031 SAN-I LID 292 S-IGI 8 Section 2. Election and Ter.s of. Office. The offi.cers of the Corporation to be elected by the Board of Directors shall be elected ` annually by the Boaru of Directors at the first meeting of the Board of Directors held after each annual meeting of the shareholders. If the election of officer: shal' not be held at such meeting, such election shall be held as soon thereafte±- as convenient. Fach officer shall hold office until his successor shall have been duly elected and shall have qualified or until his death or until he shall resign or shall have been removed in the manner hereinafter provided. Section 3. Resignations. Any officer may resign at any time by delivering a written resignation either to the President or to the Secretary. Unless otherwise :,pecified therein, such resignation shall cake efect upon delivery. Section 4. Removal. Any officer or agent may be removed by the Board of Directors whenever in its judgment the best interests of the Corporation will be served thereby, but such removal shall be without prejudice to the contract rights, if any, of the person so removed. Election or appointment of an officer or agent shall not of itself create contract right, . P,ny such removal shall require a majority vote of the Board of Directors, exclusive of the officer in question if is also a Director. Section 5. Vacancies. A vacancy in any office because of death, resignation, removal., disqualification or otherwise, or i a new office shall be created, such vacancy may be filled by thc_ Board of Directors for the unexpired portion of the term. SJCtion 6. Prc_:J dcnt. Th., President shall be the chi^f execu- tive and . d;inistrativo officer of tho coi,ipany and subject to the 1'1-1:�rd' s co v.rul, shall supervise and control all of the bu,incss and aM i rs of t,'i• cor ,orati nu. Ile sh,311 prer.ide at all rac^::ii:;;:; of the , stoc%holder.> and, in the ab�.enc.- o- tne. Chaixwan of the Board, at meetings of ti botr.-d of, 1'i rectors . ilr sh„ll exerciso suet duties CVRiAN. KL � JONN60iV b M1 ATT 011M 6.! A MS ATM A9[.! KIN',W. H.08031 . B.,latos — 3 •, as cu.stonarily per`_ain to the office of President and shall have general and active supervision over the property, business, and affairs of the company and over its several officers. lie may appoint officers, agents, or employees other than those appointed by the Board of Direc- tors and r..ay delegate his authority for the performance of routine business except as prohibited by law, or by the Board of Directors. He may sign, execute and deliver in the name of the company powers of attorney, contractu , bonds and other obligations, and shall perform such other duties as may be prescribed from time to time by the Board of Directors or by the Bylaws. Section 7. Vice-President. The Vice-President shall have such powers and perform such duties as .nay be assigned to him by the Board of Directors or the President. In the absence or disability of the President, the Vice-President designated by thy. Board or the President shall perform the duties and exercise the powers of the President. A Vice-President may sign and executc contract and other obligations pertaining to the regular course of his duties. Section 0. Secretary. The Secretary shall, subject to the dirnctior, of a desig,iatsd Vice-President, keep the minut,�s of all. meetigs of the stockholders and )f the Board of Direct -s, and, to the ertcnt ordered by the Board of Directors or the Prea_.len`, the minute.; of meetings of all committees. Ve shall cause notice to be given of meetings of stockholders, of the Eoard of Directors, and o` any committee: cppointed by the board. He shall have custody of the corporate seal and general charge of the records, documents and pane -s of the company not pertaining to the performance of the duties vested in other officers , which shall at all reascnable times be open to the examination of. any Director. lie may sign; Dr >xecuto contracts with the Presidc:.t or E, Vir_c-President th^,rLunt.o authorized in the narie of the tom ny and affix i 1 ;cal of tl e c. r;;, +ay thereto, He shall per- fol-n suci: otter dne_S.OS a; rto h pi.es rit:;:<i frcra time to tir:c: t.y the CURRAN, NUEWENO. JOHNAON ! CURRAN ATTORNIVS AT LAW k a.. ATN Avg.so. i3�•].,;-.i3 — � NaN r,1YA�N.uses+ Board of Directors or by the Bylaws . Ile shall be sworn to the faith- ful discharge of his duties . Assistant Secretaries shalt assist the Secretary and shall keep and record such minutes of meetings as shalt be directed by the Board of Directors. Section 9. Treasurer. The Treasurer shall, subject to the direction of a designated Vice-President, have general custody of the collection and disbursement of funds of the company. lie shall endorse on behalf of the company for collection checks, notes and other obliga- ttions, and shall deposit the same to the credit of the company in such bank or banks or depositories as the Board of Directors m,ty designate. He may sign, with the President or such other persons as may be desig- nated for the purpose by the Board of Directors, all bills of exchange or promissory notes of the company. lie shall enter or cause to be entered regularly in the books of the company full and accurate account of all monies received and paid by him on account of the company; shall at all reasonable times exhibit his books and accounts to any Director of. the company upon application at the office of the company during business hours; and, whenever required by the Board of Directors or the: President, ,hall render a statement of his accounts. lie _hall perform such other dutic,s as . .