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City Council Packet - 04/11/1988 AGENDA UPDATE - 4/11/88 COUNCIL MEETING o STUDY SESSION--Jim Peterson Program Manager - Washington County Mental HmItth Dept/Frank Smith, Harmony House, Inc. Re: Detox Center in Tigard. o EXECUTIVE SESSION: The Tigard City Council will. go into Executive Session under the provisions of ORS 192.660 (1) (d), (e), & '(h) to discuss labor relations, real property transactions, and current and pending litigation issues. F 1. BUSINESS MEETING: 2. VISITOR'S AGENDA-Andrew Jordan, Attty; re: math agreement/Amart Summerlake (Morr•isette) C 3. KEYS TO THE CITY a. Recognition of Tigard Student Recipients Oregon Congressional Award Medals for Voluntary Community Service & Personal Excellence: o Travis J. Pilcher II (Silver) u Matthew E. Hoekstra (Bronze) o Andy J. Trumbo (Bronze) g b. Volunteer Scouts Civic Center Landscaping Project 4. PROCLAMATION -- "Kids Know! Week In Tigard"--.-.April 22 30 Arbor Day -- April 2.9, 1988 Fight Drag & Alcohol Abuse Day in Tigard- May 7, 1988 5. CONSENT AGENDA: • 5.1 Approve Council. Minutes: March 1.4, 1988 5.2 Receive and File. a. Annual Solid Waste Rate Review b. Bond Anticipation Notes For LID`-s c. NPO Participation d. Council Meeting Calendar- e. alendare. Tentative Agenda Schedule f. Mailbox/No Parking Ordinance Status Report 5.3 Approve Transfer, of Flpprvpr•iations - Senior Center Repairs Resolution No. 88- TABLED 5.4 Approve Safety Town Liability Coverage -- 6/20/88 through 7/15/88 5.5 Approve Termination of Predeliver•y Service Corporation Sewer- Agreement of 1967 - Resolution No. 88-28 5,6 Receive 9-4•-1 Cost Study Report, Approve Negotiations of Service Contract With Fire District [Following was deleted from resolution: Authorize Exploration of Other Options For Provision of 9-1-1 Services] -- Resolution No, 88--29 (as amended) 5.7 Approve Transfer of Appropriations - City Center Plan Task Force Committee Meeting Costs - Resolution No. 88-30 (as amended) 5.8 Approve Police Training Request -- Detective deBrauwere - $657 5.9 Approve Executive Service Employment Agreement Ed Murphy, Community Development Director--Resolution No. 88-32 Jo/Ed -- UA-as amended COUNCIL AGENDA APRIL 11, 1988 PAGE 1 e011til u.ff� On nQUe.r3e —7 6. PUBLIC HEARING -' ZONE- CHANGE ANNEXATION,, 7-CA 87--05, NORTHEAST METZGER AREA — NPO #8 Request to change the Washington County zone designations to the appropriate Tigard zone designations. Location: South of Taylors Ferry Road, west of 65th Avenue, north of Spruce Street, and east of SW 72nd &'77th Avenues. o Consideration By Council — Ordinance No. 88-06 7. PUBLIC HEARING - METROPOLITAN SERVICE DISTRICT (METRO) A public hearing to consider a proposed resolution regarding METRO services and funding. o Consideration By Council -- Resolution No. 88-31 (as amended) 8. SEWER/STORM DRAINAGE DELINQUENCIES PROCEDURE -- ORDINANCE NO. 88- 0 Tabled to 4/25/88 9. PUBLIC HEARING -- DARTMOUTH STREET" LOCAL IMPROVEMENT DISTRICT#40 This public hearing is being held pursuant to Tigard Municipal Code Section 13.04.055 to consider the final, plans and specifications of the local improvement district. The City Council may, cure 'defects, or delete"portions of the plans which have ,been declared void or set aside for any reason,- andmayrake necessary additions to the information- contained inthepreliminary engineer's report. o Consideration By Council Ordinance No. 88—___ Public tkariM Closed additional written testimony may be submitted through Friday, Wil 15, 1988, 5:00 p.m.; Council deliberation scheduled for April 25, 1988, 10, NON--AGENDA ITEMS: From Council and Staff' ., None 11, ADJOURNMENT: 9:49 p.m. cw/4053D COUNCIL AGENDA — APRIL 11, 1988 - PAGE 2 i TIGARD CITY COUNCIL. PUBLIC NOTICE: Anyone wishing to speak on an REGULAR MEETING AGENDA agenda item needs to sign on the appropriate BUSINESS AGENDA - CATV sign-up sheet(s). :If no sheet is available, " APRIL 11, 1988, 6`:30 P.M. ask to be recognized by the Chair at the start ' TIGARD CIVIC CENTER of that, agenda item. Visitor's agenda items are 13125 SW HALL BLVD. asked to be to 2 minutesor less. Longer matters TIGARD, OREGON 97223 can be set for a future Agenda by contactinc-; either the Mayor or City Administrator. � 6:30 o STUDY SESSION ;' 7:00 o EXECUTIVE SESSION: The Tigard City Council will go into Executive Session under the , provisions of ORS 192.660 (1) _(d), (e), & (h) to discuss labor relations, real property transactions, and current and pending litigation issues. 8:00 1 BUSINESS MEETING: 1.1 Call To Order and Roll Call 1.2 _Pledge of Allegiance 1.3 Call To Staff and Council For Non-Agenda Items 1' ( 2. VISITOR'S AGENDA (2 Minutes or less Per Issue, Please) (. t, 3. KEYS TO THE CITY a. Recognition of Tigard Student Recipients - Oregon Congressional Award Medals for Voluntary Community Service'& Personal Excellence: o Travis J. Pilcher II (Silver) ' o Matthew E. Hoekstra (Bronze) o Andy J. Trumbo (Bronze) ` 0. b. Volunteer Scouts —Civic Center Landscaping Project 4. PROCLAMATION - "Kids Know! Week In Tigard" o Mayor Brian 5. CONSENT AGENDA: These items are considered to be routine and may be enacted in one motion without separate discussion. Anyone may request that an item be removed by motion for discussion and separate action. Motion to: Y' 5.1 Approve Council Minutes: March 14, 1988 5.2 Receive and File: a. Annual Solid Waste Rate Review b. Bond Anticipation Notes For LID's C. NPO Participation d. Council Meeting Calendar e. Tentative Agenda Schedule , F. Mailbox/No Parking Ordinance Status Report 5.3 Approve Transfer of Appropriations - Senior Center Repairs - Resolution No. 88- 5.4 Approve Safety Town Liability Coverage - 6/20/88 through 7/15/88 5.5 Approve Termination of Predelivery Service Corporation Sewer Agreement of 1967 -- Resolution No. 88-• 5.6 Receive 9-1-1 Cost Study Report, Approve Negotiations of Service Contract With Fire District, and Authorize Exploration of Other Options For Provision of 9-1-1 Services - Resolution No. 88- 5.7 Approve Transfer of Appropriations - City Center Plan Task Force Committee Meeting Costs - Resolution No. 88- 5,8 Approve Police Training Request - Detective deBrauwer-e - $657 COUNCIL AGENDA - APRIL 11, 1988 - PAGE 1 6. PUBLIC HEARING - ZONE CHANGE -ANNEXATION, ZCA 87.05, NORTHEAST METZGER AREA - NPO #Q Request to change the Washington County zone designations to the appropriate , Tigard zone designations. Location: South of Taylors Ferry Road,- west of 65th Avenue, north of Spruce Street, and east of SW 72nd & 77th Avenues. o Public Hearing Opened u Declarations Or Challenges o Summation By Community Development Staff o Public Testimony: Proponents, Opponents, Cross Examination 0 = Recommendation By Community Development Staff, 0 Council Questions Or Comments o Public Hearing Closed n Consideration By Council - Ordinance No. 88- 7. PUBLIC HEARING - METROPOLITAN SERVICE DISTRICT (METRO) A public hearing to consider a proposed resolution regarding METRO services and funding. o Public Hearing Opened F o Declarations Or Challenges' 0 Summation By City Administrator [ o Public Testimony: Proponents, Opponents, Cross Examination 0 Recommendation By City Administrator o Council Questions Or Comments , 0 Public Hearing Closed o Consideration By Council - Resolution No. 88- _ E 8. SEWER/STORM DRAINAGE DELINQUENCIES PROCEDURE - ORDINANCE N0. 88- G o Community Services Director ^- 9. PUBLIC HEARING - DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT #40 1 This public hearing is being held ,pursuant to -Tigard Municipal Code Section 13.04.055 to consider the final plans and specifications of the local improvement district. The City Council may cure defects, or- delete rdelete portions of the plans which have been declared void or set aside for any reason, and may make necessary additions to the information 6 contained in the preliminary engineer's report. 0 Public Hearing Continued From March 28, 1988 o Declarations Or Challenges f 0 Summation By City Engineer -0 Public Testimony: Proponents, Opponents, Cross Examination o Recommendation By Legal Counsel r o Council Questions Or Comments M o Public Hearing Closed o Consideration By Council - Ordinance No. 89- 10. NON-AGENDA ITEMS: From Council and Staff F f, 11. ADJOURNMENT e lw/4053D l F . COUNCIL AGENDA- APRIL 11, 1908 PAGE 2 { T I GG A R D C I T Y C O U N C I L. ` MEETING MINUTES — APRIL 11, 1988, -- 6:35 P.M. 1. ROLL CALL: Present: Mayor, 'fom Brian; Councilors: Carolyn Eadon, r Jerry Edwards, Valerie Johnson, and John Schwartz; City Staff: Bob fi . Jean, City Administrator`; David Lehr, Chief of Police, Jill Monley, Community Services Director-; Catherine Wheatley, Deputy Recorder; Randall Wooley, Acting Community Development Director-/City Engineer-, u 2. STUDY SESSION: Called to order- at 6:35 p.m. by Mayor Brian. a. Detox Center , r; a Jim Peterson, Program Manager-, ,for the Washington Country Mental Health 'Depar-tment;_ Frank Smith, Harmony House Inc.; and Alice McCarter-, Director of the -Washington County Mental Health Department, were present to discuss with Council the Dotox Center to be located in Tigard on McDonald Street. Mr,. Peterson explained their purpose in meeting with Council was to provide information on what the Washington County Alcohol Detox Center- was aril how they would fit into the community. k E.; Mr, Peterson noted that this was a combined effort of the Clackamas r. and WashingtonCounties Alcohol and Drug Rehabilitation Program. c m r` Council discussed with the Detox representatives concerns that had been expressed to, them by citizens. Mr. Peterson advised that in detox centers in other areas there had been no significant problems ? � with the surrounding community. Chief ofPolice noted he supported � this local site would be more convenient. He added that he estimated that Tualatin, Tigard, and Sherwood would probably utilize the facility the most. Mr. Smith noted that people using the facility would be closely screened, These people would need help with an addiction problem--the Detox Center would not accept persons with a background of violence. The facility will be opened on May 13, 1988, Mayor Brian thanked the Detox Center repr-esentatives for their information. b. Agenda review Council discussed items on the Consent Agenda: t o Item .3 — Approve transfer of appropr-iations — Senior Center- Repairs. Councilor Edwards noted concerns over, the expenditure of $5,418 for the repair of the Tigard Senior Center pantry and kitchen floors which had become water—damaged and the water heater which needed to be replaced. Councilor Edwards asked for more information showing the nature of the other bids submitted. Consensus of Council was to table Item .3. r: t — MINUTES _T S - PR 1 8 Page. 1 COUNCIL MINU E. APRIL 1 19 8 o Item .6" - 911 Cost Study Report. Councilor- Edwards noted concern over, further study of an enhanced 911 system. He said that he does riot want any further 911 or, enhanced 911 studies to be done independently by Tigard at this time, Council reviewed the proposed 911 resolution. Consensus was to amend the resolution to delete references to the study of alternative ,options for provision of basic and enhanced 911 services. Council consensus was that they would formally receive the Economic Resource Associates, Inc. 911 report entitled "Cost-of-Service for Emergency Calls dated March 3, 1988; direct staff .to negotiate a contract '(jointly with the Cities` of Tualatin, Sherwood, Durham,' and King City) with the Tualatin Rural Fire Protection District crRFPD); and for, staff to remain apprised of current studies with regard to 911 and enhanced 931 by the Washington County Consolidated Communication,Agency (WCCCA) and TRFPD. o Item .7 — Approve Transfer of Appropriation • City Center Plan Task Force Committee Meeting Costs. Councilor Edwards questioned the $400 for, the breakfast on May 6, 1988. The purpose of the breakfast would be to present the findings of the market study' dealing,with development potential of downtown Tigard to downtown property and business owners. Councilor Johnson explained that the $400 costs would be for invitations, envelopes, postage, and refreshments (continental breakfast). There was discussion on the costs with Council wconsensus being that the $400 be reduced to $200. o Item .8 ._ Approve Police ,Training Request Detective DeBrauwere. Mayor questioned the lodging costs. Chief of Police advised that the employee was 'planning to drive which would mean extra lodging costs. Council consensus was that the employee should fly or take the least—cost option. 3. EXECUTIVE SESSION: The Tigard City Council, at 7:37 p.m., went into Executive Session under the provisions of ORS 192.660 (1) (d), (e), & (h) to discuss labor relations, real property transactions, and current and pending .litigation issues. Note: All staff, except the City Administrator and Deputy Recorder left the meeting during the Executive Session. THE BUSINESS MEETING WAS CALLED TO ORDER AT 8:OO P.M. 4. CALL FOR NON-AGENDA ITEMS: a, Mayor advised that two proclamations, Arbor Day and Fight Drug and Alcohol Abuse Day, had been added to the agenda under Item 3. b. Mayor noted that Consent Agenda Item .3 had been tabled (Senior Citizen Repairs). c, Mayor described the Council consensus with regard to Consent Agenda Item .6 (9-1-1 Cost Study and resolution), Page 2 — COUNCIL MINUTES — APRIL 11, 1988 l t f r f d. Mayor rioted the Council consensus for the amendment: to the proposed resolution for Consent Agenda Item .7 (Approve transfer of Appropriations for the City Center Plan bask force Commil.tee). [ e. Mayor noted the addition (by Council consensus) of Consent Agenda item .9. This item was for the approval of the E ocutive Service ; Employment Agreement; - Ed Murphy, Community Development Director. � (Resolution proposed.) f t a 5. VISITOR'S AGENDA a. Andrew Jordan, 1600 SW Cedar• Hills Blvd., Portland, Oregon, advised #` he was representing Don Morissette Builders with respect to the B Summerlake Subdivision, Mr. Jordan said several 'months ago his client entered into an agreement with the City (a copy of which he f; had riot ,received) which provided that the City would institute (: condemnation proceedings on two pieces of, property (known as 130th right--of-way condemnation)< to provideaccess to the subdivision his client was developing. Mr. Jordan expressed concern that this had not yet been scheduled on a Council agenda and urged that this be € scheduled as soon as possible. Mr. Jordan noted that it appeared the City was combining the condemnation procedures with a park negotiation issue currently underway with his client. He asked it be clarified that these were two separate issues. Legal Counsel advised that the condemnation proceedings were independent of . the park purchase. Legal Counsel. then noted" the reasons ,why the 130th right--of--way condemnation had not yet been ' scheduled for Council consideration. These reasons included- the � need for Planning Commission review of the preliminary' plat and #: Council public hearing notice requirements. Legal Counsel further noted, to his knowledge, the legal descriptions for• the property to be condemned had not been provided. Mr. Jordan noted that he had a copy of a letter dated 'dated January 29 to Phil Grillo of the City Attorney's office noting transmittal of the legal descriptions. Legal Counsel said it was his understanding there was a question on . whether those particular legals needed to be revised. Mr. Jordan advised that revised legals could be provided within 24 hours. ` Legal Counsel commented this item had not been "put off the agenda" but had never been scheduled due to pending requirements of the EI condemnation procedure•—property owners would have be notified 1 exactly which area was under consideration for condemnation. Legal E Council advised that Phase I should be a final approved project before placing this issue on the agenda. £ Mr. Jordan asked to be reassured that the condemnation and park purchase were separate issues. Mayor Brian asked if there were any opinions to the contrary--there were none. k Page 3 - COUNCIL MINUTES - APRIL 11, 1986 C 112111;!!111 11 Moo 6. PRESENTATION OF KEYS TO THE CITY a. Recognition of Tigard Student Recipients - Oregon Congressional- Award Medals for Voluntary Community Service & Personal Excellence: o Travis J. Pilcher II (Silver) o Matthew E. Hoekstra (Bronze) o Andy J. Trumbo (Bronze)' b. Volunteer Scouts Civic Center Landscaping Project o Dwight Beemer o Chris Linday o Bob Brown o Keith Maddock o Mike Brown o Stephanie Moyer' o Will and Katie Custis o Shawn Moyer o Chris Flowers o Dale Moyer o Chris Foy o Michael Ott o Chris George o Stephen Schoenleber o : Erin and Madlynn & o Colleen Scott Kathie"Gordenier _ o Matt Weber o Mikie Graham o Kyle Wong o Heath & Holly & Lee Hunt o Dick & Kenny York o Alex Leavens 7. PROCLAMATIONS: a. Mayor noised the following proclamations: "Kids Know! Week in 'Tigard" April 22-30, 1988 Arbor Day April 29, 1988 Fight Drug and Alcohol Abuse Day in Tigard - May 7, 1988, 8. CONSENT AGENDA (amended as noted above). Motion by Councilor Johnson, seconded by Councilor Edwards, to approve the consent agenda as amended: 8.1 Approve Council Minutes: March 14, 1988 8.2 Receive and File: a. Annual Solid Waste Rate Review b. Bond Anticipation Notes For LID'S c. NPO Participation d. Council Meeting Calendar e. Tentative Agenda Schedule f. Mailbox/No Parking Ordinance Status Report 8.3 Approve Transfer of Appropriations- Sr. Center- Repairs (Tabled) 9.4 Approve Safety Town Liability Coverage - 6/20/88 through 7/15/88 8.5 Approve Termination of Pre.-delivery Service Corporation Sewer Agreement of 1967 - Resolution No. 88-28 8.6 Receive 9-1-1 Cost Study Report, Approve Negotiations of Service Contract With Fire District [Following was deleted from resolution: Authorize Exploration of Other Options For Provision of 9--1-1 Services] - Resolution No. 88-29 8.7 Approve Transfer of Appropriations City Center Plan Task Force Committee Meeting Costs - Resolution No. 88--30 8.8 Approve Police Training Request - Detective DeBrauwere 8.9 Approve Executive Service Employment Agreement - Ed Murphy, Community Development Director - Resolution No. 88-32 Page 4 -- COUNCIL. MINUTES- APRIL 11, 1908 9. PUBLIC HEARMW - ZOW CHANGE ANNMTIGN. ZCA 97-M. NE METZGER AREA — NPO #8 Request to change the Washington County zone designation to the appropriate-. Tigard zone designation. Location: South of Taylor Ferry Road, west of 65th Avenue, north of Spruce Street, and east of the SW 72nd and 77th Avenues. a. Public Hearing Opened, b. Declarations or Challenges. There were none. C. Summation,by Senior Planner' Newton. On .Pune 15, 1987, the Tigard City Council adopted Resolution No. 8740 requesting that the Portland Metropolitan Area 'Local Boundary Commission annex the "Northeast Metzger area. On November 3, 1987, the residents of NE Metzger; area voted to approve the annexation. The proposed Ordinance, if adopted, would assign equivalent City of Tigard plan and zone designations. In accordance with Tigard's Urban Planning Area Agreement with Washington` County, zones assigned would most closely approximate the standards' of Washington County designations. d. Public Testimony. No one testified. Q. Senior Planner 'Newton advised the Community Development Staff recommended adoption;of the proposed ordinance. f-.' Senior Planner Newton, in response to a question by Councilor- Johnson, noted that she had received two calls regarding this zone change annexation. These calls were for information. g. Public Hearing Closed. h. ORDINANCE NO. 88-06. AN ORDINANCE ADOPTING FINDINGS AND CONCLUSIONS TO APPROVE A ZONE CHANGE AND PLAN AMENDMENT (ZCA 87-05) (NORTHEAST METZGE.R) AND DECLARING AN EFFECTIVE DATE. i. Motion by Councilor Eadon, seconded by Councilor Johnson, to adopt Ordinance No. 88-06. The motion was approved by a unanimous vote of Council present. 