-y be prescribed from time to time by the Board of Directors or by the Bylaws. lie shall give bond for the faithful verformance of his duties in sr:ch sum ar.. with or without such surety as shall be approved by the Board of Directors. Section 10. Gen(-,-al Counsel. The General Counsel shall advise and repi.es nt the company generally in all legal matters and proceedings, and shall act as coumecl to the Board of Director:; and the Executive Com:rittc2. The General Counisel may sign and execute pleaiiings , po.rers of attorney port +ining to legal matters , and any other contracts and docum :rL- in tlQ rcclul,,. course of his duties. Secti.cn 1- . Other Ocficers . Other o[fic::rs shall Pcr`or;m .uel: duties and h;;ve such p',crs n:; may b ass.ign; ,° la t +i.t by the Buar:i CURFAN. K_+•W6Nq JOHP{ON F GURNAN ATNPN[V•I.T 1.AW EO tCf.,V4.)B. liv l -1 er:+ — 10 KINT,W..1.98031 of Directors. Section 12. Salaries. The 3alsri.es or other compensation of the officers o2 the corporation shall be fixed from: time to time:- by the I Board of Directors, except that the Board of Director ,, may delegate to any person or group of p,:�rscns the power to fix the salar s or other compensation of any subordinate officers or agents. No officer shall be prevented from 1 ceiving any such salary or compensation by reason of the fact that he is also a Dir -ctor of the corporation. Section 13. Surety Bonds. In case the Board of Directors shall so require, any officer or agent of the corporation shall execute to the corporation a bond in such sum, and witf. such surety or sureties as the Board of. Directors may dir:ct, conditioned upon the faithful perfcrmance of his duties to th% corporation , including responsibility for negligence and for the ac-;ounting for :all property, monies or securities of the corporatioa which 'nay come intc his hands. ART'CLE V Con:.d tteas Section 1. Executive Comrsittee. The Eoacd of Directors nay appoint from ar�oug its members an P.::ecu .,N : Corinittee of not less than two nor more than seven memh. rs , one of whom shall be the President, and shall designate one of such nictmb-,rs as Chairman. The Board. may also designatc cn,x or more of its members as alternates to serve as members of the Ei:ecuti.v,� Committee in the absence of a roc,ular m-�tmbor or members. Tae Board of Dircctors, reserves to itself aloe-- the power to declare dividen3s, i:aeuc. stock, recoamtend to stockholders any action requiring their approval , change tiro memb,:�lo-hip of any c<mlruttee at any time, fill vacancir ; th,.r,_in, and dischnrge any committee either %.ita or, withoct cause at, any ti.r,r::. Subject to the foregoing limit3- ti.ons, the i::.0 Cl1t:iVi? Cc,i, ittei` shall possess anf1 exei:oi.:ia all other powers of Cho Board o`. during tha int:ex"vlis het cn CURI.AN. KLLW►NO. JOH'�90R h CURRAN AT,.W."• 4T LAW all 41" W.W& tt� kr!.q WASH.",BDO�1 '•• `w it Section 2. Other Committees. The Board of Directors may also appoint from among its own members such other committees as the Board t of Directors may determine, which shall in each case consist of not less than two Directors, and which shall have such powers and du.ti.es as shall from time to time be prescribed by the Board. The President shall be a member ex officio of each committee appointed by the Board of Directors. A majority of the members of any committee may fix its rules of procedure. ARTICLE hI Contracts, Loans, Checks and PL;?�sits Section 1. Cortracts. The Board of Directors may authorize any officer or officers, agent or agents, to enter into any contract or (-xeaute_ and deliver any instrument in the name of and on behalf of the corporation, and such authority may be general or confined to spo,Afic instances. Section 2. Loans. No loan or advance; shall be contracted on behalf of tLe corporation , no negotiable parer or other evidence of its obligation under any loan or advance shall be issued in its name, and no property of the corporation shall be mortgaged, pledged, hypothecated or transferred as :security for the payment of any loan, advance, indebtedness of liability of the corporation unless and except authorized by the Board of Directors. Any such authorization may be general or confined to specific instances. Section 3. Depoaits. All funds of the corporation not other- wise employed shall be deposited from time to time to the: credit of the corporation in such banks, trust companies or other depositories as: the Board of Directors may select, or as may be selected by any officer or agent authorized to do so by the Board of Directors. 