10. PUBLIC HEARIMG — METROPOLITAN SERVICE DISTRICT (METRO) (Hearing to consider a proposed resolution regarding METRO services and funding.) a. Public Hearing Opened. b. Declarations or Challenges. There were none. C. Summation by City Administrator. Per preliminary discussion with Mayors and managers of Washington County, Council scheduled this public hearing to consider support for current METRO services and funding and possible expansion or amendments to those services. City Administrator noted there was a proposed resolution before Council for consideration. Page 5 COUNCIL MINUTES - APRIL 11, 1988 s d. Public Testimony. There was none. e. City Administrator recommended approval of the resolution as • presented. t f. Council discussion on Section 4 of the resolution resulted in consensus that the resolution should reflect consideration of a a, possible reduction in the -number of councilors and a 'possible modification in the composition of the Council. Council consensus further was to strike a portion of Section 4 which read as follows: "election of the presiding officer as an at Targe position." } g. Public Bearing Closed. h. RESOLUTION NO. 88-31. A RESOLUTION ADVISING THE TASK FORCE ON METROPOLITAN REGIONAL GOVERNMENT OF THE POSITION OF 'THE CITY OF TIGARD PERTAINING TO THE FUNCTION, GOVERNANCE AND FUNDING OF ME-FRO, i. Motion by Councilor Edwards, seconded by Councilor, Johnson, to approve Resolution No. 88-•31. The motion was passed by unanimous vote by _Council present. , r 11. SEWER/STORM DRAINAGE DELINQUENCY PROCEDURE a. Community Services Director synopsized this,agenda item: --.-Currently, Ordinance No. 86--26 allows assessment of a 3 percent penalty on delinquent sewer and storm drain accounts. As provided by ORS 454.2.25, when sewer and storm drain accounts are not paid, the amounts, together with interest and/or penalty at the assessed i rate from the 'due date, shall be certified to the assessor of the appropriate county for collections. , —In addition to the above 3 percent penalty, Tigard's agreement with Unified Sewerage Agency allows the City to charge 18 percent interest from the point of delinquency. The City has not been using this method as the current computer system can not accommodate that calculation. ---Ten percent of all the City's accounts are delinquent and the staff feels that this rate is to high. f —Staff feels that the increase from a 3 percent penalty to a 12 percent penalty would encourage people to pay monthly and this 1 amount would cover collection costs Staff recommended immediate passage of the ordinance to allow for s time to give two notices to delinquent accounts prior to turning them over to the County and instituting this increase in penalty. i; i i Page 6 _ COUNCIL MINUTES — APRIL 11, 1900 € ; bLengthy discussion followed. Consensus of Council was that late . charges should be applied to each delinquent account on a � month—by-month basis. There was concern expressed that waiting until the accounts are turned over to the County to charge a one—time penalty would allow some people to remain delinquent until the last minute, pay the fee owed to the city, and then owe irness of this was questioned by several no penally charge. The fa Council:members. Council' consensus was for staff to research the implementation costs far a computer program which would compute the 1-1/2 percent interest charge. Council also per month (18 percent annual) ti issue again to decided, by ,consensus, to discuss the penalty k determine whether this would be"a desirable policy. W C. Motion by Councilor Edwards, seconded by Councilor Eadon, to table consideration of a penalty on delinquent sewer and storm drain accounts until April 25, 1988. `rhe motion passed by a unanimous vote of Council present. 12, - PUBLIC HEARING — DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT 040 Section The Public Hearing was held pursuant to Tigard Municipal Code 13,04.055 to consider the final plans and specifications of the local` improvement district. The Council may cure defects, or delete portions 0. of the plans which have been declared void or set 'aside for any reason, and may make 'necessary additions to the information contained in a preliminary engineer's report, a, Public Hearing was opened (continued from the March 28, 1988, Council meeting), <; b. There were no declarations or challenges. C. Summation by City Engineer. City Engineer noted that the final plans and specifications had been completed and were submitted in the Council's meeting packet along with the revised engineer's report. The City Engineer rioted that, if the Council should decideto proceed, the City would acquire the necessary right—of—way nd proceed with construction. City Engineer then asked Legal Counsel to explain the purpose of this hearing. d. Legal Counsel advised that four years ago, the Council adopted Ordinance No. 84-17 establishing the Dartmouth Street Local Improvement District (LID #40). This action was subsequently challenged; the Court of Appeals ruled that the formation of the LID was appropriate but that the assessment was inappropriate and void because there was a portion of the project outside the LID boundary for which the assessments would be levied. The LID was remanded for further proceedings consistent with that opinion. page 7 - COUNCIL MINUTES - APRIL 11, 1988 The Council held a public hearing on August 10, 1987, to receive and review public comment on all - issues of public interest concerning the LID. On March 14, 1988, the Council passed �- Resolution No. 88-23 scheduling this hearing (which was initially scheduled for March 28, 1988 and then continued to this date, April 11, 1988) at the request of one of the affected property owners). Legal Counsel advised that the purpose of this hearing was unique. Under the provisions of the Code, Council has the authority to review the final plans and specifications of theLID to determine whether, they should cure defects or, delete portions of the plan which have been declared void or set aside for any reason. Council can also determine whether it ` should make necessary' additions to the preliminary engineer's report so as to proceed with the LID. Legal Counsel advised that notice had been given to the newspaper's and by a mailing to individually affected property owners: Final plans and specifications had been submitted; the preliminary engineer's report had been revised and deleted those portions of the project the Court of Appeals determined were outside of the proposed boundary. Legal Counsel furtheradvisedthat the ordinance before Council would direct that'Ordinance No 84-17 would remain in: effect other than as amended by this ordinance. Legal Counsel rioted that the assessment method would change--the City would use the final assessment method as opposed to the preliminary assessment method. Legal Counsel rioted this assessment process was set out in the Tigard Municipal' Code, Section 13.04.060. The ordinance authorizes the Finance Director to seek financing by general obligation improvement warrants pursuant to state statutes and directs that the acquisition of the land proceed and construction get underway for the project e. City Engineer rioted that the proposed ordinance would not change the LID boundary or the forumla used to calculate the assessments. f. Bob Wright of R. A. Wright Engineering reviewed the revisions to the preliminary engineer's report. Mr. Wright referred to a map marked as Exhibit A. This was essentially the same Exhibit A which appeared in the original engineer's report of four years ago. Mr. Wright further explained that the boundary of the LID and the individual parcels to be assessed were the same as they were four years ago that is, those properties that were excluded from the LID, remained excluded. Mr. Wright explained that the Council, since the formation of the LID, had budgeted monies from Capital Improvement Funds (CIP) for those improvements riot considered to be part of the LID. The improvements outside of the LID are relatively modest and will be included in the contract and have been included in the plans and specifications before the City Council. He noted there must be a more thorough identification and clarification of the definite line of costs along the line of the LID and CIP portions of the project. Page 8 COUNCIL MINUTES - APRIL 11, 1988 Mr. Wright referred to and described the revisions to Exhibit A: —A traffic light on Pacific Highway (now part of the CIP) .._--A stub street to the south, which had been originally intended to be paved, would be improved only to the end of the curb returns' (future extension of this street will be part of another project) -Two parcels on the north side of Dartmouth Street would be obtained in the public inter-est.-.-they were narrow and blocked access of the larger parcels to the north, "The recommendation was that any property acquired by public ownership as part of this improvement would riot be assessed. Mr. Wright noted a change in the cost estimate. The cost estimate was increased 15 percent to allow for changes which have occurred since the original estimate was made four years ago, Mr. Wright noted a proposed change of title on the plans and specifications. The proposed title was "Combined Dartmouth LID ##40 and Capital Improvement Project." He explained this would further delineate the break between the capital improvement project part of the project and the LID part of the project. Mr. Wright noted the plans did riot yet show the water and sewer connections to benefited 'properties along the route. This would be added before coming back to the City Council. Mr. Wright requested direction from Council as to any other modifications to the contract documents that would further clarify the issue of break in costs between the CIP project and LID project. This would include modification to the bidding forms to assure that no costs that are outside the LID are charged to the LID. g. Public testimony. Proponents: o Ann Thompson, 2892 NW Bel la Vista, Portland, Oregon, represented Homer G. Williams. Ms. Thompson advised that her client, who is an owner of 28 acres of property in the Triangle, remained in favor of the project. o Wilson Choy, represented Robert Randall Company, 9500 SW Barbur Blvd., Suite 300, Portland, Oregon, 97219. Mr. Choy advised that the Robert Randall Company still supported the formation of the LID. Councilor Johnson asked Mr. Choy if he had any objection to the additional information presented at this meeting. Mr. Choy said, "No." Mayor asked for any other testimony from individuals who had riot had an opportunity to sign-in to testify. Page 9 - COUNCIL MINUTES - APRIL 11, 1988 Mr. Lou Christen asked to be recognized for testimony. o Lou Christen, 17895 SW Shasta, Tualatin, Oregon, reiterated that he was in favor of the formation of this LID. Mr .-Christen indicated that he owns 10 acres in the Triangle and is paying what he considers to be high taxes on this ! property. He would ''like to seethe property developed. He I noted that the roadway was needed to get people interested in ' buying. , t Opponents: o Chuck Ruttan, Dunn, Carney, Allen, Higgins & Tongue, Attorneys } at Law, 851 SW Sixth, Suite 1500, Portland, Oregon. Mr." Ruttan'submitted to the Deputy Recorder (along with copies c for Council) a letter from himself, dated April 11, 1988, regarding the Dartmouth LID. Mr. Ruttan testified that when the project was first developed, the Martins were extremely concerned, about the traffic impacts. The Martins retained an independent traffic engineer to do an -analysis and as a result of the analysis, their concerns were confirmed. ' Mr. Ruttan advised that the City commissioned a study which stated that the Martins' concerns were not well founded. ,- The r Oregon Department of Transportation (OD(yT) has been involved with this project as the City has to obtain a permit in order ' { to connect Dartmouth Street to a state highway. Mr . Ruttan € advised the ODOT riot only reviewed the City's traffic engineer ' analysis and the Martins' analysis, but they also did their own study. Mr.- Ruttan advised that ODOT imposed restraints on the traffic that can be generated not only within the LID but within the entire Triangle. Mr. Ruttan said the State recognized the traffic network within the Triangle was riot adequate to service a buildout of development under its existing zoning. Mr. Ruttan advised that he had learned today that more revisions were made to the cooperative improvement agreement (aka, permit) and he had received a copy of these revisions at noon. Mr. Ruttan referred to an attachment to the April 11 letter he had just submitted. This attachment listed the findings by the Chief Traffic Analyst for the State converting the traffic restrictions into acreages. Approximately 80 acres could be developed, then traffic restrictions would be applied by the State unless the City had planned for additional access. Mr. Ruttan posed the question "How do you know, sitting here tonight, that additional access can be built?" Mr . Ruttan charged that the Council had riot done the studies and did not have the answer. ,: Page 10 — COUNCIL MINUTES APRIL 11, 1988 Mr. Ruttan advisedthat he heard for the first time tonight that the costs are goingto increase 15 percent. ` He said that this is a significant increase arid that the property owners affected should have an opportunity to review it. Mr. Ruttan noted that his clients are major property owners in ' the area and have been fur many years. This land was riot r purchased for speculation fordevelopmentbut was part of the family homestead and is still being farmed. Z Mr. Ruttan advised that the City Attorney had asked for exhibits which were used by him at the last hearing. Ile advised that these exhibits would be delivered to the City i t offices tomorrow. j Mr, Ruttan asked the City Engineer about the two parcels which would' be condemned; for what purpose would those parcels be used? City Engineer responded that the parcels would be acquired to provide better access to other parcels in the LID. Mr. Ruttan advised that one of the issues raised with the State Regional Engineer today concerned the provision in the permit with regard to the Transportation Plan`. He noted a � plan must be outlined for access to the Triangle as it was f currently zoned for development He said the Regional � Engineer advised that he needed toinvestigate this issue and would be contacting Mr. Ruttan tomorrow, Mr. Ruttan requested that the record be 'left open through the end of the week so he f could- submit testimony to the City' as to the impact of that G provision and to comment on those changes that he had just received`notice of today, Mr . Ruttan requested that the City either abandon the LID and reform one where the property owners would have a chance to study information carefully or delay the construction of this project until the Transportation Plan was completed so that the City had total knowledge of what they were doing. { Mayor called for questions. Councilor Edwards asked Mr. Ruttan if the Martins were opposed i to an LID road in this area completely or were they just opposed to the route this particular Dartmouth extension takes. Mr. Ruttan said that that was a concern voiced several years ago and has riot been a concern voiced in quite awhile. ! Mr. Ruttan advised that the Martins were opposed to the development of the road at this time because it was probable that a great deal of land would not be developable due to the t traffic restraints. He said that the City needed to reassess 1 the situation on development, i I E i C 1 Page 11 — COUNCIL. MINUTES APRIL 11, 1988 f ' E; Councilor Edwards asked if Mr. Ruttan's clients- were in agreement that this was a strategic parcel of land and for future economic needs, it should be developed according to the. ; Comprehensive Plan in; place right now, Mr. Ruttan responded, "No"-thin is a strategic piece of property, but the City's ' Transportation Pian had riot been developed and .land use was dependent upon the road :network. r. e : Discussion followed on the issue of development with regard to the Transportation Plan. h. Mayor asked for any other opponents who wished ,to speak but had riot had an opportunity to sign--in. There were none.. i. Mayor asked for recommendation of Legal Counsel, j. Legal Counselrecommended that the Hearing be closed, and the City Council, should it so desire, direct the City Engineer and the Project Engineer to amend the final plans and specifications and the preliminary engineer's report per -Mr. Wright's testimony. Legal Counsel further recommended -additional written testimony be accepted until Friday, April 15, 1988, 5:00 p.m, r With regard to the estimated costs of the project and the 15 percent increase, Legal Counsel advised that this information was included in 'the documents which had been available for the public at the front counter (City Hall) for some time. f Councilor Johnson asked what was the percentage of opponents in the LID. City Engineer responded that the opponent :owns approximately 25 percent of the property within the LID. _ ('here have been no`other,objections received or opponents of record. k, Public Hearing was Closed, 1. Motion by Councilor Johnson, seconded by Councilor Edwards, to direct the Project Engineer to amend the final plans, f specifications, and engineer's report as outlined including g clarification of delineations of scope of project; this issue will be deliberated further on April 25, 1988; any parties would have until April 15, 1988, 5:00 p.m. to submit additional written comments on the project; Council will consider all material received and the amended final plans on April 25, 1988. The motion was approved by a unanimous vote of Council present, 1 M. The Mayor restated for, clarification that on April 25, 1988, the Council would meet. At that time the public hearing would be closed and no additional testimony would be received. The Council will deliberate on the information received before the April 15 deadline. The Council will also consider the final plans and specifications and the amended engineer's report--this information will be submitted in the April 25, 1988 Council packet. Council, f' if they felt there was enough information submitted, would then deliberate on the ordinance. r i Page 12 -COUNCIL MINUTES – APRIL 11, 1908 13. NON-AGENDA ITEMS: There were none. 4 14• ADJOURNMENT: 9:49 P.M. Approved by theTigard City Council an � � 1986. Deputy Recorder City a" Tigar ATTEST S Mayor — City of Tigard i cw74264D t i r; i u. 4 Y t i I t { Page 13 - COUNCIL MINUTES - APRIL 11, 1988 TIMES PUBLISHING COMPANY Local ke 7-1��qY s P.O.BOX 370 PHONE(503)684-0360 N BEAVERTON,OREGON 97075 I�C� Legal Notice Advertising C SPR s 41988 ❑ Tearsheet Notice ®�•�" a ❑ Duplicate Affidavit AFFIDAVIT OF PUBLICATION i STATE OF OREGON, COUNTY OF W SHINGTO 'ss. , being first duly sworn, depose an sayt�Ia ctAdverti i g Director,or his principal clerk,of thea newspaper of general circula� aORS 193.010 and 193.020;published at in the afores ' c ty a • ate;that th a printed copy of which is herignannexed,was published in the entire issue of said newspaper for successive and consecutive in the following issues: cu�x2 �r Subscribe n;to before me this Lary Public for Oregon My Commission Expires:17-,W-97 AFFIDAVIT t jj1 11,11 1, 11111, 111110 1111%111 '' P�IBLIC HEARING NOTICE , The follda ving VI, he considered by the Tigard City Council on April 11, 1988,at 7:30 P MstTlgard'Civle•Center,Town Hall Room,13125 S.W.Hall Boulevard;Tigard,Okegan.Further informationmay be obtained from the Community Development Director or City Recorder at the same location or. bycalling 639.4171.You are invited to submit written testimony in advance of the:puhlic hearing;written and oral testimony will be considered at the hearing, METROPOLITAN SERVICE DISTRICT(METRO)PUBLIC BEARING A public hearing to consider a proposed resolution regarding METRO r services and funding The following public hearing will be conducted in accordance with the j applicable Chapter 18.32 of the Tigard Municipal Code and any rules of procedure adopted by the Council and available at City Hall. ZONE CHANGE ANNEXATION ZCA 87-05 NPO#8 NORTHEAST METZGER(CITY OF TIGARD) Request to change the Washington County zone designations to the ap propriate'Tigard zone designations. Location: South of Taylors Ferry Road,=west of 65th Ave.north of;Spruce,'and east of 72nd and 77th Avenues. Zone change from Washington County R-5 to Tigard R4.5(Law Density): WCTM ISI 25DD lots 500,800,900,1000, 1100,1200,1300, 1400,1500, 1600,1700,1800,2200,2300,2400,2500,2600;2700,2800,2900,3000,3100; 3200,3300,340%3500,3600,370%3800,3900,4000,4100,4200,4300,4400, 4500:4600,4700,`4800,4900,5000,5100,5200,5301,5400,5500,5600,5700, 5800,5900,6000,6100,6200,6300,6400,6500,6600,6700 6800,6900,7000, 7100,7200,7300;'7400,7500,7600,7700,7800,;7900,8000,8100,8200,8300, 8400,8500,8600;8700,8800,8900,9000,9100;2100,9300,9400,9500,9600,' ; 9701,9800,9900,10000,10100;WCTM ISI 25DA Lots,160,200,201,300, 400,401,500,501,600,601,602,700,701,800,900,1000,1001,1100,1200, 1300,1400,1500,1600,1601,1700,180%1900,2000,2100,2200,2300,2301,' 2400,2500,2600,2700,2800,2900,3000,3001,3200,330%3400,3500,3600,` 3700,3800,3900,4000,4100,4200,4201,4300,4301,4400,4500,4600,4700, 4800,4900,5000'5100,5200,5400,'5500,5600,5601,5700,5702,5800,5900, 6000,6100,6200,6300,6301,6400,6500,6600;6700,6800,6900;7000,7001,; 7100,7200,7400,7500,7501,7600,7700,7800,7900,8000,8100,8101,8200, ; 8201,'8300,8301,8400,8500,8600,8700,8800,8900,8902,8903;WCTM 1S125DB Lots 100,200,300,400,500,600,700,800,900,1000,1100,1200, 1300,1301,1500,1600,•1700,2300,2400,2500,2600,270%2800,2900,2901,: 2902,3000,3001;3200,3300,3400;3401,3600,3700,3702,3703,3802,3803,, 3804,3805,3900)4000,4001,4100,4200,4300,4400,4500,4600,4700,4800, 4900,5000,5100,5200,5300,5400,5500,5700,5800,5900,6000,6100,6300, 6400,'6500,6600,6700,6800;6900,700%7100,7200,7300,7400,7500,7600, 7700,7800,7000;8000,8100,8200,8300,8400,8500,8600,8700,8800,8900 j 9000,9100,9200,9300,9400,9500,9600,9700,9800,9900,1000%10100, 10200; 10300,'10400, 10500i 10600, 10700, 10800, 10900, 11000, 11100, 11200,11300;WCTM iS1:25DC Lots 200,'201,202,300,400,500;600,700, 800,900,1000,,1100,1200,1300,1400,1500;1606,1700,,1800,1900,2000, 2100,2200,2400,2500,2600,2700,2800,2900,3000,3100,3200,3300,3400, 3500,'3600,`3700, 3800,3900,'4000, 4100,4200;4300-:4400,-4500 4600; 4 WCTM ISI25CA Lots 101,200,300,3406;3500,1600,3700,3800,,3900,' 4000 4001;WCTM ISl 25CD Lots 4100;4102;4103;4104,4201;'WCTM ISI 36AA Lots 360;'30,302,303,400,600,601,700,701,702,800,,801,802, goo,1000,1001,1002,,1005,1006,1100,1200,1201,1202,130001400,1500, s { 1600,1700,1800,1900,2000,2100;WCTM 1S1 36AD.Lots 1100,1200,1300, 1400,1500,1600,1700,1800,19001901,2000,2100,2200,2201,2300;2301, 2400,2500,2501,2600;2661,270%2800,2900,3000i 3100,3200; 3301, - 3400,3500,3600,3700,3701,380%1900;WCTM 1S1 36AC Lots,100,'200, , 2021 300,400,401,500,2600,2700,2800,3300;WCTM ISI 36"Lots 101, 200,201,300,1600,1601;1602, 1700,11701,1703,1794,1800,1801,1900, 2100,;?.200,2300;3400,3500,3600,3700,3701,3800,3900,4000. F Zone change frown Washington CountyIR-15 to'I'igard 1t=12(Medium I}ensi- g ty) WCrM'ISI 36AD Lot 4102 i Zone Change from Washington County institutional to,Tigard R-4.5 (Low i G Density)- WCTM ensity)WCTM IS136AA Lot 201 Zone change from Washington Count y,Offfee Commercial to Tigard Profes- slanal Cnmrdercial(Commercial):' ` WerM IS136AC Lois 2900,2000,3100,3200 t .' r6298 Publish March o ci 14a Me� ac C81M 9 V tr" 7 $�'q'O - a C0 a+ aSi7'G ` ©`l v� O w t.1 V It ^� F L�: p ,aid:i i Cb QNB -�ra .0:0 0 GD �''� q 2 tv' -C DOS - . a+ Y H i A.4 o �-ato W arW fs: � •xy+"t"� � cC ��o ate'' �'��y �� z✓ Nov . "c °� �,' c R c� o a oog `, o v�a g ti p r.o 0- ;' m'_ ,@"a 0 an . �ppC`� MRa �' 0 ON ;. �`���' �OgyA.+ Ion : rte! L. q�j g'+' 4) iy C�.1 F: ct�`TliaT�apAyy �as.sa W yQ 8 y` b+op Ono° oF�r,` I i� oy U a oa d� y'a"� cc'o 91d ,I: I 'o0 LMvI � �w�., 1 •..•. 6 .. ...« ..Q. - •- Ph rr.. � ' b U •co 0.coO Z d ' O pp 99 C L O O y O N O t ld .a 96 0 z 01 00 s N O 4F '® ❑ ❑ 49CL ® p v > co m �! U W \_ r\ !tea O and J l T c W W m m QWo o ui 11 - co h c W °1 °o ado ; .u5•dv'��i� o v'' c "� P4—cs a �+• a <g tai c'''CID 1010 co a a y �, U eu O e g ��wwl ,�.,�` ss:• a� o M,0 4'' `° acs• �. � `� 06 r-A a a' sn �A Z 9 0 loo .2 '" �_�co c�G;,,�° �:a•Ki. ,� .� t � r; , a C M �WoaN El �y°•O.ul on a co 0 o p o � Q r� N fD C V ON O co U0, co of O c QJ y o ❑ 13co tw co cn a CD cc cc E 0 o V8d p y e ® s c n. N CL w , � O N m 0 Ca Cc co C O C d O d r O N 8 N E' B� ® iw.-. N Y , g N N •N O mOOcaCOC N `•;0.. N IOD rL LL :ix 0 co it O g m ANOO. A F"is 00 _ ° E W e' O N N. �- LW O 0 j CITY OF TIGARD, OREGON AFFIDAVIT OF POSTING In the Matterofthe Proposed COUNCIL ADOPTED ORDINANCES STATE OF OREGONn County of Washington) ss city of Tigard ) S being first duly sworn, on oath depose and say: of That I posted in the fallowing public and conspicuous places, a copy meg..c-�CO dated- (� ,�-� � - Ordinance Number(s) d by rereren�e made a which were adopted at the Councbe1M Tigre attached _ensaid "ord' ce(s) 198 copy(s) of on the day of part,hereof, Oregon 1. Tigard Civic Center, 13125 SW Hall Blvd. , Tigard, aro Oregon 2. U.S. National Bank, Corner of MainandScoffins, Tigard, l Blvd., Tigard, Oregon 3, Safeway Store, Tigard Plaza, SW Hal Subscribed and sworn to before me this day of 198 0 r Notary Public for Oregon _ My Commission Expires, �U sb/4537A l CITY OF TIGARD, OREGON A"" ORDINANCE NO. 88-U AN ORDINANCE ADOPTINGFINDINGS AND CONCLUSIONS TO APPROVE A:ZONE CHANGE AND PLAN AMENDMENT (ZCA 87-05) (NORTHEAST METZGER) AND DECLARING AN EFFECTIVE DATE. WHEREAS, on June 15,` 1987 the City Council held a public hearing to consider a Northeast Metzger annexation request and stated their intent to consider appropriate City of Tigard plan and cone designations for the property in the event of a successful annexation; and WHEREAS, the Portland 'Metropolitan Area Local Government Boundary Commission approved a modified annexation proposal on July 30,_1987; and WHEREAS, on November 3, 1987 the Northeast Metzger residents approved the annexation by holding an election; and WHEREAS, the City of Tigard zone and, plan designations recommended by the Planning 'staff as 'set forth in Section 1 below are those which most closely conform to those designations assigned to the properties, on the Metzger Progress Community Plan Map adopted by Washington County. THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1: The recommendation of the Planning Staff as set forth below most closely conforms to those designations assigned to the properties on the Metzger Progress Community Plan Map' adopted by Washington County. Zone change from Washington County R-5 to Tigard R-4.5 (Low Density): WCTM 1S1 25DD Lots 500, 800, 900, 1000, 1100, 1200, 1300, 1400, 1500, 1600, 1700, 1800, 2200, 2300, 2400, 2500, 2600, 2700, 2800, 2900, 3000, 3100, 3200, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, 4100, 4200, 4300, 4400, 4500, 4600, 4700, 4800, 4900, 5000, 5100, 5200, 5301, 5400, 5500, 5600, 5700, 5800, 5900, 6000, 6100, 6200, 6300, 6400, 6500, 6600, 6700, 6800, 6900, 7000, 7100, 7200, 7300, 7400, 7500, 7600, 7700, 7800, 7900, 8000, 8100, 8200, 83001 8400, 8500, 8600, 8700, 8800, 8900, 9000, 9100, 2100, 9300, 9400, 9500, 9600, 9701, 9800, 9900, 10000, 10100; WCTM 1S1 25DA Lots 100, 200, 201, 300, 400, 401, 500, 501, 600, 601, 602, 700, 701, 800, 900, 1000, 1001, 1100, 1200, 1300, 1400, 1500, 1600, 1601, 1700, 1800, 1900, 2000, 2100, 2200, 2300, 2301, 2400, 2500, 2600, 2700, 2800, 2900, 3000, 3001, 3200, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, 4100, 4200, 4201, 4300, 4301, 4400, 4500, 4600, 4700, 4800, 4900, 5000, 5100, 5200, 5400, 5500, 5600, 5601, 5700, 5702, 5800, 5900, 6000, 6100, 6200, 6300, 6301, 6400, 6500, 6600, 6700, 6800, 6900, 7000, 7001, 7100, 7200, 7400, 7500, 7501, 7600, 7700, 7800, 7900, 8000, 8100, 8101, 8200, 8201, 8300, 8301, 8400, 8500, 8600, 8700, 8800, 8900, 8902, 8903; WCTM 1S1 25DB Lots 100, 200, 300, 400, 500, 600, 700, 800, 900, 1000, 1100, 1200, 1300, 1301, 1500, 1600, 1700, 2300, 2400, 2500, 2600, 2700, 2800, 2900, 2901, 2902, 3000, 3001, 3200, 3300, 3400, 3401, 3600, 3700, 3702, 3703, 3802, 3803, 3804, 3805, 3900, 4000, 4001, 4100, 4200,4300, 4400, 4500, 4500, 4700,4800, 4900, 5000, 5100, 5200, 5300, 5400, 5500, 5700, 5800, 5900, 6000, 6100, 6300, 6400, 6500, 6600, 6700, 6000, 6900, 7000, 7100, 7200, 7300, 7400, 7500, 7600, 7700, 7800, 7900, 8000, 8100, 8200, 8300, ORDINANCE NO. Page 1 8400, 8500, 8600, 8700, 8800, 8900, 9000, 9100, 9200s 9300, 9400, 9500, 9600, 9700, 9800, 9900, 10000, 10100, 10200, 10300, 10400," 10500, 10600, 10700, 10800, 10900, 11000, ; 11100, 11200, 11300; WCTM 1S1 250C Lots 200, 201, 202, 300, 400, 500, 600, 700, '800, 900, 1000, 1100, 1200, 1300, 1400, 1500, 1600, 1700, 1800, 1900, 2000, 2100, 2200, 2400, 2500, 2600, 2700, 2800, 2900, 3000, 3100, 3200, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, .4100, 4200, 4300, 4400, 4500, 4600; WCTM 1S1 25CA',Lots 101, 200, ' 300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, 4001; WCTM 1S1 -25CD Lots 4100, 4102, 4103, 4104, 4201; WCTM 1S1 36AA Lots 300, 301, 302, '303, 400, 600, 601, 700, 701, 702, 800, 801, .802, `900, 1000, 1001, 1002, 1005, 1006, 1100, 1200, 1201, 1202, 1300, 1400, 1500, 1600, 1700, 1800, 1900, 2000, 2100; WCTM 1S1 36AD 'Lots 1100, 1200, 1300, 1400, 1500, 1600, '1700, 1800, 1900, 1901, 2000, 2100, 2200, 2201, '2300, 2301, 21400, 2500, 2501, 2600, a 2601; '2700, 2800, 2900, 3000, 3100, 3200, 3300, 3301, 3400, 3500, 3600, 3700, 3701, 3800, 3900; WCTM 1S1 36AC Lots 100, 200, 202,-300, 400, 401, 500, 2600, 2700, 2800, 3300; WCTM 1S1' 36AB Lots 101,, 200, 201, 300,-1600, 1601, 1602, 1700, 1701, 1703, 1704, `1800, 1801, 1900, 2100, 2200, 2300, 3400, 3500, 3600, 3700, 3701, 3800, 3900, 4000. ` Zone change' from Washington County_ R-15 to Tigard R-12 (Medium Density): WCTM'1S1 36 AD Lot 4102. is Zone change from Washington County Institutional to Tigard R-4.5 (Low Density): P WCTM 1S1 36AA Lot 201. Zone change from Washington County Office Commercial to Tigard Professional Commercial (Commercial): WCTM 1S1 36AC Lots 2900, 3000, 3100, 3200. Section 2: This ordinance shall become effective upon the 30th-'.day,- after approval by the Council, signing by the Mayor and posting by the City Recorder. PASSED: By UAJAA)V1)70U,5 vote of all Council members present after being read by number and title only, this day of 1988. Ca herine Wheatley, Deputy Rec der APPROVED: This r,x day of 1988. Thomas M. Brian, Mayor Approved as to form: Citney f'.2 42 , mer Date cn/2460D ORDINANCE N0. Page 2 �"�'�'� � '..��;fir .� ��� �^**w„r .l� 3'�" A`�`#�s's�� •..'�`� .„a_� a'�-- 3:«''�' ..� dy fit; �;�,#k _ s'v �s:�s,. .c ="�`�.�,`�'�r+.� «`,. a NN 6 � Y E 3^€ 3 t p. •C` '. ®� � ... ,s -3.�a.� �x. .Y. r® ,..n ..�■1::.® � ® �iii ' �� ��f ■i =® '�1 ::..ip„► + • ® iii ® !!® Aff, MIN PRA s'► 1! 1111 ..._. 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Y�a�4�r c r_ r'*..s.�.. xx r'-�,-�'• t=j,'�,a..�i .�e;y�. ;, ....-r w.stS..i�i .�...... �u, n. � �a-,rte e. ..j:�a-t��'�t',., r�xv_ �..,a � -,�-��' 32 --,�'.r.�,:c`�" -,t�. r'� ,. =�;�s�.,k.�..a„�; t.�t��� =�'.��s.�" �Z�:s. ..�,.s�.e�w3z�-'T°3,���s-€r�..�,.���.� ..ww.'ty.��,.-r.,r"�:k�.,._s,;+.�.�,�s4;.v^.'rT u2::Wit.#ss.�r�` r�P�:<cxi�x� b+�„4s�sx�, �..sF:..:"�.,_�..ac,.��•..,.�: f�:�. ,�,.kis F t� � 37 kp: �y� SF kt fI. i t � ,, it SAF :r z Lrr z� 4 �i. • • ♦ a r ^w 3 • T f •. 1 4; 4 d+ JT: �ark d 4 4! ! t z v 1� 1 X t ZZs.` 1 r + t sG }}t M• aY y { W2 r'f Yi f s 'c P CK S,y� x � ar{tip, Y ani fl�� af5is�. r1 q,�ai�: ml i aj •a a; f, i t Y. } r r.: z s y t fs d taS{1 3 'v} ( 4xt: • f Asn ?tiYvx -�. tit rr yJ 'xtf Ir yj.�� 11 $ x°+. 2n,. :. ::,u.z „a: DATE April. 11, 1988 I:wish to .testify before the Tigard City Council on the following item: (Please print the information) ` Item Description: AGENDA ITEM NO.- 6 -'PUBLIC HEARING — ZONE CHANGE' ANNEXATION, ZCA 87-�05, NORTHEAST METZGER AREA'' NPO #8 Proponent (For Issue) Opponent (Against Issue; Name, Address and Affiliation Name, Address and Affiliation �N DATE April 11, 1988 I wish to testify before the Tigard City Council on the following item: _ (Please print the information) Item Description: AGENDA ITEM N0: '7 - PUBLIC HEARING - METROPOLITAN SERVICE DISTRICT (METRO) ` Proponent (For Issue) Opponent (Against Issue) Name, Address and Affiliation Name, Address and Affiliation I DATE April 11, 1988 I wish to testify before the Tigard City Council on the following item: (Please print the information) Item Description: AGENDA ITEM N0. 9 — PUBLIC HEARING- DARTMOUTH STREET LOCAL,IMPROVEMENT `DISTRICT Proponent (For Issue) Opponent (Against Issue) �. Name, Address and Affil ation Name, Address and Affiliation Affil b11U-114M5 Dv"r", e,AiLN Ltd/rd,!Uva 1 Gt c Ut57 /rd CNvCIt 1RvTts*j ATrNy ally '�1 �Oti \��Tf"ti@ D c+'1Ago z v Washington County and Clackamas County Alcohol Detoxification and Residential Treatment Program service Description Alcohol Detoxification: This is a six bed short-team (up to 5 days) service for men and women over the age of 14 who are intoxicated or in withdrawal from alcohol. The program is designed to safely withdraw clients from alcohol and to motivate them to seek further treatment for their substance abuse problem. - Since this is a non-hospital service, clients who are unconsccioous or who exhibit life threatening withdrawal symaptoms will be transported o a medical facility for evaluation/treatment. Once the client is medically stable, he/she may be returned to the program to complete the detox process. Alcohol Residential Treatment: This is a 19 bed long term (up to six months) program for adult men who need a structured treatment program to assist them in achieving sobriety. Initially clients receive intensive day-long treatment services. After 3-4 weeks, clients are assisted in finding employment, and treatment continues in the evening hours. t service Provider These services will be operated by Harmony House, Inc. through a contract with the Washington County Mental Health'Department. Harmor►y House has been a private r=1--profit corporation providing substance abuse treatment services in Multncmah and Clackamas counties since 1970. once the Tigard facility is completed, Harmony House will move its Clackamas County operation to the new site. Client Characteristics Based on the past experience of Harmony House, clients entering the residential treatment program will have an extensive history of alcohol abuse. As a result, most will be unemployed, with 60% of the clients wining through the detoxification service first. `1he remaining clients will be self referrals or referred through a wide variety of public and qty agencies. We would expect about 79% of the clients to complete the program with 83% finding gainful MlPlaynwsnt while in treatonent. It is estimated that 55% of the admissions to the detox service will Come from police agencies in the two counties. The remaining referrals will be voluntary clients either self/family referred or referred by social service agencies and individuals. S "v Ll 5E-ssl a 10 WASHINGTON COUNTY, OREGON Jim Peterson,M.S.W. Program Manager (503)68 1-7020 0 Mental Health Department 1679 Southeast Enterprise Circle Hillsboro,Oregon 97123 Frank Smith Executive Director H RMORY HOUSE, INC. 49v0 S.E.'Woodstock Portland,Oregon 97206 Telephone(503)771-1966 "An alcoholic pray be helpless!ud not HOPELESS" t k .� r nc E. ui x . Oregon Coy ressioRV l a March 9, 1988 HONORARY CHAIRMEN The Honorable Tom Brian Mark O.Hatfield Mayor of TIgard 3= United States Senator y Bob Packwood P.O. BOX 23397 United States Seantor Tigard, Oregon 97223 - Les AuCoin United States Representative Bob smith Dear Mayor Brian: k` United Slates Representative Ron Widen United States Representative On behalf of the Oregon Congressional Award Council, Peter DeFazlo I am honored to inform you that students from your i United Stales Representative n > city have been approved to receive' Congressional Denysmhh ned tatesRepresentative Award medals for .voluntary community service and personal excellence. EXECUTIVE COMMITTEE Joan Moore,Chairman _.DerrickDuehren Their .willingness to give of themselves to voluntarily J.Kelley Moore Casey Woodard help others and their communities and sical fitnessare in personal development and physical and rya. ADMINISTRATIVE ASST. admirable. The initiative, k Suzanne Hlldlckexcellence they have demonstrated in .voluntary COUNCIL MEMBERS Service is an inspiration to all involved with CLoonardAnderson the Congressional Award. ,. --'bara Barrie .' loid Bennett Rodney Berg:.. The 1988 group Of Congressional Award recipients <AmielRose Biskar �,. Nancy Botterl will be 'recognized with the presentation of medals r Sue Busby and certificates of achievement by a Member of Sue aonamard April 9th, at 3:30p.m. RoyarteChamar)ms the U.S:. Congress on Saturday, Tim Cowan Capitol. I hope smCoan in the House Chamber of the State Donald Delzer you will be able to join usfor-this..apecial Mike Dewey Sue Dowly occasion. Becky Flowers Jane Frease your cit for the Larkin Franks My y congratulations to you and DlckGinsburg KathleenHannemanspecial recognition awarded to these fine young Mike Harris Lenn Hannon people. Peggy Hart NancyHlldlck lncerely, Lynette Houghton Peggy Hoyt Nancy HuPPertz Brenda[meson Say Johnson Linda Johnson _ Charles Kimbol,Sr.Bill Knox - Nancy Lewis - Joan Moore `Sue Loveland Council Chair Dr.Marla Marin Richard(Dick)Miller Rudy Miner JM:sh Frank Nelson Lynn M.Nelson Alex Paul Cheryl Perrin AltheaPratt•Broome Betty Schedeen Mitzi Scott. Sharron Seldeman - rbara Selby .."ol Sepich Marian Smith Was Smith Tom Stearns / Ray Steinfeld,Jr. Joanne Stern Steve Silvers Jack Tracrisel DoNs Dorlawadaworih P.fl.Box 40005,Portland,Oregon 97240 Mel WaggonerQ oalewhilney An Oregon Nonprofit Corporation /1 (503)297.2704 1988 Congressional Award Recipients GOLD: Shelly Jean Cook Brian E. Smith 8080 S.E. Otty Street 30873 Bellfountain Road Milwaukie, Oregon 97222 Corvallis, Oregon 97333 , SILVER: Clarence C. Cook, Jr Anthony J. Corona 8080 S.E. Otty Street 3209 N.E. 7th Milwaukie, Oregon 97222 Portland, Oregon 97212' Lisa M. Crockett Amin K. Kamadoli 3032 'Morris Place 3828 Ivy Way N.E'. Reedsport, Oregon 97467 Salem, Oregon 97305 Joseph C. Livengood Scott B. Nelson 4850 Fir Place N.W. 1890 Hawthorne Drive n Albany, Oregon 97321 Reedsport, Oregon 97467 Tiare M. Gehrman William D. Norfleet ` 72 Eulalona Court 15170 Guthrie Road Klamath Falls, Oregon 97601 Dallas, Oregon 97335 Travis G. Pilcher II Tricia A. Rosson 7915 S.W. Fanno Creek Dr., #2 3325 N.W. Parkview Dr. Tigard, Oregon 97224 Beaverton, Oregon 97006 Bradley D. Stevens Theodore J. Thoren 3185 Maple Drive 124 Tioga Place , Reedsport, .Oregon 97467 North Bend, Oregon 97459 g_ BRONZE: Joseph A. Ashton Matthew D. Beasley 3075 N.W. Cornell Road 17443 S.E. Boardman Ct. Portland, Oregon 97210 Milwaukie, Oregon 97267 James J. Claus Wesley C. Cook Route 3, Box 169 8080 S.E. Otty Street Sherwood, Oregon 97140 Milwaukie, Oregon 97222 Kevin M. Duncan Mark S Godfrey € 8915 S.W. Arapaho Road 14415 S.W. Yearling €� Tualatin, Oregon 97062 Beaverton, Oregon 97005 Matthew E. Hoekstra John F. Knieling 13880 S.W. River Lane 3791 Wiltsey S.E. Tigard, Oregon 97224 Salem, Oregon 97301 f Todd G. Nelson Andy J. Trumbo 1045 South 8th 14365 S.W. 144th Avenue Coos Bay, Oregon 97420 Tigard, Oregon 97224' all K p ` $ ro°m ° $ ®_ � m� $ }:ate 30ffi CL. Frto 0 Irr a oil 290 kso EL mm � $ � '13� c 3g o� aQa m � a °g ce "- o IR �°? -1A I cm2 � �oa,$ crC, 3 OR 22 K'�9 n.-a �. mm s-M b' < e G �gc wz a ' @c. '�ys.. aw `�fy�c.: `�•��. �m $. 9: y Ou '-+a.° �K� ,m _.M.0 $ ° e to ='a9v m K m ere ° mec me ro» 3 ao wGm w 3 m' omi°cK ' 3 0 °oa �s aw 3 c'o maw ® ` m mt�o9 a F m :/� m m m ® r H8 �mg c $ v� a $ o ® 03� cul o A c ro vm aS o m � ; m.�la0 6 w H m m m o.. t� � < CLS C o �$ an o. g8�5 ® m mo o.a . ,. o oda ; ooh a ggg � A Baa » aaa � Baal a' d. A O° ga° O 0. o map —�'» W, mo so mw g e �� 5,0 Ate$ o— m r »vp 3<6 m�p.