1 S-vi.non 4. Check-- and :)rafts. All notes, dre?,.t S, arse?ptanees, ch cia, ordorsoments; acid evi6cr,ces of ina btcdr.vs:; of the corporatior. sh,111 be sir,:cad by such ofCicor or nfti .ers or such a:{gont or agents CURRAN. RI A WCNO. JONNSOY k CUFRAN - AYTOAM{Y{AT l 4 I{{NL Wr lM.fROJi Tsyl::nas 2 4 Y�• of the corporation and in such manner as the Board of Directors from time to time may determine. Endorsements for deposit to the credit of the corporation in any of its duly authorized depositories shall be made in such manner as the Board of Directors from time to time may determine. Section 5. Bonds and Debentures. Every bond or debenture issued by the corporation shall be evidenced by an appropriate instrument w'nich shail be signed by the President or a Vice-President and by the Treasurer or by the Secretary, and sealed with the seal of the corporation . The seal may be facsimile, engraved or printad. inhere e•1cti bond or debenture is authenticated with the manual signature of an authorized officer of the corporation or other tri:stee designated by the indenture of trust or other agreement under which such securic1 is issued, the signature of any of the corporation' s officers named thereon may be facsimile. In case any officer who signed, or whose facsimile signature has been used on any such bond or debenture, shall cease to be an officer of the corporation for any reason before the same has been delivered by the corporaton, such bond or debenture may nevertheless be adopted by the corporation and issued and delivered as though the person who signed it or whose facsimile signature has been used thereon had not ceased to be such officer. Section 6. Loans to officers and Directors. No loans chail be made by the corporation to its officers or directors, unless first approved by the holders of two-thirds of the shares , and no loans shall be made by the corporation secured by 'its shares. ARTICLE VII Capital Stocl; i Section 1. Certificate of Shave. The shares of the corporation shall he repro ented by certificates preps:rcd by the Board of Directors and s_Vnr d by the rresident or tit_ vice -Pr sident and by th.,>. ue.^rutiry with the se al c" the corporation or a is s;I- C! he CUARAN. KI c�. c, , JOHNSON ! CURRAN AYTORAMY•AT UN 216 ATH AVE.b. KCNT.WASH.9803 13 signatures of such officers upon a certificate may be facsimiles if the certificate is countersigr.ad by a transfer agent or registered by a registrar other than the corporation itself or one of its employees. All certificates for shares shall be consecutively numbered or other- wise identified. The name and addre3s of the person to whom the shares represented thereby are issued, with the number of share:-, and date of issue, shall be entered on the stock transfer books of thu cor- poration. All certi,-icates surrendered to the corporation for transfer shall be cancelled and no new certificate shall be issued until the former certificate for a like number of shares shall have been surrendere i ..r = -d destroyed or multilated certificate, a new one may be issued tY .r f >r upon such terms and indemnity to the corporation as the Board of Directors may prescribe. Section 2. Transfer of Shares . 'transfer of shares of the corporation shall be made only On tr ! stock transfer books of the corporation by the: holder of record thereof or �y his legal representa- tive, who shall furnish proper evidence o,' authority to transfer, or by his attorney thereunto authorized by powe`- of attorney duly executed and filed with the secretary of the corporation, and on surrender for cancellation of the certificate for such shares. The person in whose name shares stand on the books of the corporation shall be deemed by the corporation to be the owner thereof for all purposes. Section 3. Transfer Agent and Registrar. The Board of Directors shall have power to appoint one cr more transfer agents and registrars for the transfer and registraticn of certificates of stock of any class, and may require. t1iat ,toe}: cert.ifi�-atcs shall be countersigned and registered by one or more of such transfer agents and registrars. , Section (,o:;t or D:astrovc:d Cer.tificat.es, The corporation may issu e a new ces' ificr,lt to replace any certificate, therot-ofora an lost. or destroyed. The Hoard of iseucd by it a.l.legcd co GUPFAN, KLEW[NO JONNMON a CO BRAN D ♦TTOKNSYA AT LAW ; 1c:.JS 1 a us AT"AV..Ao K&Nt.WASH BP031 Directors may requir3 the owner of such a certificate or his legal representative to give the corporation a bond in such sum and with such sureties as the Board of Directors may direct to indemnify the corporation as transfer agents and registrars, if any, against claims that may be made on account of the issuance of such new cer- tificates. A new certificate may be issued without requiring any bond. Section 5. Consideration for Shares. The capital stock of the corporation shall be issued for such consideration, but not les:; than the par value thereof, as shall be fixed from time to tir..a by the Board of Directors. In the absence of fraud, the determination of the Board of Directors as to the value of any property or services received in full or partial payment o.