� �n ;' my 7° xm m0 O GC AW.+ $Nw (d A EL Qy �°_' dog aI.a 8� ®° m 4 M` Amo m� aa m Cm m � ' w � � aZ � Aa � � � � o go �� 3 ;� mai 9� Ag a V3 as' '»01 35 ® AmEr $ � :3 :19 n'm'm om w i Please send me an appllcation for the Congreeslonal Award. EE Name Street City✓;<zip cod® I Home Phone School District Congresslonal District F tz b10<q OREGON CONGRESSIONAL AWARD COUNCIL P.O.Box 7027 Aloha,Oregon 97007-0027 b �.0 uj N L•V W O C N�� �� ��Qm om Z. c $ $ o•S EE Ue bc '�® aE €1E�`dvFu aEE E HUM 8 c hi G•ca C a �Y�,�YM tcxLAU S�E° ►►_ E m ®® y y( m a rj Ns ilk e' Sir°Ji L° o cm3 $ay�d� �� J 06. A S� eW® v E9oL a o K � ¢ay U In OREGON CONGRESSIONAL AWARD COUNCIL P.O.BOX 7027 ALOHA,OREGON 970070027 ATfNCAwerds COMMIU09 t. OREGON I I March 16, 1988 ' z a` e Mr. Matthew E. Hoekstra 13880 S.W. River-Lane Tigard, OR 97224 Dear Matthew: ' On behalf of the City Council and citizens of the City of Tigard, I am honored to offer to you our congratulations for your participation in the Congressional Award program. Your achieve- h physical fitness are admirable, 1 development and p y meets in persona p and, the initiative, achievement and excellence you have demonstrated in voluntary service to others and to your community is an inspiration to all. I regret I will not be able to attend the presentation ceremony on April 9, but woul'i like to extend to you an invitation to attend our Council Meeting of April 11 so that each,member of Council can personally offer their congratulations. , Once again, our best personal wishes to you. You area credit to your community. Sincerely, Tom Brian Mayor TB:mh { t 13125 SW Hall Blvd„RO,Bax 23397,ilgard,Oregon 97223 (503)639-X1171------ 1YOF TI PD OREGON March 16, 1988 Mr. Travis G. Pilcher II 7915 S.W. 'Fanno`Creek Drive, #2 Tigard, .OR 97224 Dear Travis: On behalf of the City Council and citizens of the City of Tigard,'I am " honored to offer to, you our congratulations for your participation in the Congressional Award program. Your achieve- ments in personal development and,physical fitness are admirable, and `"the initiative, achievement and excellence you have demonstrated in voluntary ,service to others and to your community is an inspiration to all. vi... I regret T will not be able to attend the presentation ceremony on April 9, but would like to extend to you an invitation to attend our Council Meeting of April 11 so that each member of Council can personally offer their congratulations. Once again, our best personal wishes to you. You are a credit to your community. Sincerely, i Tom Brian Mayor TB:mh 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 CITYOFTIFARD OREGON March 16, 1988 Mr. Andy J. Trumbo 14365 S.W. 144th Avenue Tigard, OR 97224 Dear Andy: On behalf of the City Council and citizens of the City of Tigard, I am honored to offer to you our 'congratulations for your participation in the Congressional Award program. Your achieve ments in personal development :and physical fitness are admirable, and the initiative, achievement - and excellence - you have demonstrated in voluntary service to; others and to your community is an inspiration to all. S I regret I will not be able to attend the presentation ceremony on April 9, but would like to extend to you an 'invitation to attend our CouncilMeeting of April 11 so that each member of Council can personally`offer`'their congratulations. Once again, our best personal wishes to you. You are a credit to your community. Sincerely, Tom Brian Mayor TB:mh 13126 SW Hall Blvd,,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 �b CITY OF TIGARD;"OREGON COUNCIL AGENDA ITEM SUMMARY _AGENDA OF: �pri1 11, 1988 DATE SUBMITTED Aril A, 1988 ISSUE/AGENDA TITLE: ' Keys to the PREVIOUS ACTION: None ---- M PREPARED BY: Marcha K. Hunt QEPT HERDOK CIry ADMIN OK REQUESTED BY Marcha K Hunt. POLICY ISSUE Special recognition for volunteer organizations for their positive response to City's :request for, assistance. INFORMATION SUMMARY Jackson & Perkins has donated 100 rose bushes to the City of Tigard. It isn't possible for the Parks Crew to plant them all in a timely manner, so a special request was made of several Boy Scout, Cub Scout: and Girl Scout Troops Since these Scouts have responded on such short notice, Mayor Brian wishes to give special recognition to them for their participation in the planting of these bushes. AL•1'ERNA-fIVLS CONSIDERED None. _.._._.�.______._.-._.......�._.._.�. FISCAL IMPACT None. ..�__�....._...�..._�..------••_-- SUGGESTED ACTION Suggest approval of special recognition to volunteers in the form of Keys to the City. mh4059D .a WE n�s ' MCLAMATIOPY r 4 Ir �lq 'S w WHEREAS, there is no higher calling in our Nation, our State, and in our City than to assure the future of our children; andfi WHEREAS, itisessential that our efforts be directed towards ' k educating our children about the hazards and disastrous effects of drug and alcohol abuse; and21air1''� WHEREAS encouraging children to use peer support is a vital S g , ingredient in helping themselves and theirfriends resist drug and ' a alcohol use; and WHEREAS, it is our responsibility to help our young people �. 1 make a;commitment to themselves and their generation; and ° ' WHEREAS, this City's shopping centers have undertaken a . �� massive and voluntary effort in our communities, with the assistance x.'4 of this City's youths, to educate them on drug and alcohol use and y�y. 4' and alcohol use through encourage them to sign a pledge against drug g y ra�4 a series of special events; ." NOW, THEREFORE, I, Thomas M. Brian, Mayor of the City of y , ` Tigard, do hereby proclaim the week of April 22 to April 30, 1988, - to be "KIDS KNOW1 WEEK IN TIGARD", and urge all citizens to be cognizant of and support the _events _held in conjunction with this special activity to protect our children and their futures; and BE IT FURTHER RESOLVED that the City recognizes and supports the unique r ` contributions of the shopping center industry in joining forces with .� the public sector to sponsor this worthwhile effort. 3„• . 4 ' Dated this Th day`of 1988. ' , 4�Y Thomas M. Brian, Mayor City of Tigard Attest: h City Recorder I• � �a r�- = e r PROCLAMATION µ� r WHEREAS, the legislature of this State has adopted an Act designating Arbor Day and by that Act has designated the Last Friday in April as Arbor Day; and *.• a WHEREAS, it is the purpose ;of the designation of this day throughout the Nation to encourage the .planting, of shade and forest trees, to encourage the harvesting of our forest crops by approved:conservation_methods, and to encourage the protection of "- our forests from the scourge of devastating fires, 'insects, and diseases that `destroy the beauty and usefulness of our woodlands as well as their wildlife; and WHEREAS, ,through the cooperation of all residents of this City ' the beneficial effects of forest tree plantings, ; proper A conservation practices in harvesting, timber, and the protection from the natural enemies of the forst can be materially increased, and we can pass on ;an enduring heritage of a vital natural resource to succeeding generations; ` NOW, THEREFORE, I, Thomas M. Brian, Mayor of the City of Tigard, do hereby proclaimFriday, April 29, 1988 as Arbor Day in Tigard, and urge everyone able to do so to observe this day by the r planting of one or more trees .and by participating in one or more programs that the sponsors of Arbor Day may provide. GIVEN, under my hand and seal of the City of Tigard, this day of April in the year of Our Lord one thousand nine hundred and eighty eight. M E dpi i Thomas M. Brian, Mayor City of Tigard (11 Attest: € .. ' City Recorder } M1 f . .r ,v �4 PROCLAMATION WHEREAS, there is no higher calling in our Nation and in our State and in our City than to assure the future of our community; i and WHEREAS, it is essential that our efforts be directed towards `* , educating our community about the hazards and disastrous effects of drug and alcohol abuse; and y WHEREAS, encouraging our community to use support from others ' in helping to resist drug use is a vital part in helping to reduce and prevent drug and alcohol abuse; and WHEREAS, it is our responsibility to help our community make a commitmentto themselves;: NOW, THEREFORE, I, Thomas M. Brian, Mayor of the City of Tigarddohereby proclaim that Saturday, May 7, 1988, is "Eight Drug and Alcohol Abuse Day in Tigard", and do hereby urge all citizens to be cognizant of and 'support the : event held in conjunction with this special activity to';protect our community; and BE IT FURTHER RESOLVED that the City reccgnizes and supports the unique contributions of "Comprehensive Options for Drug Abusers" (CODA) in joining -forces with the public sector to sponsor this worthwhile event. Dated this day of April, 1988. - f Thomas M. Brian, Mayor City of Tigard e Attest• City Recorder 4 r 11 angglifellill,11110 1 110 r. MEMORANDUM , q CITY OF-TIGARD, OREGON TO: Bob Jean, City Administrator- March 25, 1988 FROM: Wayne Lowry, Liaison to Utility & Franchise Committee Al SUBJECT: Annual Solid Waste Rate Review In accordance with TMC 11.04.090, the Utility and Franchise Committee received from all franchised garbagehaulersoperating within the city, annualreports for operations in 1987. The committee met on March 17, 1988, to analyze the annual reports and to calculate the average profit percent for 1987. After adjustment for disallowed deductions from gross revenue, it was determined that the average profit percent was 1.1,36 percent. The rate review procedure adopted by Council on September 14, 1987, states that if the profit rate falls between 8 percent and 12 percent, no per can rate adjustment is required. In compliance with the procedure, the Utility and Franchise Committee recommends no adjustment to solid waste rates resulting from the annual report review. The TMC specifies that the City Administrator shall report to the Council by April 1 on the franchise reports and propose rate adjustments, if any. On a related subject, Metro has settled on a landfill Oregon. Although the transportation and transfer site near Arlington, site portions of the process have not been kid, it is estimated that the solid waste rate increase will be over $2 per can. According to current estimates, this increase will not take effect until mid 1989. ht/3939D i MEMORANDUM CITY OF TIGARD, OREGON TO: Honorable Mayor• and City Council March 31, 1988 FROM: Wayne Lowry, Finance Director SUBJECT: BondAnticipation Notes for LID's We have been working with our financial advisors, Government Finance - Associates, in anticipation of our interim financing needs` related to 135th and Dartmouth Local Improvement Districts. Both projects will be funded through the sale of Bond Anticipation Notes (BANs) until completion, at which time Bancroft bonds will be sold, Attached is ;a schedule from our -financial advisors for the BAN sale. Note that no commitments will be made until the City Council passes an ordinance related to the 'Dartmouth" LID currently scheduled for Public Hearing on April 11, 1988. ht/4020D Attachment Goverament Finance Associates,Inc. ;t March 24, 1988 1300 S.W.5th Avenue, Suite 291.9 (% Portland, Oregon 97201 503/222-1405 CITY OF TIGARD BOND ANTICIPATION NOTE SALE (NEGOTIATED) FINANCING SCHEDULE CODES: GFA = Financial Advisor (Government Finance Associates) - TIG = City of Tigard BC = Bond Counsel (Lindsay Hart) UND = Underwriters '(Oregon Bank) WG - Working Group (All of the above) DATE EVENT PARTIES Apr 7 Thur Draft Offering Memorandum to WG GFA i Apr 11 Mon City Council passes final TIG assessmentordinance. Apr 12 Tues Comments on draft Offering WG Memorandum to GFA by end of day Apr 13 Wed Offering Memorandum to printer GFA Apr 14 Thur Offering Memorandum to UND for GFA distribution Apr 19 Tues Pre-Pricing Conference Call WG Apr 20 Wed Pricing call setting price,spread TIG,GFA, UND The City's negotiator and Note TIG purchase agreement signer should be available Transcript preparation begins BC,TIG Apr 28 Thur Closing Memo distributed GFA Offering Memorandum to printer GFA Apr 29 Fri Offering Memorandum to UND GFA May 3 Tues CLOSING WG l4 Tallahassee,Florida Nnceton,New Jersey New York,New York (Headquarters) MEMORANDUM CITY OF TIGARD, OREGON TO: Mayor and City Council April 1, 1988 r�FROM: Jill Monley, Community Services Director* SUBJECT: NPO Participation In reviewing NPO activities, it appears that some NPOs are up and thriving while others are 'completing their perfunctory review tasks only. It appears to me that those NPOs that are performing at the latter level have not had the benefit of new membership bringing in new ideas and new enthusiasm. This is further complicated in that membership has dwindled, leaving a relatively small core of "active" members. There are several ways to encourage participation in NPOs: o Direct recruitment o Advertising in hopes of soliciting volunteers o Word of mouth o Appointment Advisory Committee suggestion based on lack of other committee's vacancies at the time. i We have tried many of these approaches and they all are helpf=ul. At this time I think we may want to focus on "direct recruitment" in an attempt to strengthen and balance out some of our NOPs. t Attached is an NPO summary listing the names of current members in each of the NPOs. I would like each of you to review this list and to think of people who you may know within each of the NPO areas who might be interested in serving on the NPO. Please call me if you have any questions. ht/3981D IEI Ill III lizj� III !I INNER 1 N.P.O. LISTS MARCH 30, 1988 NPO # 1 - 2 Emmett Whittaker - Chair -NPO # 7 William Brown Patricia Taylor Cantrell Lee Cunningham Edward Duffield Russel Head Daniel Gott Russell Krueger Gareth Ott Doug Pettitt Eugene Sena Nancy Robbins- Contact Person Robert Wyffels Blake Wiland NPO # 8 Marjory Haglund - Chair NPO # 3 Bob Bledsoe - Chair Ray Baldwin Chris Bednarek John Blomgren Daniel Walsh Betsy Brinkley Steve Hooker Bob Burness Lou Anne Mortensen Herb Curtis Herman Porter Charles Daley Michael Smith MichaelErickson Jim Hein John Nolan resigned 3/25/88 NPO # 4 Louise Stewart - Chair Sue Siebold - Secretary Geraldine Ball Lou Christen Jean Danley Carl Johnson Irving Larson - Secretary Gordon Martin Rick McMahon Alan Roth NPO # 5 Craig Hopkins - Acting Chair Bill Bieker Howard Cornutt Sharon Takahashi - Secretary Harry Saporta Larry Schmidt Richard Bowen NPO # 6 Phillip Pasteris - Chair Sue Carver Mary Clinton Walter Crow Marge Davenport Denis Hackelman Rick Herr Mick McDonald Teresa McKenzie Marcy Nodland Connie Smith .i_ .f ,:M. _.�- t 3;<...,. ,k, ..• _ ;..r... t.�,.�-i, t„��,f r fi_ •�-'r s-=x �'eF .,v fi _ A . 5 old MORM jo al ilzi 4 k 74 as 3 h x d F $iff�2 :��{F�j I{ ®,� � ri� ?• -sl .��j qty t ,J ,,.�fpfss �,� .� �.�5 ��.£ � • �.. 1� Sr}�� r p i a � ►�` rt•- ,O� • x�r. - �� �, 't.��k�§tip l 7 F Y �EZ z of rlx a it axe tAc v >x r x r k rx �t r r � rx 4 � 1 x. fs �i j?� ,�tt• S,'!. �f`T +� a+x � ✓ S :r�'r�f !I 1}}2t ..- �t t r� Z > 1 4 ��1 4a ?? } '4 4 �1�'.��p�� Lf(idf I'j{, k{� r` .,,.4 E. �� ... +• 4i r a i t r$j {„ 'f�.'� 7�t r�� a SS ;j la y , �„ S, �' -f �-'�'+7. }�y r>•$v ' c RJR ME11 L CITY OF TIGARD, OREGON f B S MEMORANDUM TO: Honorable Mayor and City Council April h, 1988 FROM: Bobs Jean, City Administrator l SUBJECT: COUNCIL_ CALENDAR, FY 1987-8II Attached is an updated tentative calendar fr' this V�fput iscal ye on tnarkscial Council meetings ar-e marked with an asterisk (*). erall� OK, we can proceed and along side those still needing Council OK. If generally make specific adjustments in;the Monthly Council Calendars, April `II8 Tentative date for Beaverton joint meeting???? *11, Mon Council Business Agenda (6:30/7:30) X19 Tues Council Executive Session (6:00) Labor Relations *15, Fri Council Workshop (Shilo Inn; 5:30 Social; 6:30-10:00 'Dinner) x16 Spat Council Workshop (Town Hall Conference Room; 9 an-r-4 pm) x'18, Mon Council Study Agenda (6,:30) 20, Wed MACC fleeting (1:30) — Beaverton Library " 21, Thurs Community Development Block Grant _ Planning Advisory Board (7:30) — Location TBA 22, Fri Metro Managers Meeting (2:00-5:00pin, Social Hour to follow) x'25, Mon Council Business Agenda (6:30/7:30) x26, "rues Volunteer Awards & Recognition Dinner, (6:30 pm) fav `88 2, Mon No City Council Meeting 7 Sat Mother's Day Classic (Tigard Marathon) 8, Sun Mother's Day *9, Mon Council Business Agenda (6:30/7:30) 13, Fri Tigard Chamber of Commerce First Niter (7:00 pro, Charlie's at Nyberg Inn) x•16, Mon Council Study Agenda (6:30) 17, Tues Primary Election 18, Wed MACC Meeting (1:30) — Beaverton Library 19, Thurs Community Development Block Grant Planning Advisory Board (7:30) — Location TBA x23, Mon Council Business Agenda (6;30/7:30) 30, Mon Memorial Day (No City Council Meeting) June '88 June? Council Workshop (w/Staff?) *13, Mon Council Business Agenda (6:30/7:30) Budget Hearing 14, Tues Flag Day Council Calendar Page 1 s June '88, cont, 15, Wed MACC Meeting (1:30) Beaverton Library ent Block Grant Planning Advisory ib, Thurs Community Developm Board (7:30) - Location TBA : t_ 19, Sun Father's Day x•20, Mon Council Study Agenda (6:30)-City Center Plan Task Force? *27, Mon Council Business Agenda (6:30/7:30) $ ` , �i <July '88 � 1 4, Mon Fireworks *11, Mon Council Business Agenda (6;30/7:30) 15-17, Fri-Sun Sherwood Robin Hood Festival *18, Mon Council Study Agenda (6:30) Transportation Committee? 20, Wed MACC Meeting (1..30)---.Beaverton Library 20-21, Wed-Thugs Timothy Lake Conference 23, Sat Cruisin' Tigard *25, Mon Council Business Agenda (6:30/7;30) s 28-31, Thurs.-Sun Oregon Mayors Association Meeting (Riverside Inn, Grants Pass) i 30, Sat Employee Picnic s; August 188 e: *8, Mon Council Business Agenda (6:30/7:30) 13, Sat Tualatin Crawfish Festival (Tual. Comm, Park) � X15, Mon Council Study Agenda (6:30) , X22, Mon Council Business Agenda (6:30/7:30) ' September '8II; *Sept Neighborhood Town Halls 5, Mon No Council Meeting (Labor Day) 1 x•12, Mon Council Business Agenda (6:30/7:30) t *19, Mon Council Study Agenda (6:30) 21, Wed MACC Meeting (1:30) -• Beaverton Library *26, Mon Council Business Agenda (6:30/7:30) October 188 I' , *Oct Neighborhood Town Malls *10, Mon Council Business Agenda (6:30/7:30) 10, Mon Columbus Day x`17, Mon Council Study Agenda (6:30) c 19, Wed MACC Meeting (1:30) - Beaverton Library I *24, Mon Council Business Agenda (6:30/7:30) 31, Mon Halloween f November '88 8, Tues Election Day 12-15, Sat-Tues League of Oregon Cities Conf. in Portland *14, Mon Council Business Agenda (6:30/7:30) 16, Wed MACC Meeting (1:30) - Beaverton Library *21, Mon Council Business Agenda (6:30/7:30) 24--25, Thurs-Fri Thanksgiving Holiday Council Calendar - Page 2 ` December '88 ?Dec Council Goals Workshop? k5, Mon Council Business Agenda (6:30/7:30) *12, Mon Council Study Agenda (6:30) *19, Mon Council Business Agenda (6:30/7:30) 21, Wed MACC Meeting (1:30) - 'Beaverton Library 26, Mori Christmas Holiday January '89 2, Mon New Year's Day 16, Mon Martin Luther King, Jr. Holiday February "'89 14, Tues Valentine'sDay 20 Mon President's Day March '89 17, Fri St. Patrick's Day 24, Fri Good Friday 26, _Sun Easter May '89 14, Sun Mother's Day 29, Mon Memorial Day June '89 14, Wed _Flag Day 29, Mon Memorial Day July '89 am 4, Tues Independence Day September '89 4, Mon Labor Day October '89 31, Tues Halloween November 189 23-24, Thurs-Pri, Thanksgiving Holiday December 189 25, Mon Christmas Holiday mh0028a Council Calendar — Page 3 TENTATIVE AGENDAS-CITY COUNCIL 4/15-16 Council Workshop xx Board &„Committee Workshops - Planning COnllli6aiOn 5/16; Utility 4 Franchise 10/17; Economic Development 11/21; Library Board 12/12. SM AM ® FP,-4-1 RM FTI Q RM 0 ITEM WHO? 4/11 4/15-16 4/18 4/25 5/9 5/16 5/23 6/13 6/20 6/27 JULY LATER NOTES Loreell C C C C C C C C 1. Minutes n— x x a x 2 Visitor's Agenda — /b x X X C 3 Consent Agenda //// 'C r C C C C C 5. C. 4. Executive Session Staff x 5 5 5 5 >0, 5 5 5 5 X 4/12 E 5/23 'Maw, June. C 5 Mar April Monthly Departmental Reports Staff _. -- _cc C 1st Mtq/Mo; 6 Council Meeting Calendar Update Marcha CC C -- C C As Needed 7 Board G Conmittee Appointments _ Staff — C Ca x x x B. Donna X Keys To City -- — —. — X 9. Proclamations Marcha X x=2 — 10 Training Requests /�// C -- Bob_J. KC? Beav? A TWD? 11 Intergovernmental Meetings CCPT Rx RWVS 2-Hour Workshops 12 Board& Dept. Workshops Bob J a 7/18 Workshop 13 Trans/Streets Public Facility Plan Rand erm_ Q ;O Aug. Workshop 14 Downtown-City Center Plan Liz _ — Sept. Workshop 15. Park Board-Park Bond G Plan Liz__ — -- -- -- 16. Detox Center Presentation Citim SS -- — 17 NE Metzger ZCA 87-05 Liz PH — — -- 18 Metro Hearing (Form of Government) Bob 19 Sewer/Storm Delinquency Fee Increase Ord. Jill �X — "'— a. . 4/25LCRB Bd.Sl_ 20. Dartmouth Street LID Rand W.SQL C. -- 21 Safety Town Insurance Rider Jill C _ _ — 22 David Mailbox Parking Status C — 23 Solid Waste Rates Annual Report Evaluation Waynel C T, Ongoing 24 911 Report Update - David C — — _ — Bob J C X".' Budget Hearing 25 Senior Center Remodel � --- — X' X 26 Council Workshops __ Bob J — — 27 Municipal Services/Contracts Policy Bob J — 5 a — 28 Annexation Policy - Bob J _ X -- x — 79 Bull Mountain/Walnut Study Report Bob J X C --C — _ 30. Prean of Interest Resolution Bob J ?� -- -- — 31 Conmunity Survey Results Jill X C --- — — - ,32 Marcha aC Quarterly Commissioner Roy Rogers — X 33 Public Imp. As Conditions Of Development Rand C 34. Diamond Area Plan Discussion Bob J T = P Cont. from 3/28 35 Sign Code Revisions ZOA 87-07 Keith — — � C C 7/88 in CAS Rpt, 36Finance Monthly Report WayneL— C —'- 37 City Administrator Perfomance Review Bob J C — — — — C X Sept G Feb 30 Municipal Court Study Report Jill — x 39 Streetlighting Policy Report Rand C — — 40 Trans Consultant/Murray-Walnut-Gaarde Rand W_ — — — -- — 41 Triangle Study Memo Rand C — — — — 42. Durham USA Plant Grounds Maintenance Cont. Rand W— — — C — — — — 43 Parking Lot Bid Award (LCRB) Rand — — — CC� X? Phases I 4 II Liz — — Cy 44. Parke Consultant Authorization Li_ — — 45. WCCLS Contract IreneE — C -- — 46 Vacation-70th Avenue (Gonzaga/North) Rand C— PH — 47 79th G Pacific Huy. ZC/CPA 88- Keith — — PH -- X Ongoing Jan_— — X? x? 48 ice Personnel Rules Updates -'— 49 Salary Plan/Benefits Update/88-89 Pay Plan Janice — x rc-) C -- AA�l-- X_ a 50 Civic Center Remodel/Expansion Bob J — — 51 Triangle Area Plan Discussion Rand -- X? — \ Prior to Budget 52, Fees G Chargee Revisions-Ord. Changes Waynel— 53 1986-89 Budget - WaZn — — — -- -- — 54. CCPTF Financial Consultant Liz_ 55 County/Tigard UPAR Update-Active Plan Liz—__ X — — X 56 Building Use Policy (Civic Center Only) Ire_ng_ X? — — _ IE/MH/DL/KL/LW X X 7/18 6 8/22 57 Purchasing Rules Discussion/RevisionsWaynel _. -- x Fall 58 5-fear$Plan/Staffing Plan Bob J C 59. Sheriff Patrol Discussion David — 60 Security Code David X 61 Post/Tow Hearing Ordinance David — — — — — — — — — — X 5 62 Crime Prevention/Neighborhood Watch Ord. Da_vid -- x 63. Exotic Animal Ordinance David — — — — — — — — — 64 Cosmunity Involvement Work Plan _ Jill — — — — — — — — X Liz_ X 65. Park Plan Land Purchase -- X Petition Circ. 66. Vacation-Merestone Easement Rand C— — — — — — — — x 67 Vacation-70th Avenue (Hampton/Gonzdga) a299YC— — — — — — — C 60 Vacation-99W Frontage/R.A. Gray Rand C— — — — — — — — — Rand C x C 69. 130th ROW Condemnation — -- -- —' 70 Downtown Transportation Consultant _ Rand W— — _ _. — — — — — X Tob 71. Noise Ordinance Revision 9K9YR_- — _ .— — — — — - Rand W—_ X 72, 93rd Avenue LID Petition -- "—' "—' X Sch. Bid (ward 73. Cook Park Irrigation Bids- LCRB G CIF Rand _— — -- x 74 Metzger School Parking/Truck Limits Rand — — — C 75. Tualatin River Wateuelilty Report Rand — X f,Metro PaesThru 77, 7A. E(Eh ---- •— C C C C C C 1.' Minutes Loreen C -C C — 2 Visitor's Agenda //// 'C� -- x X x^ X X C a 3 Consent Agenda //// C C C C C C C C 4. Executive Session _ Staff � 5 5 5 5 � 5 5 5 5 X 4/12 & 5/23 S. Monthly Departmental Reports Staff Mar April _ M� June -C 6 Council Meeting'Calendar Update Martha` CC C C CC C 1st Mtg/Mo, 7 Board G Committee Appointments Staff C C C `C As Needed 8 Keys To City Donna X — — X -— a — -- X X 9. Proclamations Marcha X XX=2 X 10. Training Requests C —X K 7 BaRR vNS. -'X TWDo 11. Intergovernmental Meetings BobJ — — X 2-Hour Workshops 12 Board & Dept Workshops Bob J — — 13 Trane/Streets Public Facility Plan RandyW— a 7/18 Workshop Q Sept. Workshop 14 n Downtow -City Center Plane Liz ._-. �/9t3o 15. Park Boar - Park Bond G Plan Liz SepWorkshop Board 16. Detox Center Presentation Citizn SS — 17 NE Metzger ZCA 87-05 Liz - PH — — — 18. Metro Hearing (Form of Government) Bob J PH — —_ — 19-Sewer/Stour Delinquency Fee Increase Ord_Jill _X - — a 4/25 LCRB 8d`S1 20. Dartmouth Street LID Rand M — C — — 21 Safety Town Insurance Rider Jill C — --22. Mailbox Parking Ordinance Status Report David C _. 23 Solid Waste Rates Annual Report Evaluation WayneL C — _ _ — — David C _ X Ongoing 24911 Report Update. a? Budget Hearing 25. Senior Center Remodel Bob J C -- 26 Council Workshops Bob J — -- — — X? — — X 27 Municipal Services/Contracts.Policy Bob J X X — 28 Annexation PolicyBob J _,X C 29 Bull Mountain/Walnut Study Report Bob i x C -- — 30. Areas of Interest Resolution Bob J X C 31."Community Survey Results Jill — X C - -32 Commissioner Roy Rogers Marcha— — X X Quarterly 33 Public Imp As Conditions Of Development RandyC — — — — X 34, Diamond Area Plan Discussion Bob J X -- Cont. from 3/28 35 Sign Code Revisions ZOA 87-07 Keith P -- C — 7/88 in CAS Rpt. 36 Finance Monthly Report WeyneL— C — C C C 37 City Administrator Perfornance Review _Bob J _ — X Sept G Feb 38, Municipal Court Study Report Sill _ _ C — 39 Streetlighting Policy Report Rand C — — — X 40. Trans. Consultant/Murray-Walnut-Gaarde -..Rand W— C — — 41 Triangle Study Memo RandyW _ C — — — 42. Durham USA Plant Grounds Maintenance Cont. Rand W_ _ C — -- -- — -- 43. Parking Lot Bid Award (LCRB) ' RandyW — — C — — — 44. Parks Consultant Authorization Liz - C S _- CM J:.' Phases'I G II 45, WCCLS Contract - IreneE _ C -- 46. Vacation-70th Avenue (Gonzaoa/North) Rand C— _ _ PH — 47 79th'G Pacific WY ZC/CPA 88- Keith PH — ---— —' �' x.� X?. ,.. —:..X Ongoing 48 Personnel Rules Updates _Janice— � — 49 Salary Plan/Benefits Update/88-89 Pay Plan Janice X — BobJ � �a.-lI,� ��X_�� X 50 Civic Center Rerodel/Expansion -- — 51 Triangle Area Plan Discussion __Rand&— --- — X? — - - Prior to Budget 52 Fees G Charges Revisions-Ord. Changes �RneL — 53 190B-89 Budget Wil—- 54. CCPTF Financial Consultant Liz — _ — a -- 55 County/Tigard UPAA Update-Active Plan Liz_- — X a 56, Building Use Policy(Civic Center Only)' IreneE_ __ C? IE/MH/DL/KL/LW x X 7/18 6 8/22 57 Purchasing Rules Discussion/Revisions WayneL X Fall 58 5-fear$Plan/Staffing Plan Bob J — — 59. Sheriff Patrol Discussion David — X X 60 Security Code David — — — — — —- — — — — — 61 Post/Tow Hearing Ordinance David — X X 62 Crime Prevention/Neighborhood Watch Ord. _ David 63, Exotic Animal Ordinance David -- -- X 64 Community Involvement Work Plan _ Jill -- X 65, Park Plan Land Purchase Liz — X 66, Vacation-Merestone Easement Rand C— —- X Petition Circ, 67 Vacation-70th Avenue (Hampton/Gonzaga) Ra dyC — — X X 68 Vacation-99W Frontage/R.A. Gray Rand C— — PH 69. 130th ROW Condemnation Rand C X 70, Downtown Transportation Consultant Rand — — -- -- X.71. Noise Noise Ordinance Revision Randy,W _ — -- T 72. 93rd Avenue LID Petition Rand — — — -- -- — X Sch. Bid Award 73 Cook Park Irrigation Bids- LCRB G CIP—Rand _, — — — — -- X 74 Metzger School Parking/Truck Limits Rand — — — — — — — — — — X 75 Tualatin River Water Quality.Report Rand — — — — — — — — — — — X G Metro PaseThru 76, Solid Waste Rates Fees Increase WayneL— _ -- 77, 79. — — 80. 85, WHO? 4/11 4/15-16 4/18 4/25 5/9 5/16 5/23 6/13 6/20 6/27 JULY LATER NOTES ITEM DUE TO WP/SS FOR TYPING3/25 4/1 4/8 . 4/22 4/29 5/6 5/26* 6/3 6/10 6/9 /16 DUE TO LOREEN AT 5 PM READY FOR PACKETS 3/31 4/7 4/14 4/28 5/5 5/12 a6/2 Thursday bdue to Memorial Day Holiday lw/4796A/24fl =Cable cast business meetings — Updated 4/4/88 MEMORANDUM CITY Or TIGARD, OREGON TO: Honorable Mayor, C'` Coun '1 IvL April 4, 1988 and City Administr t r �' l� FROM: Chief of Police a SUBJECT: Mailbox Parking Violations Update On 12-7-87 Council amended the Mailbox Parking Ordinance to prohibit parking within ten feet (101 ) of a mailbox. This amendment was in response particularly to mailboxes being blocked in the area around the High School. At the time the amendment was adopted council directed staff to monitor where mailbox parking violation cites were being'issued and to report to Council the ' monitoring results in four months. In the time period between 12-7-87 and 3-31-88, fourteen (14) citations for blocking mailboxeswere issued. All citations were written in the High School area. Eight (8) citations were written on S.W. Martha; five (5) on S.W. 88th and one (1) on S.W. 87th Street. ,i r --------------------- RM 4. CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: 4/11/88 — DATE SUBMITTED: _ 4/4/88 _ ISSUE/AGENDA TITLE: Senior Center PREVIOUS,ACTION: N/Fl Repair, ContinGenc� PREPARED BY: Wayne Lowry DEPT HEAD OK ' CITY ADMIN OK REQUESTED BY Cliff Scoi.i POLICY ISSUE Shall General Fund contingency be appropriated for necessary repairs to the Tigard Senior Center floor-, and replacement of the water heater? INFORMATION SUMMARY The Tigard Senior Center pantry and kitchen flours have become water damaged and the water, heater, needs to be replaced. Quotations for the replacement of the floor and the purchase and installation of a new water heater have been L received from the required number of vendors. The lowest cost quote is $5,418. This repair was riot included in the 1987-88 Adopted Budget. ALTERNATIVES CONSIDERED 1. Appropriate General Fund contingency in the amount of $5,418. 2. Du nothing. FISCAL IMPACT s 1. Reduces General Fund contingency by $50418. 2. Unknown further damage may occur. € SUGGESTED ACTION i Staff recommends the appropriation of General Fund contingency in the amount of $5,418, r. ht/4064D i° OEM s; 1 CITY OF TIGARD, OREGON RESOLUTION NO. 08— A Resolution of the Tigard City Council appropriating contingency for repairs at the Senior Center. WHEREAS, the kitchen f=loor, pantry floor, and the water heater need replacement at the Senior Center; and i WHEREAS, the costof such repairs is estimated at $5,418, which was not anticipated in the 1987-88 Adopted Budget; ;and WHEREAS, the Tigard City Council wishes to maintain the Tigard Senior Center, ` making it available and usable by senior citizens of Tigard. NOM, THEREFORE, BE IT RESOLVED by the Tigard City Council that: Section 1: Contingency is to be appropriated as follows: General Fund Capital' Projects $5,418 , Contingency (5,418) PASSED: This day of 1988. ATTEST: Mayor - City of Tigard City Recorder— City of Tigard XAPPREDAS TO FORM: ecorder Dat ht/4064D RESOLUTION NO. 88 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11 1988 DATE SUBMITTED:: March 31, 1988 ISSUE/AGENDA TITLE: _ PREVIOUS ACTION: Safety Town Liability Coverage -from June 20 1988 ou h Jul 15 1 PREPARED BY: Donna Corbet DEPT HEAD OKU14 CITY ADMIN OK REQUESTED BY Sylvia Stohr Safety Town POLICY ISSUE The City has allowed special non.-profit groups to be named on their liability policy for specific; community events. Safety Town is one of two non—profit groups that have been named in past years; Cruisin' Tigard is the other. _ YINFORMATION SUMMARY A request has been received from Sylvia Stohr, coordinator of Tigard Safety Town event, for liability insurance coverage to beaddedto the City's policy to cover the Safety Town Activities to be. held June 20, 1988 through July 15, 1988. The activities are similar to past years in that, they provide instruction for, children ages A 6 years in all aspects of safety. Tigard Safety Town will pay any additional premium. ALTERNATIVES CONSIDERED 1. Approve Safety Town's request for- liability rider to the City's;insurance. 2. Deny Safety Town's request. FTSCAL IMPACT SUGGESTED ACTION_ 1. Motion to approve the addition of a liability rider to the City's policy and Tigard Safety Town Committee to pay any premium due. do:3983D CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11 1988 DATE SUBMITTED: April 4, 1988 ISSUE/AGENDA TITLE: Termination of PREVIOUS ACTION: Sewer "Agreement>With Predeliver Service Corporation PREPARED BY: Randall R. Wooley DEPT HEAD OI /''CITY ADMIN OK REQUESTED BY: _ POLICY ISSUE Shall the City terminate a 1967 ' agreement for sewer serviceto the Ford Predelivery _site? INFORMATION SUMMARY In 1967, the City and Predelivery Service Corp. entered,into an agreement to provide sewer service to a site on 72nd Avenue which was at that time outside the City. The site is now annexed to the City and subject to the usual City regulations and sewer charges, It appears that the agreement is no longer needed. The owners of the site have requested that the agreement: be terminated in order to clear the title on the site. This will facilitate a proposed sale and site redevelopment. _ ALTERNATIVES^CONSIDERED 1. Approve the attached resolution terminating the agreement 2. Withhold approval. FISCAL IMPACT None. The sewer is already constructed. Any new development will pay the usual connection fees. f SUGGESTED ACTION Staff recommends 'approval of the attached resolution prepared by the City Attorney's office. br/4062D •;ter:. :'"i � ,r �.ca F _ r ? 3 .>.,of y-: R� 1 .".r`.: x �s a S y. �i Z 4 F I L 2� f yr S i i d4F ti T f{a x _ t Z � °d _ d a ® 6 c tN all ME w ®L �, �®fir®/■�rri , � , ..: ' ' . �1 ��xz 6 rfF MEMO MON 1 61. All man ON LE lq �����ri���rr uriulll� 1 : ■ j r, r r ' � ■ i �a a. r"frx ✓ p's•�.a.5 � � a ..o.s>a��.v.«s'a�o��„.w. .�ts:a<....,TZi:�1-__erx.t..,, _. .........� ..e. ..,_x4..:� � �.�.f.,...,,.C F..k.�Lk.�..�ir..�,.r t. ,:r,.,, �:},r';..✓.u.�s.��.:t��C,?�_�;rr�..o✓a"1'.G�..'�,� CITY OF TIGARD. OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11, 1988 DATE SUBMITTED: March-29, 1988 ISSUE/AGENDA TITLE: 9-1-1 Cost Study_ PREVIOUS ACTION: Report and Joint Resolution for the provision of 9• - Services.' PREPARED BY: D. Lehr DEPT HEAD OK CITY ADMIN OK � REQUEST"ED BY: D. Lehr POLICY ISSUE Should the City continue it's non-contractual relationship with TRFPD for the provision of Basic 9-1-1 or negotiate a.contract with TRFPD jointly with the Cities of Tualatin, Sherwood, Durham, and King City, defining the responsibilities of of the_ parties and in line with the costingmethodology and formula as per the study and to explore other 9--1-1 service provision options. INFORMATION SUMMARY The City Council has expressed it's desire to enter into a formal contract with the Tualatin Rural Fire Protection District fur the continued provision of basic 9-•1-•1 services, defining responsibilities of the Par-tips and setting a method for determining the cost of services provided The Council, with the Cities of King City, Tualatin, Sherwood, and the Fire District commissioned a joint formula for costing basic 9-1-i study to defined a methodology and services from the fire district to the Cities. Economic Resources Associates, Inc„ was cunnnissioned to conduct the-Basic 9-1-1 Cost Study and has completed their report. The report provides a methodology for costing basic 9-1-1 'services. As part of the study, Economic Resources conducted a comparison of the district costs per call with other centers and based on cursory information found their costs to be higher. The report also addressed the issue of held calls. Held calls are those received by the District Comm. Center- that do not result in a dispatch of emergency equipment. Held calls include: no one on line, children, confused person, information requests, etc. These calls generally can be regarded as abuses of the system. Because held calls must be paid for and because held calls apportioned to Tigard considerably exceed the number, of calls transferred to Tigard for dispatch, the major portion of our _9-1-1 costs are for these "junk" held calls. It would seem desirable that the Cities explore other possible options including an enhanced 9-1-1 option, for, less costa You will have received a copy of the Basic 9-1-1 Cost Study in your- packet. Staff is requesting that you formally receive the study and provide staff with further direction. ALTERNATIVES CONSIDERED 1. Receive the study and direct staff to negotiate a contract with the fire district and explore other options for provisions of 9-1-1 services with a report back to Council no later, than December 1988. 2. Receive the study and direct staff to negotiate a contract with the fire district, but not explore other options. 3. Receive the` study and- direct staff to continue with the existing relationship and costing method and explore other options. 4. Receive the studyand direct staff to continue with the existing relationship,and costing method and not explore other options. FISCAL IMPACT 1. State collected and distributed 9--1-1 revenues minus ` projected 9-1-1, costs, as per the 9--1--1_Cost Study and staff time for the ,options study. Approximately $18,000 Net Revenue 2. State collected and distributed 9-1-1 revenues minus 'projected 9•-1-1 * costs, as per the 9-1-1 Cost Study. Approximately $18,000 Net Revenue 3. Expenditure of all state collected and distributed 9-1-1 revenues and staff time for the options study. Approximately $70,000 Expenditure of Revenue - No Net Revenue 4. Expenditure of all state collected and distributed 9-1-•1 revenues. Approximately $70,000 Expenditure of Revenue — No Net Revenue SUGGESTED ACTION Staff' recommends adoption of alternative number 1, receive the study and direct staff to negotiate a contract with the fire district and explore other options for provision of 9-1-1 services with a report back to Council no later than December 1988. ht/3982D { i CITY OF TIGARD, OREGON RESOLUTION NO. 08— A RESOLUTION OF THE T'IGARD CITY COUNCIL AUTHORIZING A BASIC 9-1-1 SERVICES CONTRACT, WITH TUALATIN RURAL FIRE PROTECTION DIS-FRICT,ANG--FUR-THE-R—DTRFCTING--STAHF—TO-EXPLORE ALTERNATZIIE OPTTOn.0—F —PROtt �t36N'fiF—BASIC-AND—ENHANCEl7-'9=1 1—SERVICES. i WHEREAS, The Cities of Tigard, `Tualatin, Sherwood, Kinch City, and Durham, in cooperation with the Tualatin Rural Fire Department, desire to assure the provision of effective Public Safety communication services in an efficient and least cost manner; and WHEREAS, the Cities contract with the Tualatin Rural Fire Protection District for 1 Basic 9-1-1 emergency telephone system service; and WHEREAS, the Cities and the District wish to enter into a formal, written contract for the continued provision of Basic 9-1-1 services, defining respons!.bilities of the parties and setting a method for determining the cost of services provided; and WHEREAS, the Cities and the District have commissioned a joint stuey defining a methodology and formula for costing Basic 9--1-•1 services from the Fire District to the Cities; and WHEREA the C'tiC desir t furth r mutually ex re other tions r' the future pr ion f 9 1•-1 ei cy i:e ne services. � ! BE IT RESOLVED b+ the Ti NOW, THEREFORE, J and City Council that:g Section 1: Tigard formally receives the Cost-of—Services for Emergency Calls Study Report prepared by Economic- Resource Associates, Inc. , attached as Exhibit "A", and that the staff- is directed to negotiate a Basic 9-1-1 Services Contract with the Tualatin Rural Fire Protection District using the unit costs per call pricing as defined in the study results, renewable annually with a six month written notice submitted by ether party of desire to renew and price change notification from the District. Section 2: A users board, composed of key staff from each participating City, be established to advise the District on contract policy and pricing issues. Secti 3: Tigard rther a ees t e citie staff furthe explore leer �tive p ion f the pr is'o u 9-1 1 serv'ce inc ud' g en an ed 9-1-1, by 19 f r con 'd ratio b Cou c' an nat late J n 12 8 Section�': "A copy of this resolution shall be forwarded to each participating City Council and the District Board upon enactment. PASSED: This day of 1988. ATTEST Mayor — City of Tigard Deputy City Recorder — City of Tigard APPROVED AS TO FORM: City Recorder Date lw/3959D RESOLUTION NO. 88 y �s AaxsBxaLT v 1 ' VM. AMMOM M40 thU 15.007Of June a i • betwM PRMWivm S a'be UM 1' xitla offivea at the AMVIAM VjMdp • inafter:called -owMej, and the CM 8F MM, a ivipAal3t� of the Mate of QmM, hes' ed 11CBr, ' WYTNESSETBa vMMM, Cr holds title to the POMIGes described on Mbit 1, and "ch pr4mbes Out tAc Eat 3,iiae ;j of S. V. 72ad Aveme tz= ea point qWcxIn#e2y 80 feet South Of the Sowth litre *f E. W. z4.ta p4ad to a point approximately 1446.5 feet South of the Soh line Of p. W® BMAta F=ds an4 vmmoi, hu awlIed to the ¢ttr fm SaataY newer serviee to the bereinobwe deparibed Vrewites, Nehivh an actuated Mtsida the v=Tmte Ilidta of the Citi Of � TUardi =4 i MMM, the PrONUC419bAt ML We 7ftd Av South of the present tezubw of a QUY BMW Ira or Una$ amo M=M, the C&t7 b2z ftolu"Mth to ftmuft gem aerdoe to % San as aWe dewribedi subject to the tercs, pro low and a bweinafter aft forth, ® TMMMA, In OMWOOntim Of the agraments hereinafter c*nfttnvd, and to to baa MRdQ to the . ' City by the.OMM and OtImIt IWWC=w zjWjWy eitmted utiL jzIM the gwer ext=sba Jim her r de3ovlbzd it Omer aw the CU7 86M as M1608 .... o , the'city of PIM.ArA eyviRivati by OOW# pmovead with this comtructiEl'ta aw.reagmtIAM of a PUTUT Gostmated QuAt-10h . my 647 PAGE304 h: 11;111�1 gull 11 gliq p; IN a 3 .. .. .. -u• 1 �- 'Iii:: s,t "a �}L.:.: 1 ti 11 } 1 +k --d1 •4 .v+:civ nfW'a _ 'tj Fits' tx Vit 61, "2 t k-' 6''t. d rn r:;Y l- f 1 _ y-•.iY. � Y..i 1.; _ __ 11 A 'pct t�•� YJ k� y += ::♦[r1... g I.r .