`. shares shall be. conclusive. Section 6. Registerel Shareholders. The company shall be entitled to treat the holder of record of any share or shares of stock as the holder thereof, in ' ct, and shall not be bound to recognize any equ.. table or other claim to or on behalf of this company any and all of the rights and powers incident to the ownership of such stock at any such meeting, and shall have power and authority .o execute ari deliver proxies and consents on behalf of this company in connec- tion .with the exercise by this company of the rights and powers incident to the ownership of such stock. The Board of Directors, from time to time, may confer li;-e powers upon any other person or persons. ART.CCLE VIII Inde^rnification Section 1. Indemnification. No officer or Director shall be personally liable for any obl gations of the corporation or for nay duties or obligations arisil _ out of an} acts or conduct of ; e officer or Director pa:,r. iorrned for or on behalf of the corporation. The corporation shall n does :r-_rcby indcm.vi f.y and i ,lcl h�.rn,lass each person and his heir,; onrl admdnie:tr.atorm rho s:;'11 serve at any CURRAN. KLEWLNO� JOHNSON & CURRAN AI ORNXYO Ar uN Ib ArH AV[.a.. KtN,.WA*M 98011 Byli..'-:m — l7, { time hereafter as a Director or officer of the corporation from and against any and all claims , judgments and liabilities to which such persons shall become subject by reason of his having heretofore or I'f hereafter been a Director or officer of the corporation, cr by reason of any action alleged to have been heretofore or hereafter taken or omitted to have been taken by him as such Director or officer, and shall reimburse each such person for all legal and other expenses reasonably incurred by him in connection with any suci. claim or liability, including power to defend such person from all suits or claims as provided for unvl r the provisions of the washinntcn Business Corporation Act ; provided, however-, that no such perscri stall be indemnified against, or bo reimbursed for, any expense incurred in connection with any claim or liability arising out of his own negligence or willful misconduct. The rig:its accruing to any person under the foregoing provisions of this section shall not exclude any other right to which he may lawfully be entitled, nor shall anything herein contained restrict the right of tho corporation to indemnify or reimburse such person in an,,- proper case, even thougl, not sp cifically herein provided for. The corporation, its directors , offic:^.rs , em- ployees and agents shall be =wily protected in taking any a.,t.ion or making any payment, or in refusing so to do in reliance upon the advice of counsel. SEcti.on 2. uther Indemnification. The indomnifi.cation herein provided shall not ue deemed exclusive of any other rights to which those seeking indemnification map be entitled under any bylaw, a.gree- mant vote of stockholders or disinterested directors, or otherwise, both as t > action in his official capacity and as to action in another capacity while holding such ­Ffice, and shall continue as to a person who has ceased to be a dir:tu' or, officer or emplolne , and shall inure r to the 1­nnefit of the ?,eirs , < %t:,cu;.ors -rnd adiainistrator,,I of such pz�rson. CURRAN, F.LCWFNq JONNSCN G CURRAN ATIONv[v{AT NM au ATKA.% a.. I'I`Ltws — 16 K{NT.WA...08031 person. Section 3. Insurance. The corporation may purchase and main- tain insurance on behalf of any person who is or was a Director, officer or employee of the corporation, or is or was serving at the request of the corporation as a Director, officer, employee or agent of another corporation, partnership, joint venture, trust or otrer enterprise against any liability asserted against him and incurred by him in any such capacity, or arising out of his status as such, whether or not the corporation would have the power to indemnify him against liability under the provisions of this section or of Section 145 of the General Corporation Law of the State of Delaware. Section 4. Settlement by Corporation. The rights of any person to be indemnified shall be subject always to the right of the corpora- tion by its Board of Directors, in lieu of such indemnity, to settle anV such claim, action, suit or proceeding at the expense of the cor- po_-ation by the payment of the ai.iount of such settlement and the corts and expenses incurred in connection therewith. ARTICLE IX Waiver of Notice Whenever ary notice is required to be given to +:ny shareholder or Director of the corporation under the provisions of these Bylaws, or under the provisions of the :articles of Incorporation, or under the provisions of the Washington Business Corporation Act, a waiver thereof in writing signed