-t /.1,, mow°1 zxa r �h� . •tk i. f.s: "7 r 1 is ::F # IY rf,' �: /fa.....'r.i !t•1 K,- .� � r,i F, `. F��54?Y�Si I�. n, •Y e„ f e. - t �- r - �. �f i 'fix k•.- 4 ✓ i � � � ✓ �Yh b t K'r + tib-F',F r 6 c�� � >,i c_y r. 7 � 4.§ I Y F- `$>.r,. _a.,. [,...x53. .�, �..�...,. .u_} . .v.a.. .. N. �.';.;y➢h..�P V e�� {.., .�w..,r. `1216 lige �ssthi 9ta system provided, t tha' City ' reqatm payment by any anner or um of pramUm abuttim either aide at that portion of S. W. `fad AT=w trae®rsed by the•tz'=k line to 'be *=trUOtGd` o Who OhAll deginj to coaneot said piva sea thereto, of s sM oqul to $4.25 per toot of froutage an S. W.' i I A L�Srth of t$tA point of connectica of said promIzes'to add MM 11M. i' Such axuc t be oolleated pr to aecti any such i !� i j: property and ski be Wd avow W the I collected In partlal relubwMent ftw OwnOw's 60AUDOIGn � �I to the stmt or said s I Se M3 KEW rMt YMt the aid tm* hide be furbbar extended SMft on S. W. 7gnd Ares aw Otherrue, suGh ex- tension for the benefit df additloW Swoputy aball U f entitle the Owner to ov ftrthw vatiftmement. I 5, It is an express eorsiltUm of thIs agreawnti i that at the City's option the corer's Imads, or any othew i lands sorted by said trw& line.fir ehaieh swu service is made available horeundor, may be aimemd to the city an e when said lands are or beeow contiguous to the-0.tg's i botindexies as now est bliabed oar bareafter 'extwAW by !; =w-7--tion, and executlan of thla @Vmmaut by li shall constitute consent to the w=zatUm of the abomE described 2axift, and su* a(At* with i and bind the Owner, its MWONs I ,T. To the extent autbovised by Use my am= SOMM @$i ou gr eex'ruo,_ . to be _ paid with respect to pruftes sexed .th* to= of this agreement, Adoh dwse Is not Yald does ObAU thOTOMO a become a liera-upon such Prw4sez VZUI ipagA, Said UGA VI&t shall be In addition to, and not !a ISM et, WW otbw I BOU taLUIM 1216 provided by IaW- An executed OCW Of this , oon . a descrii of thO lands to be 66r4cOdI.Amb7, aball be ` reearded in the XzrtM@ Reeor& Of MmtY, I with ;;ho intent and Fame that notlee, mt:'the Myy's rights fair Gewer will be gives to aU erg VAbf. . . , eX34 provWon if and iften W Promises us aw=ed to.the City this, it p i for lien wall i 4 e. J. g �. The _^t swot dg,,�� a,02 ble dieruptiooa or r diet of a di servia taea'e+andar a" to.aW, , Or Other Wt {� of eod, O'er osuees boy=d the SWO.-mantal eantrol Of the City, 11 �. Mda agmmgnt shAU be eft Se an the date herelnubove girat apparing end OM be WAIM on US p3xties besot* and u;= them t:L" 83sors, t , l�. Ib p •esu, othor Oam the Promises deficAwd in IDdtibit R, attached, shan filrectly M indirectly obtain rSght or Interest hereunder, or Oo008d tm any privileges of the Omr UwMmdu witUut theYAOT O at of i the City. i ., rq Vnwm wmmw, the parties haoto bave caused heir reespeatii® nams to be hereunto wdWmAW b7thein oftuam duly authavUed thereunto Cp tbis dy and yW first o Urittm, ezeoution by the City 17AVM bOM WV au fin ®#' Sgc� CAy° Connei ®ed � ppRN .647 PAm307 1 � tL UQU� 01 CITT OF TIMID a municipality of 1216 Ij the state of Oregon r o �RCOY BY i r ! $TATE OF ORBOON ®a. COCK OF WASHINGTO4 On this 15th day of rune 1967 personally appeared ILVIN 00 who, being u avorndid say 'that he � is..the-Nayor,of the City of Tigard, the municipality which executed the foregoing instrument, and that sold instrument wa 9.9 � nicipal corporation by authority of l7 c — . . maid ELVIN C. acknowledged' . said instrument to R e free action and deed of said City 0 Tigard. Before met *411 •bt ��,_.; it `, <f' Ky Commission - STATE OF HICHIGAB COUM O On this A4 f-Hday of M 1967 personally appeared 2 o w o, t® tag duly sworn did may that ® e e of SMWICB CORPORATION, onlim said- s runen was signed in behalf of said corporation by authority OP its Board of Directors. Before not Notary Public for Hichipii ' my Commission Expiresa S rc 6 r . 1._ 1• M 5 .1•til.d aRmx 647 PAN } r ':PFFe 11 Ex! f 1. 3 ¢ t i 2 a .r {arr- 1 a• 1•. ; 4�.m ��f1. .i ksjai a` t c 0 gy te• - t M Y •T�- k F �� � a ter i' ; •.r }: }i iulr:.ewe r <v;- .i f ♦ k. d+. r, r -,ty kl l,•.r6` Ft�:. .i,r : a�..rt^ - � .� t. el�{Sr V ex � is i a .I.�X f - t'•:- � �k�' dF.'. iA,Rf i P3, n 3. r t } ¢ 7 l;lk J ; x' tRi iY r' A ;® �4 x d r # s; CJ x � A f +5k • 4��t PJ fir`-i"-. _,_. ........ ...... ..:::.... ...>.. ...:......... - + +s s r tj]3t J. ry XJ YrR x,' F�.4, Y r {k i-0 9f1•a �:.{�+S'•I{ .l.>"�))z~ 5� Y. },�� 1 �iF sW� a � + - G i S � E � r t t s {- 2 J r``l�t t t � S i t A -+( "�r4 -� 5 F t ( s. i t COST OF SERVICE 4 ` for TAKING 9-1-1 EMERGENCY CALLS at TUALA,TIN RURAL FIRE PROTECTION DISTRICT COMMUNICATI®N/9-1-1 CENTER s MARCH, 1988 Prepared by Economic Resource Associates, Inc. d Prepared for: CITY OF TIGARD, OREGON ECONOMIC ES SCE ASSOCIATES } { ± TABLE OF CONTENTS Page SUMMARY AND CONCLUSIONS . . . 1 EXISTING CONDITION AND METHODS . . . • TUALATIN_,RURAL FIRE DISTRICT OVERVIEW 7 POPULATION . . WORK VOLUME ESTIMATES AND PROJECTIONS . . . . • 10 TASKS AND TIME VALUES OF DISPATCHER AND CALL TAKER 13 POSITIONS • 17 STAFFING OF THE CENTER19 CALLS HELD HISTORICAL COST AND REVENUE ESTIMATES 20 � OPERATING COSTS . . . . . . . . . . . 20' 9-1-1 COMMUNICATION RELATED CAPITAL OUTLAYS 2123 COMMUNICATION CENTER CAPITAL COSTS . . . . 24 9-1-1 CALL TAKING RELATED CAPITAL COSTS 25- ADMINISTRATIVE OVERHEAD COSTS . . . . • • 26 TOTAL COST OF CALL TAKING . . . ZT COST BY CENTER . . . . . . . . . . . . . 29 REVENUE BY CENTER . , . . . . . BALANCE BY CENTER - THE BOTTOM LINE 30 PROJECTED COSTS AND REVENUES . . . • • . . . • . • 32 COST PROJECTIONS . . . . . . . 32 PROJECTED COSTS BY CENTER . . . . . . 33 PROJECTED CENTER REVENUES . . . . . . . . . 34 36 PROJECTED BALANCE BY CENTER-THE BOTTOM LINE . . . 3T PROJECTED BALANCE BY JURISDICTION . . . . APPENDIX . . . . 39 f ECONQUIC RESOURCE ASSOCIATES fi k N g SUMMARY AND CONCLUSIONS r E The city of Tigard and other governmental entities providing emergency services participate in the Tualatin Rural Fire Protec- tion District Communication/9-1-1 Center's 9-1-1 system and share in paying for the system's capital and operating costs. The purpose of this study is to review these costs and determine the appropriate share distributions among affected agencies. The city of Tigard's participation in funding the Tualatin ' Rural Fire Protection District Communication/9-1-1 Center's 9-1-1 system began in 1982, when telephone excise tax receipts became available. Since that time, the city of Tigard and other ,juris- dictions have paid the Tualatin Rural Fire Protection District Communication/9-1-1 Center one hundred percent (100%) of the E funds from this source . One of the primary questions to be addressed .in the course of the work is what portion of these funds should be paid to the Tualatin Rural Fire Protection District i Communication/9-1-1 Center for call taking services. k The Center provides distinct and separate services. it serves as a primary Public Safety Answering Point (PSAP) for six (6) separate telephone central offices. These offices serve most of Southeastern Washington County and Southwestern Clackamas - County. Fire and medical calls coming to Tualatin Rural Fire Protection District Communication/9-1-1 Center are dispatched'' directly by the Center . In 'addition, the Center dispatched police calls for the city of Sherwood in 1986. The Tualatin Rural Fire Protection District Communication/9-1-1 Center also serves as a fire alarm office for the Fire District. This service involves dispatching fire and medical equipment for seven fire stations in a 110 square mile area. However, the costs of the communication center have not been } specifically assigned to each of the services provided. Thus, it is not readily apparent how much each of the jurisdictions should pay for the call taking function. The approach employed in this study is to first determine the nature and function of the work to be accomplished. The work then determines staffing, equipment and other costs of the 9-1-1 center. Fair-cost shares to communities participating in the n Center result from the tasks which are required to complete the work demanded. To this end, we have developed an analytical framework which relies upon the demands for service (work volumes) by communities in projecting and allocating costs to each of the ( EC HOC RESOURCE ASSQCIA?ES Tigard 9-1-1 Cost-of-Service Page 2 agencies receiving service from the Tualatin Rural Fire Protection District Communication/9-1-1 Center. In the first part of the project, the work volumes which have occurred at the Center are reviewed, analyzed and associated with communities and participating, agencies. - Next, needed tasks and 'their time values are identified to establish a basis for separating "Joint" costs into call taking and dispatching func- tions. In the following section of the report, costs, resources, personnel and capital related information is gathered, analyzed and categorized. Operating expenses are separated from other costs and split into those needed for each of the Tualatin Rural Fire Protection District Communication/9-1-1 Center's functions. Capital costs receive special treatment to determine depreciation and return on equity. "Cosa-of-Service" estimates are made for the call taking functions of the Tualatin Rural Fire Protection District Com- munication/9-1-1 Center. Comparisons are then made between the estimated and projected cost assignments and the actual and projected',receipts from the telephone excise tax. The primary conclusions of this report are: While the 'operating 'expenses of the Tualatin Rural Fire Protection District Communication/9-1-1 Center are ua &EIn 9-1-1 en ear CALL TAKING COST BY FISCAL YEAR Zee 260- 2419 .-. 220— 200 Ilse 160 ., 940 120 900 f se s43-61 83-84 86-87 69-90 92--93 Fiscal Year a OPERATING + ADMIN. 4 CAPITAL EC WIC RESOURCE ASSQCIAMS r �=t `t r t+. s 1 v: rit $= 1 '9 t { 1 • • • 3 j •.. • • — _ -'t Tit+{ , 3 • r . , �> P.- o •%1`rt.. % l �il �Iil1�t i - •. :�li� t.1.11 I:/1/h�1/�/C�fl/IE tj r� Y r ' S • • •.. or- • •fIl+r t + 4. iQ ��®�—�_�:. • � kir. F ' } 5 q R;'yFk �sE G ii r Wx„; t� • at h j Y f t ; Ifs t ➢f V.1 Et ry rs f'"+ { n5 � ` M(,;5 ra 3, t 7'N,(�}•^.r :5�k ar'.}i3 ' w ,..,a_.:r�i t,xt?�"fx.,?'iv�..•t rt.v�., ".: .lsu..}.:..'V'. 1 ..�_^ ...,.._;.w;.{Yi.�f .t. .} C. ..ae> .,..E�I....n.T.. Y'},��.t :�.•.. S+.5. s 1.f.;.it d�Sr.. 4 9...x- Tigard 9-1-1Cost-of-Service Page 4 telephone excise tax are projected ,to increase from about one hundred seventy thousand dollars ($170,000) 4 currently to almost two hundred and fifty thousand dollars ($250,000) by 1994-95. This projection assumes that the tax will be continued by the Oregon State Legislature beyond its current sunset of 1992. Charging jurisdictions for service on the basis of the telephone tax receipts collected has resulted in over and under changes. A more equitable means of charging for call taking service is to calculate the 'costs per call . Each center will then be charged for the number of calls handled. During the first two years of Tualatin Rural Fire Protection District Communication/9-1-1 Center operation after thetelephoneexcise tax, the receipts from the jurisdictions were not sufficient to pay for the costs of the service provided. ,aL Starting with the third year after the inception of the telephone excise tax, the Tualatin Rural Fire Protection District Communication/9--1-1 ;Center's actual and pro- jected receipts exceed the estimated cost of call taking service. TUALATIN CE TEAS BALANCE lee so 6o g 20 -2e "-4o -so V -ee Er I 88-81 83-84 86-87 89-90 92-93 Fiscal YOMr TIGARD CLACKANAS VM WASHINGTON t C HIC RESOURCE ASSOCIATES I Hill, 1 f z Y f t Tigard 9-1-1 Cost-of-Service Page 5 E f At the end of 1986-87, the prior call taking expenses J and receipts were almost in balance. The Tualatin Rural Fire Protection District Communication/9-1-1 Center is estimated to have expended nineteen thousand dollars ($19,000) more than it received. The three communication centers receiving service from the Tualatin Rural Fire Protection District communica- tion/9-1-1 Center are projected to pay more than the cost of call taking service if all of the telephone excise tax receipts are contributed to the Center. In 1987-88, they are estimated to overpay the Tualatin` Rural Fire Protection District communication/9-1-1 ;enter by only ,one thousand three hundred and forty one dollars ($1 ,341) By 1994-95, a fifty seven percent (57%) surplus contribution will be made by the centers if the formula for contributing funds remainsunchanged. The Oregon State Law specifically allows cities to spend less than the total telephone tax distribution on emergency telephone service. According to Section 20 (2) , "moneys not then being used may be invested by a city or county." ompar son o oan�aun ca on er► ers [ OPERATING IMG COSTS PER CALL �.. q � 3 z 2 C, TUALATIM SALEM METCOM pOL{C communication Center The costs per call of the Tualatin Rural Protection District Communication/9-1-1 Center were compared to some other centers in Oregon. On the Basis of some very cursory information, it appears the operating costs per call of the Center are higher. EC )MIC RESOD CE Assocrares t Tigard 9-1-1 Cost-of-Service Page 6 Economic Resources recommends that: A pricing method for call taking be established by the Tualatin Rural Fire Protection District Com- munication/9-1-1 Center which is understood and agreed to by the purchaser of the service. A written contractual relationship between the Tualatin Rural 'Fire Protection District Communica- tion/9-1-1 Center and the participating centers. Call taking prices be established each year prior p. to participating centers' budget preparation on the basis of then current cost of service. �x Participating centers be given the opportunity to review and comment on call ,taking prices prior to their adoption by the board of Tualatin Rural Fire Protection District. The Tualatin Rural Fire Protection District Com- munication/9-1-1 Center compare its costs to other centers in Oregon. The benefits and costs of consolidating and enhanc- ing the communication centers in Washington County be undertaken in ,an effort to provide more ef- fective and/or efficient service to residents of the County. ECONOMIC RESOURCE ASSOCIATES EXISTING CONDITION AND METHODS ( In this chapter of the report, work volumes, staffing, budgets and activities of the Tualatin Rural Fire Protection District-Communication/9-1-1 Center are discussed. The information presented has been derived from a variety of sources. Much of it has been ,provided directly by the Center. The cooperation and openness of the Center's staff is very much appreciated. To our ( knowledge, the information is the best and most accurate data ` currently available. However, care should be taken in the sue of the 'information as insome cases it is derived from observations during brief periods of the year and some was derived through the application of experiences in other Oregon centers. �- TUALATIN RURAL FIRE DISTRICT OVERVIEW L The following information is intended to provide an overview of the facility, staffing, equipment design and capabilities of the Tualatin Rural Fire Protection District Communication/9-1-1 Center. The Center provides three distinct and separate services. It serves as a `primary Public Safety Answering Point (PSAP) for six (6) separate telephone central offices. These offices serve most of Southeaster Washington County and Southwestern Clackamas County. By name they are: Tigard, Stafford, Tualatin, Sherwood, Wilsonville, and Charbonneau There are currently fourteen (14) 9-1-1 circuits which come g from the telephone central offices into the Tualatin Rural Fire `- Protection District Communication/9-1-1 Center's system. Law enforcement calls are transferred to the appropriate agency for Y screening and dispatching. Transfers are made to the following agencies: Washington County Dispatch (also serving Tualatin in ., 1986) , Clackamas Dispatch (also serving Wilsonville and River grove in 1986) , Tigard Police Dispatch, (also serving King City and .` Durham in 1986) , Lake Oswego 9-1-1 Center, EC CW RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 8 Oregon, State Police/Beaverton, Newberg 9='1-1 Center, and Other Centers and ,Agencies. Fire and medical calls coming to Tualatin Rural Fire Protec- tion District Communication/9-1-1 Center are dispatched directly by the Center. In addition, the Center dispatched police calls for the city of Sherwood in 1986. The Tualatin Rural Fire Protection District communication/9- 1-1 Center also serves as a fire alarm office for the Fire Dis- trict. ; This service involves dispatching fire and medical equip meat for seven fire stations in a 110 square mile area. Lastly, the Center has recently become a contract dispatch center for all the fire departments in Washington County 'except .w for the far Western portion of the County. The area includes 19 additional fire stations and approximately 225,000 citizens in about 500 square miles. The Tualatin Rural Fire Protection District Communication/9 r 1-1Center is staffed with twelve (12) positions each working 24 hour. and; then getting 48 hours off. For each shift, one of the positions is assigned to be Shift Supervisor. This position is responsible for shift activities and reports. According to Fire District Personnel,' "one operator from each shift is dedicated to and funded by 9-1-1. " POPULATION The population of each of the jurisdictions served was provided by the Tualatin Rural Fire District as shown below. At the start of the decade, the population of jurisdictions being served by the communication center currently stood at under ;,. 