by the person or persons entitled to such notice, whether before or after chc time stated therein, shall be deemed equivalent to the giving of such notice. Attendance at any meeting shall connU tote a waive- of notice of such meetings , except where attencance is for thq express purpose of objecting to the legality of that meeting. CURRAN. KLLWENO. JJH,S C & CURRAN ATTORH[Y[ AT LAW JU* A"AVG so, K[R•.WA) 9llAll Bylaws - 17 ARTICLE X Dividends Lice Board of Directors may at any regular or special meeting, as they deem advisable, de-Ilare dividends payable out of the surplus of the corporation, to be paid in the manner, and at the time specified by resolution therefore, subject, 'nly, to the limitations or pro- hihitior:s imposed by lac. . ARTICLE XIII Corporate Seal The seal of the corporation ,hall be in the for-c of a circle and shall bear the name! of the corporation per sample affixed. hereto. [S E A L] Bruce L. Gould i Jer y C 4ritt - f f C.URRAN. Y.LEWC40. JOH4SJ h CURRAN ATTORRf T� At NW \ •13 OM AW.So. R[MT.w.YH.f, 031 - DANIEI J. EVANS WuuAM C JACOBS Governor Doure� STATE Of WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Senual Administration Budding OLYMPIA 98504 DIVBION OE INDLSTt1Al INSYMNCF—_ _- -_— $7LT'MEN C. W:.Y SWEErVISov September 2, 1975 Tc Whom It May Concern: Re: Contract No. CAG 009-75 Gentlemen: This is to certify that Renton Construction Co., Inc. , 14829 S.E. 128th St. , Renton, WeshiE:gton, Firm No. 351,574-00 has made payroll report and paid premiums due the Lccident and Medical Aid funds of the Department of Labor and Industries covering L.1.3 #29Y sanitary newera 6 lift station. Very truly yours, �Z�e-X,( /E. Grenier A;` Chief, Underwriting Section LS-P6.9 Lrt rut To crXr%rr kp {r , i • DEPARTMENT OF LABOR ND iNI)USTRIES INDUSTRIAL RELATIONS i .VISION AFFIDAVII) 1)F WAGES PAID STATE OF WASHINGTON - �I Olympia, WA 98504 ON PUBLIC NI ORKS CONTRA(T Awarding Agency G i r/ Of' /?EN)•o A/ Contract Number C N G , e o c/ - 7S Date Contract Awarded .1 - 3 7y Date Contract Completed 7 - )r 7 Y STATE OF WASHINGTON County in Which Work Performed A'i A/4 I SS. Location within CountyG ir/ D /COUNTY OF Was a Statement :if It t rot Filed? Yes LA No 1,1 In compliance with RCW 39.12.040 I• the undersigned, being a duly authorized representative of ADAMS ASP(i Ix C PATCHING 773f3�tySO. Mission do hereby certify that the following§at4�I16f t ifalH 10 414ere,ne So .�rtrh"ftrlti$ly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described ai%o e and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Indus- trial Statistician of the Department of Labor and Industries. List beiow each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. If apprentices have been employed, list their names and or registration numbers, their stages of progression, the rate of hourly pay and the rate of hourly fringe benefits paid to each apprentice. Craft and Classification of Labor Rate of Rate of Hourly Hourly Pay Fringe Benefits Paid ADAMS ASPHALT PATCHING 7738 So. Mission Dr. Scutth•, Wushington 98178 Ncrre Attach Additional Sheets as Needed. ? Nunel By. t;/,�X Subscribed and sworn to before me [IIIS' . day Of. (� ,✓ I hereby certify that according to the wager raters and {ringe en befits herein sworn to the Urevailing wage requirements of 7.19 : RCW 39.12040 have been oausfmi. WM. C. JACOBS. 1311,WOR DEPARTMENTza 3OR AND INDUSTRIES N5fary ou c tit and !or the State o) WaihinOton, residing in Wesh atiton. � �� i8 s ace reserved for )tree is carlihcatw INSTRUCTIONS: 1. Pursuant to RCW 39 12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries. General Administration Building, Olympia, Washington 98504. 4. File a certified copy with the Awarding Agency. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are filed. u-rm-r Affidavit of wages 11-75l Sr 9K3 �� DEPARTMENT OF LABOR AND INDUSTRIES } ' INDUSTRIAL RELATIONS DIVISION AFFIDAVID OF WAGES PAID STATE OF WASHINGTON / J Olympia, WA 98504 ON PITBLIC WORKS CONTRACT Awarding Agencv City �f Renton Contract Number CAG-009-75 Date Contract Awarded 2-3-75 Date Contract Completed 7-31-75 STATE OF WASHINGTON County in Which Work Performed King ss. Location within County Renton COUNTY OF King Was a Statement of Intent Filed? Yes X No f] In compliance with RCW 3912.040 I, the undersigned, being a duly authorized representative of __1104ns Chapman. Electric, Inc, 77 Burnett Ave. Routh, Renton, WA I C'nlnrlar or subcontractor' lAddr.ul do hereby certify that the following rates of bounty wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Indus- trial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to eacn classification. If apprentices have been employed, list their names and or registration numbers, their stages of progression, the rate of hourly pay and the rate of hourly fringe benefits paid to each apprentice. Craft and Clas,+fication of Labor Rate of Rate of Hourly Hourly Pay Fringe BeneP.ts Paid Electrician b-1 10.30 2.48 Nmr: Attach Additional Sheets as Needed. llolAans Chapman Electric, Inc., lr.v,.•.Z Name) By Pres-Treas, Subscriber, and sworn to before me Musk this 22 day of August f hereby certify that according to the wage rates and fringe beneltts herein sworn to the prevall.ng wage reyunemtnts of 19 75, . RCW 39.12.040 have been salishe,l. WAl. C. JACOI'S, DI 'CTOH U PACMk;NT OF OA AND tNDUSTfi1F.5 Notary Pubf,c in and for the State of Washington. residing in Washington. s l� Date reseTrved 4fD1'11J1k eerli6cato INSTRUCTIONS: is s ace 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor anti each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division. Department of Labor and Industries. General Administration Building, Olympia, Washington 98504. 4. File a certified copy with the Awarding Agency. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are filed. � r u-edar Aradavu of wages 1 1-rel sr 96ta V � DEPARTMENT OF LABOR AND INDUSTRIES INDUSTRIAL RELATIONS DIVISION AFFIDAVIIf OF WAGES 'AID STATE OF WASHINGTON Olympia, WA 9X504 ON PUBLIC WORKS CONTRA4T -' Awarding Agency C / Tj cF /IntNT�y Contract Number C A C 0 n/ - 7-)` Date Contract Awarded Z - 1 - 7S Date Contract Completed 7 - J1 - 7-1- STATE OF WASHINGTON County in Which Wcik Performed /1'7N6 ss. Location within County c i r/ o f A 6V",V COUNTY of __,(.!A/ L __ Was a Statement of Intent Filed' Yes 0( No## k In compliance with RCW` 39.12.040 1, the undersigned, being a duly authorized representative of /rfeltaaC__ nNSTBa r71C11✓ CO. /NG />'fiYTCN- I Can!raclot or Subcontrs,,Wri iAd611,1 do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman cr mechanic has been paid less than the ' prevailing rate of a ge" as determined by the Indus- trial Statist ian of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay :md hourly fringe benefits paid to each classification. If apprentices have been employed, list their r.-imes andior registration numbers, their stages of progression, the rate of hourly pay and the rate of hourly fringe benefits paid to each apprentice. Craft and Classification of Labor Rate of Rate of Hourly Hourly Pay Fringe Benefits Paid 6)on/f Q)/ Ow /Vf4 of 7-//f Co V 0 L- "-/rco yfC5 140Tt: Attach Additional Sheets a•. Needed. IG>mpaa Name) �.r ¢ i ubscritA and sworn to before me By ' „k '`� this. dpy of.GCG! L.fY2� I hereby certify that according to the wage rates and fringe benefits herein sworn to the prevadwg wage requirements of S RCW 1912.040 have been saUsfivd. WM. C. JACORS, DIR ''TOR Ls; -LCr4fi �the 77 LEPARTMENT OF OR AND INDUSTRIES otary Public m and foa of Wn'h to , residing in Washington. f� � f IIIVVV/// Date: 9 hie pace reserved fur ]irec is natlficatm INSTRUCTIONS: J. Pursuant to RCW 39.12.040 ecpies of this form must be completed by the contractor and each of his sub- contractors. Z. Complete this form in triplicate a.id have it notarized. 3. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries. General Administration Building, Olympia, Washington 98504. 4. File a certified copy with the Awarding Agency. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law �.id payments can not lawfully oe made until such affidavits are filed. w•tooa Affidavit of Waaei 11-75) SF 9BS3 CITY OF RENTON NOTICE OF PUBLIC HEARING c•-1v0�ec•++on o,�n lr MTMYS ON FINAL ASSESSMENT ROLL L. I .D. 292 October 20 , 1975 RENTON MUNICIPAL BUILDING 8:00 P.M. NOTICE IS HEU..;BY GIVEN that that Final Assessment Roll for Local Improvement District No. 292 , for the construction and installation of ^ertain sTnitary sewer lines , trunk lines and appurtenances thereto, in the Eastwood Park area, (NE 23rd Street) between 138th Aven,ie SE and Anacortes NE, is now on file in the Office of the City Clerk as authorized by Ordirsnce No. 2905 and in accordance with City of Renton Resolution No. 1945 establishing said district.. SAID ROLL HAS BEEN set down for public hearing at a regular meeting of the City Council in the City Council Chambers, Second Floor of the Renton Municipal Building, 200 Mill .Avenue S:,uth, Renton, Washington at 8:00 P.M. on the 20th day of October, 1975. All persons who may desire to object to said assessments , or any, part thereof , are notified to make objections in writing and to file them with the City Clerk at or prior to the time and date fixed for the hearing. At the time and place fixed for such hearing and at such other times to which such hearing may be continued, the City Council will sit as a board of equalization for the purpose of considering such assessment roll, and at such hearing or hearings will consider the objections made thereto or to any part thereof and will correct, or set aside the roll and order such assess- ments to be made de ncvo, as to such body shall apear just and equitable, and then will proceed to confirm by ordinance. TOTAL, FINAL ASSESSMENT ROLL - L.I .D. 292 $37 ,795 . 53 Name of Owner Property Description Amount of Assessment CITY Q�O�F� RENTON Delores A. Mead City Clerk DATES OF PUBLICATION: September 26, 1975 October 3, 1975 f . 