50 ,000. Because of the rapid growth in the cities, current (1987) population is just under 62,000. EC0 #C RESOURCE ASSOCIATES 1 4 a Tigard 9-1-1 Cost-of-Service Page 9 TABLE l (I POPULATION OF JURISDICTIMS r, g } JURISDICTION 1980 1981 1982 1983 1984 1985 1986 1987 r WASHM"IM COMP 9.711 10.019 10.019 9.995 9,903 9,889 10,238 10,420 E IUAIXIN 7.483 8.700 8.700 9,464 9,752 10,154 10,364 10,625 SHOMM 2.386 2.425 2.427 2,554 2,520 2,595 2,694 2.880 L 7O7 700 700 700 680 685 720 785 �q KING CITY 1.853 1,860 1,860 1,860 1,800 1,800 1,830 1,965 TIGARO 14,799 15,500 16,694 18,004 18,221 19,111 20,265 20,782 ! CIACtAW COLWY 8.630 8,657 5,573 8,684 8,613 8,694 8,725 8,857 WILMWILLE 2,970 3,385 3,385 3,390 3,320 3,475 3,705 4.380 M 314' 325 325 325 320 320 310 310 E` R , LAKE CSM 1.013 1.013 1,013 1.013 1,013 1,124 1,124 1,124 3` 49.866 52,584 53.096 55.969 '56,142 57,847 59,975 61,928 E In Table 2, the population of the jurisdictions participating f in the Tualatin Rural Fire Protection District Communication/9-1- { 1 Center are projected. The projections were made on a trend line basis from the information provided in Table 1. The projec- tions rojec tions are, therefore, rough estimates of expected changes in the number of people served. By 1995, almost 75,000 people will be served by the Tualatin Rural Fire .Protection District Communica- tion/9--1-1 Center. It should be noted that these are only the jurisdictions which were served in 1986. Now allowances have been made to changes in service territory since that time. The population figures shown above were obtained form the State of Oregon 9-1-1 Distribution reports for the first quarter ; of each year. Population figures were 1980 and 1982 are consistent j with the Census of Population and the Official Population Estimates ! for Oregon Counties and Cities July 1, 1977-July 1, 1987 by the Center for Population Research and Census at Portland State University. Populations figures for Lake Oswego and Clackamas County were obtained from a population study conducted by Clackamas County and Portland State University in 1985 for 9-1-1 planning. i t ECONOMIC RESOURCE ASSOCIATES r a-: Tigard 9-1-1 Cost-of-Service Page 18 I which results from the time commitments shown in Table 8. The positions shown are illustrative of the total level of staffing required for the Center given the, current work volume and pop- ulations served. It is surprising how closely the estimated staffing _ conforms to the actual staffing which existed at the Center in 1986-87. a TABLE 9 TUALATIN COMMUNICATION CENTER POSITIONS ,r 6. SHIFT POSITIONS 0.96 95 e VACATION AND SICK LEAVE 0 1 0.69 . TRAINING (10%) TURN OVER (5%) 0.35 ` , DIRECTOR 1.00 ; a TOTAL POSITIONS 9.95 u; The posit.,cn requirements shown in Table 9 were calculated on the following basis: e; The assumption is that out of each 2088 hours in ayear ` ' �._ for a position, actual on work time will be 1800 hours. Training time is estimated to take approximately ten percent of the time on shift. Allowances are made for a five percent (5%) Turn over in staff each year. Four positions will be needed to meet this requirement. Thus, the Tualatin Rural Fire Protection District Communica- tion/9-1-1 Center is estimated to be staffed with ten positions. . This estimated result is consistent with the actual staffing of the Center prior to the current fiscal year. In summary, using work volumes supplied by the staff ;of the Tualatin Rural Fire Protection District Communication/9-1-1 Center, task and time statistics developed from observations at g the METCOM Communication Center and work load distributions from ECONO-MICRESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 10 TABLE 2, POPULATION PRDJECTICNS JURISOICTICN 1988 1989 1950 1991 1992 1993 1994 1995 WASPIINGTCN CD[NIY 10.321 10.388 10,454 10,521 10,587 10,653 10,720 10,786 TUALATIN 11.262 11.678 '12,095 12,511 12,927 13,343 13,760 14,176 SHRIOM 2.836 2.859 2,961 3,024 3,087 3,150 3,212 3,275 UJRHAM 748 755 762 76.9 776 783 789 796 KIM CITY 1.874 1.878 1,883 1,888 1.892 1.897 1,902 1,907 TIGARD 21.868 22.761 23,653 24.546 25,439 26,331 27,224 28,116 p CIAO AMAS 0MN1Y 8.800 8.827 803 8,880 8,907 8,933 8,960 8,987 WIl,UNII,IE 4.023 4.145 4,267 4,3.90 4,512 4.634 4,756 4,879 RIVERRM 321 319 318 316 315 313 312 310 IAM 09M 1.141 1,161 1,181 1,201 1,220 1,240 1,260 1,280 63.194 64,811 66,428 68,044 -69,661 71,278 72.895 74,512 WORK VOLUME ESTIMATES AND PROJECTIONS During the latter part of 1985, 1986 and 1987, the Tualatin Rural Fire Protection District Communication/9-1-1 Center staff` has been tracking the number of phone calls coming into the center by the central telephone office from-which they originate. In addition,;they have recorded the PSAP to which each of the calls was transferred. On average, during. the :three years the Tualatin Rural Fire. Protection District Communication/9-1-1 Center received a total j of almost thirty nine thousand (39 ,000) calls per year. The greatest proportion of the calls received were dealt with directly at the Center. The remainder (about 40%) were transferred to i other agencies. Every four (4) citizens called the center once a year on a police related utter which was transferred to another agency for dispatch. This level of demand is the same as 9-1-1 calls received _ and dispatched by the Salem Communication Center for police related incidents. however, there is a considerable diversity by agency in this statistic. The Washington County and Tigard PSAPs are within an acceptable range of this standard considering that they serve a more rural area than Salem. however, the Lake Oswego EQ MICRESOURCE ASSOCIATES f Page 11 Tigard 9-1-1 Cost-of-Service � experience of more than one call per person is very high and has not been explained. , TABLE 3 CALLS AND`1RXFM TELEgM MffW OFFICE ---- TIC TAL PER CAPITA PSAP TIC,ARD WIL'SC<VVILLE '1[WMIti STAFIM _ aiATE 382 124 2.060 15 0 4.779 0.23 gdAy INGIXIV COiY�TiY 2.199 44 457 67 2.299 0.18 ,. CL CUM623 67 1.041 0 2 18 652 0 1.552 1.38 LAKE 01 882 F 4.128 170 0 756 0 0 5.064 0.72 a [ TIGARD 131 21 0 1.005 0.02 C l i STATE POLICE 501 0.00 01M 182 9 40 14 0 0 � I, 6'7 14.934 0.25 8.514 672 1.514 3.022 1.144 267 14.973 0.52 TOM HELD 10.958 2.710 4.392 3.391 1.894 3.638 0.06 3 CRAM TOTAL 19.473 3.382 5.905 6.413 3.038 333 38.545 s .4 According to Tualatin Rural Fire Protection District -Com- munication/9-1-1 om-munication/9 1-1 Center staff, the number fire and ambulance calls G during this period was 3,457 with another 181 calls handle d for Sherwood police. on a per capita basis, one call was made for every sixteen (16) persons within the district. Once again this e in Salem where one out of every is comparable to the experienc { thirteen (13) people called. [ The values shown in the per capita column of Table 3 were used to make estimates of the work load of the Tualatin Rural Fire Protection District Communication/9-1-1 Center. The results are shown in Tables 4 and 5. It was assumed that the following agencies were served by the PSAPs: Washington County Dispatch - Washington County Sheriff, Clackamas Dispatch - Clackamas County Sheriff, Wilson- ville and Rivergrove Police, Lake Oswego 9-1-1 Center - Lake Oswego Police, j Tigard Police Dispatch- Tigard, King City, Durham and f Sherwood Police, Oregon State Police/Beaverton - Oregon State Police, and Other Centers and Agencies. ECONOMIC RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-service Page 12 t, TABLE 4 s WOW VOLUW EMVATES CATION CENIM 1980 1981 1982 1983 1984 1985 1986 1987 LBA4'fLIIvufm cotma1 2.503 2.583 2,583 2.577 2,553 2.549 2.639 2.686 CLACKAMAS OOUNrV " 2.389 2.480 2.453 2.483 2.457 2,595 2.555 2,677 LAKE OSWEGO 1.554 1.554 1.554 1.554 1,554 1,725 1,725 1,725 TIGALD 6.703 7,185 7,332 8,021 8,117 8,455 8,831 ` 9,118 OREGON SLATE POLICE 929 979 989 1.042 1.046 1.077 1,117 1.153 OTHut 225 238 240 253 254 262 271 280 TOTAL 7RM&0;6 14.304 15.019 15.161 15,960 15,981 16,573 17,138 17,639 HELD CALLS 19,131 20,087 20.276 21,305 21,374 22,164 22,921 23,500 TlJALATIN 3.209 3,388 3.421 3,610 3,622 3.726 3,886 3,994 GRAND TOTAL 36.644 38,494 38.859 40,845 40,977 42,463 43,925 45,223 TABLE 5 y Lit VOLM PROJECTIONS CMUNICATION CEll= 1988 1989 1990 1991 1992 1993 1994 1995 WASiRLIUN (OUY 2.661 2.678 2,695 2,712 2,729 2,746 2,763 2.781 axwN 2.636 2,665 2,695 2.725 2.754 2.784 2,813 2,843 LAKE a7im 1,751 1,782 1,812 1,842 1,873 1,903 1,934 1,964 TIGARD 9,500 9,840 10,181 10.521 10,862 11,202 11,543 11,883 aamffM POLICE 1,177 1.207 1,237 1.217 1,297 1,327 1,357 1,388 � Omm 288 293 300 308 315 322 330 337 gQpAI, 18.010 18,465 18,920 19,375 19,830 20.285 20,740 21,195 HELD CANS 24.087 24.695 25,304 25.912 26,521 27,130 27,738 28,347 TUALATIN 4.076 4,181 4,288 4,391 4,496 4.601 4,706 4,811 CRAED TOTAL 46.173 47,342 48,510 49,679 50.&47 52,016 53,184 54,353 ECON® WC RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 13 Over the fifteen year period from 1980 to 1995, the work volume of the Tualatin Rural Fire Protection District Communica- tion/9-1-1 Center is expected to increase by almost fifty percent (50%) The most significant growth component results from the agencies servedby the Tigard PSAP. The demand; for communication service from this these areas is calculated to increase by almost eighty percent (80%) as a result of rapid increases in population. TASKS AND TIME VALUES OF DISPATCHER AND GALL TAKER POSITIONS Tualatin Rural Fire Protection District Communication/9-1-1 Center personnel must carry out a variety ,of tasks when a call is (_.. received, transferred and/or dispatched. Not only do they need to answer the phone and dispatch police or fire agencies, they must make calls monitor alarms, write reports, have conferences, { operate the 'computer. . .etc. Tasks shown;in the Table 6 are the results of direct observa- tion of people doing call taking;and dispatching at METCOM Center (a communication center in the Salem, Oregon metropolitan area) . writewell Writing Services conducted this Task Performance Evalua- tion Project which was completed in April of 1994. Economic Resources has since presented the results of this study to other center personnel for confirmation of the accuracy of Writewell's'findings. while no other center contacted had pre- cisely the same information, there was unanimity that the tasks and timesshownin .Table 6' were "reasonable" and consistent with their experience. In addition, the manager of Tualatin Rural Fire Protection District Communication/9-1-1 Center reviewed and concurred with the use of these statistics as reflective of the Center's operations. The average amount of time required for each task is shown Table 6. For example, each computer operation requires 1.17 minutes and each report takes, 1.75 minutes of an operators time. The Metcom study went into great detail on the volume of work which is conducted by Center personnel. The amount of time and activity conducted by an individual actually at the _work t._ station was provided for each function. ECONO { ASSOCIArES I: IBM= moo= Tigard 9-1-1 Cost-of-Service Page 14 TABLE 6 TASKS AND TIMES OF s CALL TAKERS AND DISPATCHERS UNIT NUMBER TOTAL TYPE OF ACTIVITY -_TIME UNITS ------- OTHER CALLS TIME -- --- - -_--- 1.04 -92 62 96.32 INCIDENT CALLS 2.00 33.01 66.02 MAKE CALLS 1.17 26.85 31.41 COMPUTER OPERATION' 1.17 40.96 47.92 RADIOOPERATION 0.45 232.33 104.55 ALARM MONITORING 1.00 1.38 1.38 REPORT WRITING 1.75 22.92 40.11 CONFERENCES 3.50 6.54 22.89 MISCELLANEOUS 3.50 12.05 42.18 PLUS REPORTS 0.00 0_00 _ 0.00 1.02 468.66 480.00 t Calls are -separated into those which generate an incident and "other" calls. The reason for this is that incident calls generally require considerably more staff time than those which do not result in an incident. In the case of the Tualatin Rural Fire Protection District Communication/9-1-1 Center, the only incident calls are those assigned to Tualatin. These are the calls dispatched for fire or medical purposes. All other calls either do not result in dispatch (those are held and addressed directly by Center personnel) or they are transferred to other PSAPS such as the Tigard Police Communication Center. Table 7 shores the assumptions made about activity to call re lationships. ECO SC RESOURCE ASSOCIATES x Tigard 9-1-1 Cost-of-Service Page 15 I t. TABLE 7 UNITS PER KEY PARAMETER TYPE OF ACTIVITY TOTAL INCIDENT CALLS CALLS OTHER CALLS 1.00 INCIDENT CALLS 1.00 MAKE CALLS 0.21 COMPUTER OPERATION 0.19 1.05 RADIO OPERATION 7.04 ALARM MONITORING 0.01 REPORT WRITING 0.69 CONFERENCES 0.05 MISCELLANEOUS 0.10 f For example, we could not decide whether making a call was more,closely associated with an incident or another type of call. s Making a call was thus associated with the total call volume (incident and other) coming into the Center. It is anticipated that approximately one (1) call will need to be made for every i five (5) calls coming into the Consolidated Center. Items 'shown in the Incident Calls Column of Table. 7 are more closely as- a sociated with an incident call than with other calls coming into the center. Thus it is expected that more than seven radio operations and more than one computer operation will be performed for every incident handled by dispatchers in the Consolidated Center. i Once again, the values and the assignment of activities to the type of call were discussed with the manager of the Tualatin Rural Fire Protection District Communication/9-1-1 Center. To determine the number of positions by type in the Tualatin Rural Fire Protection District Communication/9-1-1 Center, each of the activities was assigned to call takers, dispatchers or administrative functions. For example, "other calls" are primarily the responsibility of call takers. Therefore, the time required for this activity was allocated to the call taker positions. Likewise, radio operations are primarily made in association with an incident. As incidents are the primary responsibility of ECONOMIC RESOURCE ASSOCIATES p€ P lii1ij!!j�;IjI1i I! Tigard 9-1-1 Cost-of-Service Page 16 e dispatchers,; radio operations were also allocated to these po- sitions. TDiscussions have takenp lace with Center personnel regarding the staffing issue . One of the concerns expressed by other centers is that the dispatchers work is incident or emergency related. Furthermore, the work will not come to the center in the smooth manner. In order to address these concerns, one dispatch position has been added to each hour's work and is kept in reserve to assure the Center is able to process emergency and incident related work without interruption. - It is unreasonable to assume that every minute of each day - will be filled with work for Center personnel. A forty percent (40%) factor has been built intothefinal call ,taker personnel' components for "slack" time. In the case .of dispatchers, the �., "slack" time has been incorporated into the added position assigned . to this function. Lastly for the purpose of this study, Center personnelare E; allowed eight (8) hours of sleep time for every twenty four (24) hours on 'duty. The sleep time 'hours are important in determining the total number of positions required by the Center. A lesser ` number (as suggested by 'some=Center personnel) would not affect the distribution of costs between call taking and dispatching functions. The results of the calculations are shown in Table 8. The distribution of work by time of day was taken from 9-1-1 call logs of the Salem Center. There is no reason to believe that emergencies would be distributed differently at Tualatin Rural Fire Protection District Communication/9-1-1 Center. Thus, at 1 : o'clock in the morning (0100) , 133.60 minutes of time are required to carry out all of the assigned functions and to provide for . sleep and relief. RgY 4 4 ECONOMM RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 17 TABLE 8 TIME ALLOCATION BY FUNCTION CALL ADMIN. WITH WITH TAKERS DISPATCH TIME SHIFT SLEEP HOURS RELIEF" TIME 0100 18.67 65.82 3.18 -100.20 133.60 0200 15.37 64.80 2.62 94.62 126.16 0300 9.88 63.08 1.69 85.32 113.75 0400 10.43 63.25 1.78 86.25 115.00 -0500 7.14 62.23 1.22 80.66 107.55 0600 4.39 _ 61.37 0.75 76.01 101.35 0700 7.14 62.23 1.22 80.66 107.55 0800 15.37 64.80 2.62 94.62 126.16 0900 7.69 62.40 1.31 81.60 108.79 ~ 1000 20.31 66.34 3.46 102.99 137.32 ' 1100 25.26 67.88 4.31 111.36 148.48 1200 17.57 65.48 3.00 98.34 131.12 1300 , 21.41 66.68 3.65 104.85 139.80 1400 31.30 69.76 5.34 121.60 162.13 1500 30.20 69.42 5.15 119.74 159.65 1600 26.35 68.22 4.49 113.22 150.97 1700 28.55 68.91 4.87 116.94 155.93 1800 26.35 68.22 4.49 113.22 150.97 1900 ' 31.30 69.76 5.34 - 121.60 162.13 2000 39.53 72.33 6.74 135.55 180.73 2100 28.00 68.74 4.78 116.01 154.69 2200 24.16 67.54 4.12 109.50 146.00 2300 28.00 68.74 4.78 116.01 154.69 2400 --30_75 --69_59 -^-524 -120_67 -160_89 TOTAL 505.12 1597.58 86.15 2501.55 3335.40 From this analysis, it would appear that twenty four percent (24%) of the time of the shift positions of the Center are ded- icated to call taking with the remainder carrying out dispatching functions. STAFFING OF THE CENTER In Table 9 below, the Center staffing is presented RESOURCE ASSOCIATES T : Tigard 9-1-1 Cost-of-Service Page 19 the Salem Communication Center, Seven (7) shift positions are required to accomplish the 1986-87 work volume of the Center. The other three positions were required for training, turnover, vacation and sick leave relief and management of the Center. .rust under one quarter of the shift positions work involved 9-1-1 call taking work. The remainder of the positions are required for dispatching activities. CALLS HELD To determine how the calls held should be distributed, s, Tualatin Rural Fire Protection District Communication/9-1-1 Center staff was requested to monitor the calls held for a one week period and record the purpose of the call. The following results were obtained: TABLE 10 PURPOSE OF CALLS HELD BY CENTER PURPOSE --- NUMBER PERCENT ------------------ ----- ------ f NO ONE ON LINE 126 46.2 PERSON CONFUSED 41 15.0 CHILDREN 27 9.9 F GENERAL INFORMATION 79 28.9 � ------ TOTAL - --TOTAL 273 100.0 It appears that the "held" calls are not specific to any one center. They are as a result of the 9-1-1 system being available and should, therefore, be allocated to all of the users of the system on the basis of their service demands. t C ECONOMIC RESOURCE � ASSOCIATES i 1 ' HISTORICAL COST AND REVENUE ESTIMATES r: In this chapter , the current costs and revenues of the Tualatin Rural Fire Protection District Communication/9-1-1 Center, are analyzed to determine the appropriateper unit amounts. These are then used to estimate the historical costs and receipts of call taking by center. 