1 L.Z.D. 292 EASTWOOD PARK SANITARY SEWER t INSPECTOR'S DAILY REPORT Weather: Date: SCHEDULE A NO. DESCRIPTION UNITS QUANTITY _ Mobilization I L.S. 2. Clearing & Grubbing L.S. 3. Trench Excavation & Backfill, Type 1 L.F. 4. Trench Excavation & Backfill, Type II L.F. 5. Foundation saterial - Ballast Ton 6. Gravel for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill C.Y. 8. Connection to Existing Manhole Ea. 9. Cement Concrete Pipe 8" L.F. 10. 4" Plastic Force Maii. L.F. `11. Cold-Mix Asphalt Patching Ton — 3.2. Lift :'tation, Complete in Place L.S. SCHEDULE B NO. DESCRIPTION UNITS I QUANTITY 1. 4" Side Sewer Connection L.F. COMMENTS: INSPECTOR: Posted Date: By: L.Z.D. 292 EASTWOOD PARK SANITARY SEWER INSPECTOR'S DAILY REPORT Weather:__ _._ Date: SCHEDULE A NO. DESCRIPTION UNITS V(,;IANTYrY I 1. Mobilization L.S. 2. Clearing a Grubbing L.S. 3. Trench Excavation 6 Backfill, Type I L F 4. Trench Excavation 6 Backfill, Type II L.F. S. Foundaticn Material - Ballast Ton 6. Gravel. for Pipe Bedding - Type "B" Ton 7. Select Trench Backfill. C.V. B. Connection �:o Existing Manhole Ea. 9. Cement Concrete Pipe B" L.F. 10. 4 Plastic Force Main L.F. 11. Cold-Mix Asphalt Patching Ton 12. Lift Station, Complete in Place L.S. SCHEDULE B NO. DESCRIPTION U14ITS QUANTITY 1. 4" Side Sewer Connection — L.F. COMMENTS: INSPECTOR: Posted Date:__ ._ By:_ --_ r+; ,,n SIDE SEWER AUTHORIZATION Date City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 980' , Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunctio: with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot �_ Eastwood Park Addition #q -70k N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signature Date I y I JUN 1 s 1975 Date City of Renton Department of PuLlic Wor 200 Mill Avenue South Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Ge:ntlumen: The Department of Pubic Works, Renton, Washington is hereby authorized to cause the structure on the following descr.bed property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of 56.85 per lineal fc ot. Lot uZ _ Eastwood Park Addition b y/7 e �_ N.E. 23rd Street, Renton, WA 98055 I understand tnat the cca' of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signaturo / IvtiL 04.* + 1 � tA 5 Date _ I 1 Date 7T city of Fenton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following descaibed property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of Sb.85 per lineal foot. Lot �:P Eastwood Park :•ddition _ #44t Z N.E. 23rd Street, RentL,n, WA 98055 I understand that the cost of the side sewer will tie added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of ' .y work on my property. /7 J�signature � / j /y 1�4J i..(.> /yL,PGt..�.cl/v�y LO �'LK�'t"`�• t I city of Renton Department of Public Works 200 Mill Avenue South Renton, WA 93055 Attention: =Amer Shaver, Construction f.ngineer Gentlemen: The Department of Public Works; Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nec'ed to the public sewer by Renton Construction Co. , Inc. , Renton, t Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot Eastwood Park Addition ` —�---- y �/�7 G N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I I further understand that I Must obtain a side sewer connection permit prior to commencement Of any work on my property. Signature Date _ I r Date Cicy of Rento . Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to Le con- nectud to the public sewer by Renton Con:,cruction Co. , Inc. , Renton, Washington in ccnjunction with construction of L.I.G. 292, Eastwood Park Sanitary Sewer Project, at the cost of SG.eS per lineal foot. Lot �_ Eastwood Park Addition gy /1L N.E. 23rd Street, Renton, WA 98055 I understand that the cost f the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection Permit prier to commencement of any work on my property. Signature Date Date City of Renton Department of Public Works 200 Mill Avenue South Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton: Washington is hereby authorized to cause the structure on the foliowiny described property to L„ con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, East.00d Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot Eastwood Park Addition N.E. 23rd Street, Renton, WA 96055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work onmyy� property. h Signature Date Date City a! Renton Department of Public Works 200 Mill Avenus South Renton, Washington 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the pub!.ic sewer by Renton Construction Co. , Inc. , Renton, Washington in con;unetion with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. 1:t �� _Istwood Park P.ddition k_#V7 N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. �y Signature Date _j/ � Ray Fullmer (015) 455-16'70 key 3. ToSj Renton City invineer Renton amity hall de-ton, a-sh. Qa(Ioc Deer Sir. This letter is written ae per yc*,r offi.e' = sugvsetion in e recent, phone conversation. as renuest that the aide severe of our Eastwood hark home be installed by Renton Corstrmetlon company with the coat being, added to `he serer saressment. Fleare let tie know if there be complicstiors due to our lose of propel form and tardy renuest. Thank you for yc!,r cooperation. Sincerely, Mr. end r•re. Richard t . Aelson 4F1F 23� rd Street Renton, Gush, oR055 Ph; 226-3145 Ile4 � JUN 1 31975 I Gate City of Renton Department of Public Works 200 Mill Avenue south Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Re-ton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction. Co. , Inc. , Renton, Washington in conjunction with construction of L. I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot "/ Eastwood Park Addition 0 16,e9l N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side se.+er will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to coimnencement of any work on my property. Signature �A:ft AO Date JUN i 14 City of Renton Department of Publ_c works 200 Mill Avenue South Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Rentcn, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot / Eastwood Park Addition M I N.E. 23rd street, Renton, WA 98055 I understand that the cost of the side sewer will b-- added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any/wLo_rrk, on my property. Signature 1 �i-y �ttitA.ii+-r 77 Date `- 4.A-7 II JUN 1 31975 Da t, City of Renton Department of Public Works 200 Mill Avenue South Renton, WA 98055 Attentions Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nacted to the _,c sewer by Renton Construction Co. , Inc. , R..-❑ton, Washington in .,junction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Proiect, at the cost of 56.85 per lineal foot. Lot /, Eastwood Park Addition p . ice /j N.E. 23rd Street, Rentcn, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work onmy property. Sig+-. -ture AO JUN 1 3 19 5 Y` Uate , /DU c F 1 Date 975 City of Renton Department of Public Works 200 Mill Avenue South Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot % Eastwood Park Addition tl trrici N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signature Date /Qefc i= Dacc City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Elmer Shaver, Construction Enc,ineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause tle structure on the following described propert.y to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 29-,, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot _ // _ Eastwood Park Addition p1; N.E. 23r2 Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I twist obtain a side sewer connection permit prior to commencement of any work on my property. Signature Date JUN 1 31975 City cf Renton Department of Public Works 200 Mill Avenue South Penton, WA 98055 Attention: Elmer Sh.ver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washinqton is hereby authorized to cause the stricture on the following described property to be con- nected to the public sewer by Renton. Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I .D. 292, l:dstwuud Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot /> Eastwood Park Addition 4 �� !� _ N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. SignatureT/bIM-�ti. J�N i i lyi 0 Date _ Date City of Renton Department of Public Works 200 Mill Avenue South Renton, WA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot Eastwood Park Addition 0 N.E. 23rd Street, Renton, WA 980`5 I understand that the cost of the side sewer will be added tc my assess- ment. I further understand that I must obtain a side sewer conne_tion permit prior to commencerent of any work on my property. Signature Date , City of Penton Department of Public Works 200 Mill Avenue South Penton, WA 98055 Attention: Elmer Shaver, Construction Engineer i Gentlemen: The Department of Public Works, Renton, Washington is hereby auth�_ izec to cause the structure on the following described property to be con- nected to the public sewer by Renton Construction Co. , Inc. , Renton, Washington in conjunction with construction of L.I.D. 292, Eastwood Fark Sanitary Sewer Project, at the cost of $6.85 per lineal foot. Lot Eastwood :ark Addition Y N.E. 23rd Street, Renton, WA 98055 I understand that the cost of the side sewer will be added to my assess- ment. I further understand that I must obtain a side sewer connection permit prior to commencement of any work on my property. Signature Date __--- __-- 4J• P i I I Late City of Renton Department of Public Works 200 +a11 Avenue South Renton, wA 98055 Attention: Elmer Shaver, Construction Engineer Gentlemen: The Department of Public Works, Renton, Washington is hereby authorized to .:ause the structure on the following described property to be con- r nected to the public sewer by Renton Construction Co. , Inc. , Renton, ! Washington in conjunction with construction of L.Z.D. 292, dastwood Park Sanitary Sewer Project, at the cost of $6.85 per lineal toc, . Lot Eastwood Park Addition N.E. 23rd Street, Renter„ wA 98055 I xnJerstand that the Cost of the side sewer will be added to z,., osse.ss- menz. I further u,.derstand that I must obtain a side sewer connection permit prior to commenceme:_t of any work on my property. Signa*, _ .. Date