9-1-1 OPERATING COSTS The staff of Tualatin Rural Fire Protection District Com- munication/9-1-1 Center was requested to provide detailed in- formation on the expenses incurred by the Fire District on com- munication services' since 1980-81. The communication operations were accounted for in two separate divisions. One was the General Fund Communication ;Division whose detailed expenses for each fiscal year are shown r in Table 1 of the Appendix. The other was the 9-1-1- Fund of the l) Fire District. These expenses are shown in Table 2. Because the separation ofmonies was not maintained consistently since 1980- 81, the operating expenses of the Communication Division and `9-1- 1 Fund were combined and are shown in Table 3 of the Appendix. The combined direct operating costs of the Tualatin Rural Fire Protection District Communication/9-1-1 Center are as follows: TABLE 11 OPERATING EXPENSES OF THE COMMUNICATION CENTER { FISCAL-YEAR AMOUNT j FY 80-81 $318,855 FY 81-82 $315,753 FY 82-83 $464,628 FY 83-84 $555,740 FY 84-85 $478,572 FY 85-86 $512,941 FY 86-87 $534,130 ( To determine the amount of the Tualatin Rural Fire Protection 4 District Communication/9-1-1 Center's operating expenses which are needed to carry out the call taking (rather than dispatching) function, the ratio of call time to total shift time required was used applied to these operating expenses. In other words, the ratio of the amount of time dedicated to each function by the C ECONOMIC RESOURCE � ASSOCIATES i t i Page 21 Tigard 9-1-5 Cost-of-Service AV ver 2,102 or 24%. The center. The ratio is 505 minutes out of e s for the Y to the call e exception to the use of this aratio wa llocated totally TELEPHONES- on This was EMERGENCY line item. details of the computations are shown n taking function. The Table 4 of the Appendix and are summarized in Table 12 below. TABLE 12'- CALL TAKING OPERATING EXPENSES AMOUNT FISCAL YEAR -------- ----------- S ------ --- ---- g 92,104 FY 80-81 S 81,527 FY 81-82 $129,191 FY 82-83 $166,152 FY 83-84 $132,544 FY 84-85 $128,695 FY 85-86 $147,399 FY 86-8T COMMUNICATION RELATED CAPITAL OUTLAYS the Fire District has expended funds for Since` 1980-81 , The amaunts expended for the communication related-equipment. equipment in the year of purchase is shown in Table 13. TABLE 13 CAPITAL OUnM ITEM t FY 80-81 FY 81-82 FY 82-83 FY 83-84 FY 84-85 FY 85-85 FY _ 71.548 $33.968 $5,580 t M VE SYSM $172.764 $44.434 $50.013 $16,486 ; CG?JM SYSM $W,016 911 P9 WRx.103 r $85$5, $11$11,068 $5,746 ,983 934 am 911 WJIP $103,141 $70,561 $16,603 I ONOICATI� WHP _ `i $97,403 $11,768 $37,342 $233,16 03 $275,9M $ ,543 $106.233 = _ enthan the Fire District has exp Thus since 1980-81, ended more .. $1.T million on cott�munication related equipment. The following types of equipment are included within the items shown in Table yp ECONOMIC CE ASSOCIATES �. Tigard 9-1-1 Cost-of-Service Page 22 13. A Siemens SD192MXX computer-controlled private exchange. @' It has a 192 'station 'line capacity and 64 trunk line capacity. - The Communication Center is equipped with plant telephone equipment, 100 button call directors (5) Currently, these are at 2/3 of their capacity. The radio system has the following configuration, Washington County Fire Frequencies F1, F2, F3, F4 and State Fire Net with transmitters located at Mt. Road, Bald Peak and Cooper Mountain. - County receiver coverage on all frequencies. Computer controlled tone encoder which contains all tones for Washington County fire and medical emergen- cies, as well as a 50 button plectron encoder at each position. A 20-channel Dictaphone recording system. This is a • 24-hour continuous recording system for all telephone lines and all radio frequencies in ,the Communication Center. The communications Center is aided and functions totally on a computerized dispatch program. This dispatch program is part of an overall configuration of a dis- trict-wide management information system. The geographic base file of the computer is used to determine the appropriate police agency for a location given by a 9-1- 1 caller. The computer aided dispatch function assigns the appropriate record keeping numbers and also keeps track of the responsible agency. The Fire District is totally operational with a 96 channel redundant microwave loop system. A total of 18 microwave channels are utilized for 9-1-1 This system has increased radio transmission capabilities from both Mountain Road and Bald Peak. Costs of many telephone radio and data lease lines have been eliminated through the use of the microwave system. ECONOMIC RESOURCE ASSOCIATES 1 1 Tigard 9-1-1 Cost-of-Service Page 23 COMMUNICATION CENTER CAPITAL COSTS The amounts shown above are the expenditures of the Fire District for communication related equipment. These line items do not represent the use of the equipment rathertheyare cash . outlays. Such an accounting is adequate in most governmental operations because the commodities and services produced with the ` capital is either not sold or sold to ;people living within the same jurisdiction which bought the equipment. However, when part of the service is sold to jurisdictions which did not, directly pay for the equipment and theseagencies have no ownership right to the capital', more appropriate means must be developed to recover the Cost of capital. In addition to operating expenses, the owner of the capital (in this case Tualatin Rural Fire Protection District Communication/9-1-1 Center) is entitled to recover': Capital Depreciation Costs - This is a charge for the use of capital. In this case,' it is assumed that,all capital has a;useful life of ten years. Thus the value of the 'depreciation is 'equal to one tenth (1/10) of the original cost of the equipment. Return on Equity - When capital is purchased, cash is invested ;in capital. This cash could be earning a return for the Fire District if it were put into finan- cial instruments. The District is, therefore, entitled to earn a return on the equity (original cost less depreciation) . In this study, we assume a seven percent (7%) rate of return on equity. Using the above assumptions, the total cost of communication equipment in each of the years is shown in Table 14. I ECONOMIC RESOURCE ASSOCIATES F Tigard 9-1-1 Cost-of-Service Page 24 TABLE 14 COST OF JNICATION EQUIPM NI BY YEAR EY 80-81 FY 81-82 EY 82-83 Fy 83-84 Fy 84-85 FY 85-86 FY 86-87 WORD VE SYSM $0 $0 $87,155 $90.552 $90,552 $90.552 $90,552 f OMF= SYSM $0 $17,276 $21.720 $25,721 $34,370 $34,440 $34,998 911 Ptd EQOIPMEH $23.310 $23,310 $23,310 $23,310 $23,310 $23,310 $23,310 OTHER 911 EQUIP $0 $0 $0 $565 $2.063 $2,063 $4,665 OOWNICATIONS EQUIP $0 $10,314 $17,370 $19,030 $19,624 $20,731 $21,305 SLB-TUTAL LMECIATICN $23.310 $50,901 $149,555 $160.178 $169,919 $171,096 $174,830 CAPITAL EQUITY $209.793 $434.797 $1,271,785 $1,217,840 $1,145,324 $985,997 X48,509 IOWN ON EQIAIY $14.685 $30,436 $83,025 $85,249 $80,173 $59,020 $59,396 111141, CAPITAL 009 $37.998 $81.337 $238,580 $245,427 $250,091 $240,115 $234,225 The annual cost of communication equipment rises to ap- proximately $240,000 in 1982-83 and then stays at approximately that level to the current time. 9-1-1 CALL TAKING RELATED CAPITAL COSTS Only a portion of the capital costs shown in Table 14 are related to the call taking function. The following assumptions are made in allocating capital cost: As 18 of the 96 channels available in the microwave system are utilized for 9-1-1 , the microwave costs were split on this basis. The computer line item includes costs for the purchase of two computers. One financial/administrative and the f other for communication purposes. These computers back each other up. Computer costs were first split to isolate the communication computer. The ratio of call time to total shift time was then applied to this ! amount. All capital costs associated with equipment specifically i i EC A11C RESOURCE ASSOCIATES Page 25 Tigard 9-1-1 Cost-of-Service ; purchased for the 9-1-1 function are included. l Other communication equipment was split on the basis of f the number of consoles dedicated to the call taking function (1 out 5) . Return on equity is assigned to the call taking function on the same basis as depreciation shares. { The result of these assumptions are shown below. TABLE 15 9-1-1 PCRTICN OF CAPITAL OOM FY 80-81 FY 81-82 Fy 82-83 FY 83-84 Fy 84-85 FY 85-86 FY 86-,87 i `t MCF VE $0 $16,342 $16.978 $16,978 $16,978 $16,978 E MUM SYSM $0 $8.638 $10,860 $13,361 $17,185 $17.220 $17 499 911 $23,310 $23,310 $23,310 $23,310 $23,310 $23,310 $23,310 911 Pl�ly' E JIFi dT s P 931 IIP $0 $0 $0 $565 $2,063 $2,083 $4,665 CATIA MP $0 $2,063 $3,474 $3,806 $3,9?a $4,146 $4,281 �TOPAL IATICN $23,310 $34,011 $53,986 $58,020 $63,462 X3,718 $x,713 9-1-1 S{AA OF BVITY $14,685 $20,337 $32,136 $30,879 $29,943 $25,704 $22,665 9-1-1 CAPITAL DOST $37,996 $54,348 $86,122 $88,899 $93,405 $88,422 $89,378 The call taking portion of the capital costs rise to ap- proximately $90,000 a year and remains there for the remainder of the period. i ADMINISTRATIVE OVERHEAD COSTS The Fire District incurs some costs for the Tualatin Rural tion 9-1-1 Center which are not unica / Fire Protection District Comm , included directly within their budgets. These are the costs of administering the operational units of the District. Among the costs which must be incurred are budgeting, finance, personnel administration. . . .etc. The budgets for these activities are maintained in the Administrative Division of the General Fund. Without a detailed analysis of the budgets and activities of { i EC IC RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 26 the Fire District, _a common means used for allocating the ad- ministrative expenses to the components of an agency is to apply 1 a percentage of administrative expense to total dollars spent. The activity budgets of the Fire District are shown in Table 5 of the Appendix. Overhead computations percentage computations were made using this information and are shown below in Table 16. TABLE 16 € OVERHEAD/ADMIAIISTRATIVE COSTS �Y FISCAL YEAR PERCENT- FY 80-81 4.83 FY 81-92 25.15 FY 82-83 6.01 FY 83-84 5.49 FY 84-85 7.00 FY 85-86 7.54 , FY 86-87 8.75 A The general overhead percentages appearto be in line with , what can be expected for other units of government. However, it should be noted that there is an upward trend in the percentage of costs being allocated to this function. The amount shown in FY 81-82 is anomaly resulting from a one year change in the Fire District 's accounting practices. In that year, it centralized all personnel benefit payments within the Administrative Division. TOTAL COST OF CALL TAKING The various cost items noted above have been combined in Table 17 to demonstrate the total cost of call taking by fiscal year. k ECONOMIC R-ESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 27 - 1 rr tv TABLE 17 9-1-1 TOTAL COSTS I FY 80-81 FY 81-82 FY 82-83 FY 83-84 FY 84-85 FY 85-86 FY 86-87 f ( DIRECT 0MATIM3 $92.104 $81,527 $129.191 $166,152 $132,544 $12B,695 $147,399 I AMMSMATIVE $4.451 $20,505 $7,769 $9,12.9 $9,283 $9,698 $12,903 - { C,P= COS"IS $37,996 $54,348 $86,122 $88,899 $93,405 $8.9,422 $89,378 i IM 9-1-1 M $134,551 $156,380 $$M,082 $264,181 M5,232 $227,816 $249,681 t COST BY CENTER The costs for call tatting were allocated to the centers on the basis of the calls received by the Tualatin Rural Fire Protec- tion District Communication/9-1-1 Center. The first step in the I process of allocating the costs to the centers was to determine the; cost per call. This was 'done by dividing call taping costs and calls in each fiscal year. The results are shown in Table i18. TABLE 18 ° COSTS PER CALL i FISCAL YEAR COST/CALL 1 { ----------- ------ { k FY 80-81 $3.58 FY 81-82 $4.04 FY 82-83 $5.60 FY 83-84 $6.46 FY-84-85 $5.64 �._ FY 85-86 $5.27 FY 86-87 $5.60 The price per call shown in Table 18 was then applied to the �( 1 t C MIC RESOURCE ASSOCIATES Tigard 9--1-1 Cost-of-Service Page 28 number of calls estimated to be received for each center (Table 4) . , The results of this computation are shown in Table 19. TABLE 19 COST PER CENIM MY COMMICATICIN CENIER FY 80-81 FY 81-82 FY 82-53 FY 83-84 FY 84-85 FY 85-86 FY 86-37 t' Wffnrm aim $9,108 $10,443 $14,441 $16,562 $14,384 $13,683 $14,915 C S ODZRVIY $8.720 $9,994 $13,843 $15,949 $13,988 $13,342 $14,652 IAKE'0 $5,557 $6,285 $8,701 $10,038 $9,245 $9,097 $9,661 TIGW $24,869 $29,347 $42,970 $52,107 $46,721 $45,586 $50,270 CREGCN STATE POLICE $3,416 '$3,979 $5,685 $6,741 $5,984 $5,785 $6,358 OTT $829 $1,380 $1,637 $1,453 $1,405 $1,544 TOM'iRAWEIN $52.510 $61,014 $87,020 $103,033 $91,775 $88,899 $97,401 FE CALLS $70,228 $81,601 -$116,382 $137,799 $122,742 $118,895 $130,265 TUAIATIN $11,813 $13,766 $19,680 $23,349 $20,715 $20,022 $22,015 GRAM TOTAL $134,551 $156,380 $223,082 $264,181 $235,232 $227,816 $249,681 Thus, for example, the cost of,providing service for all .. calls transferred to the Tigard Center is estimated to be just under $25,000 in 1980-81. Because both the number and cost per call increased, by 1986-87 the direct service cost had risen to .. over $50,000. The Tualatin Rural Fire Protection District Communication/9- 1-1 Center holds a considerable number of calls. Most of ahem are "junk" . The remainder are requests for information. These calls are part of a call answering system and are not specific to anyone of the centers. In Table 20, the cost associated with the "held" calls are distributed to the centers on the number of calls received for each of the centers. As a result of this adjustment, the cost to the Tigard Center for the 9-1-1 call answering service has more than doubled. ECONOMW RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 29 TABLE 20 .. COST PER CUNTER INCLUDING HE[D CALLS 6 : x CONT McATION CUVIF12 FY 8"1 FY 81-82 FY 82-83 FY 83-84 FY 84-85 FY 85-88 FY 86-87 ' WASHINGTON C0(NNY $19.052 $21.839 $30.191 $34.620 $M,079 $28.619 $31.185 CUCKWAS OULNIY $18,240 $20,899 $28,941 $33,339 $29,252 $27,907 $30,636 ( LAKEp $11.645 $13,144 $18,192 $20.982 $19,332 $19,027 $20,200 $89,839 $108,920 $97,699 $95,346 $105,108 TIG $52.021 $61,371 $11,885 $14,091 $12,514 $12,102 $13,294 C 1 STAE P(IICE $7.146 $8,31 am $1.735 $2,020 $2,886 $3.421 $3,038 $2,938 $3,228 TOTAL 7 $109.840 $127, 593 $181,935 $215,374 $191,915 $185,939 $'L(13,651 HM CALLS $0 $0 $0 $0 $0s $0 TUAIN $24.711 $28,787 $41,147 $48,808 $43,317 $41,877 $46,030 GBANfl,TOTAL $134.551 $156,380 $223,082 $264,181 $235,232 $227,816, $249,681 REVENUE By CENTER The actualreceipts to the Tualatin Rural Fire Protection District Communication/9-1-1 Center from `jurisdictions currently served by the centers was used to construct Table 21. TABLE 21 9-1-1 M" BY C IIER CRM FY 80-81 FY 81-82 FY 82-83 FY 83--84 FY 84,85 FY 85-86 FY 86-87 #IA ICtV $5.280 $24.506 $27.415 $29.496 $32.918 $8.765 $10.100 $85,962 $35.601 $40,056 aACKM TICS $73,672 $91,167 $98,381 $102,947 $116,319 $87.717 $125,774 $211,757 $168,044 $189,293 TOM �-- For example, Clackamas County, Wilsonville and Rivergrove receipts are shown in the row entitled Clackamas as these three EQ UIC RES-OMR-CE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 30 I } jurisdictions are being served by the Clackamas Center. In the same manner', the monies from Tigard, Durham, Tualatin, Sherwood, } and King City are in the row called Tigard Center. To verify our computations and for use in projections_, per capita computations on Tualatin Rural Fire Protection District Communication/9.1-1 Center receipts from the centers were made and shown in Table 22 (s E TABLE 22 RECEIPTS PER CAPITA BY CENTER CENTERFY 82-83 FY 83-84 FY 84-85 FY 85-86 FY 86-87 M=_v==e ------ -------- -------- -------- WASHINGTON $0.53 $2.46 $2.77 $2.93 $3.19 CLACKAMAS $0.71 $0.82 $6.95 $2.82 $3.07 TIGARD $2.36 $2.78 $2.92 $2.93 $3.19 Since 1985-86, the receipts of funds has been consistent among the centers. The Tigard and Washington centers contribute i more per capita than the Clackamas Center. Clackamas County makes payment based on an intergovernmental agreement with a population figure fixed at 8,308. No provision has been made at this time to change the population figures. BALANCE BY CENTER - THE BOTTOM LINE To determine whether the Tualatin Rural Fire Protection District Communication/9-1-1 Center was overpaid for the services provided to the centers, the allocated estimated costs and re- ceipts by center were subtracted from each other. The balances for the years in which the Tualatin Rural Fire Protection District Communication/9-1-1 Center was supported by contributions from the centers and not from property tax revenues are shown in Table 23. ECONOMIC RESOURCE ASSOCIATES 1 Tigard 9-1-1 Cost-of-Service Page 31 r- TABLE 23 BALANCE/(OVER-EXPENDITURE) BY CENTER CENTER FY 82-83 FY 83-84 FY 84-85 FY 85-86 FY 86-87 --_____ --- ---- -------- -------- -------- -------- WASHINGTON -- _WASHINGTON ($24,912) ($10, 113) ($2,664) $877 $1,733 CLACKAMAS ($20,177) ($23,239) $56,710 $7,694 $9,420 TIGARD ($16,167) ($17,7J3) $681 $7,601 $11,211 TOTAL ($61,255) ($51, 106) $54,727 $16,172 $22,363 Because of non-payment by the Clackamas Center and payment for service less than estimated cost by the other two centers, the first two years of call taking operation resulted in sig— nificant "over-expenditures" by the Tualatin Rural Fire Protection District Communication/9-1--1 Center. The receipts were not sufficient to cover the estimated cost of providing service to the three centers. �.. Since 1984-85. the Tualatin Rural Fire Protection District Communication/9-1-1 Center has been receiving more monies than it costs to provide service to the three communication centers. In 1984-85 this occurred primarily because the Clackamas Center paid up its arrears. Since then, it has occurred because the receipts exceed the cost of service. In summary, if all years over and under payments are ag- gregated, it appears that the Tualatin Rural Fire Protection District Communication/9-1-1 Center has been underpaid a total of $19,099. s P ` ECONOMIC RESOURCE • ,assacrar�s PROJECTED COSTS AND REVENUES In this chapter, the costs, revenues and balances for call taking of the Tualatin Rural Fire Protection District Communica- tion/9-1-1 Center arid the participating centers are computed through 1994-95. Operating costs are inflated at a rate of five percent (5%) per year to offset the effect of inflation. COST PROJECTIONS Current cost of call taking is projected in Appendix-Table 6` r . using a five percent (5%) rate of inflation for each year. Costs of the Tualatin Rural Fire Protection District communication/9-1- 1 Center ommunication/9-11Center might be understated slightly using this approach as some cost changes might occur with increases in expected work -load. When 1994-95 work total work loads (including dispatching of calls) was placed into the Model, .the personnel. requirements of - the Center changed by less than one position. Thus, using f only inflation adjustments is realistic in making the Centers cost projections. Capital_ requirements are projected as indicated in the capitalsections above. Depreciation of, each capital line item was continued until the original value'was 'entirely ,depleted. It was assumed that No additional equipment would be needed over the pro- jection, a Equipment, although depreciated, would continue to be nd available for use. TABLE 24 CALL TAKING COSTS PI WWW FY 87-88 FY 8889 FY 89-90 FY 90-91 FY 91-92 FY 92-93 FY 9394 FY 94-95 DIFM OPF1t IM $154,769 $162.507 $170,633 $179.164 $188.123 $197.529 $207,405 $217,775 /MNISIRATM $12.382 $13,001 $13,651 $14.333 $15.050 $15,802 $16,592 $17,422 CAPITAL COSTS $84.708 $80,038 $75,369 $46,862 $43,493 $8,421 $4,990 $4,638 TOTAL 9-1-1 COST $251,859 $255.546 $?59,652 $240,360 $246,665 $221,752 $228,987 $239,836 .. EC N ACESOURCE ASSOClA7ES Tigard 9-1-1 Cast-of-Service Page 33 T p Ir._spite of direct operating expenses rising at an estimated five percent (5%) per year over the projection period, the total cost of 'call taking is expected to decrease. The reason for this is that the cost Of capital will fall over time as the Fire District's equity in the system decreases and expense recognition is discontinued on equipment fully depreciated. PROJECTED COSTS BY- CEPITER Once again, the total call taking cost were transformed into per unit, costs and then applied to the 'projected ,work volumes by ` center to estimate the costs applicable to each of the participa- ting communication centers. TABLE 25 COSTS PER CALL FISCAL YEAR COST/CALM, FY 87-88 $5.51 ..° FY 88-89 $5.47 FY 89-90 $5.42 FY 90-91 $4.90 FY 91-92 $4.91 FY 92-93 $4.31 FY 93-94 $4.35 FY 94-95 $4.46 The cost of handling a call at the Tualatin Rural Fire Protection District Communication/9-1-1 Center is expected to decrease by more than a dollar by 1994-95. The cost implications for each center are shown in Table 26. Once again, the cost for "held" calls were distributed to participating centers on the basis of their relative shares of the work load. ASSOCIATES Tigard 9-1-1 cost-of-Service Page 34 TABLE 26 m PROtJECIED COM BY CEN1F12 BICATICN t:EIdIF12 FY 87-88 FY 88-89 FY 89--90 FY W-91 FY 91-92 FY 92-W FY 93-94 FY 94-95 R KASHINGIUN COLKN $30,803 $30.499 $30.426 $27,669 ' $27,909 $24.673 $25,067 $25,843 CIRC MAS OQUNIY $30,604 $30,284 $30,354 $27.732 $28,100 $24,954 $25,464 $26,365 LAKE 0 $20,024 $20,181 $20,349 $18,699 $19,055 $17,015 $17,456 `$18,168 TIGARD $107,252 $110,484 $113,374 $105,933 $109,673 $99,421 $103,479 $109,197 OREGL SPATE POLICE $13;423 $13,618 $13,840 $12,814 $13,153 $11,827 $12,215 $12,796 OTIER $3,259 $3,306 $3,350 $3111 $3,193 $2,871 $2,966 $3,107 TprM TR94SFM $205,365 $208,373 $211,703 $195,958 $201,083 $180,761 $186,646 $195,476 HELD CALLS $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $0 MAIMIN $46,494 $47.174 $47,949 $44,402 $45,582 $40,991 $42,341 $44,360 j GRAND'IUM $251,859 $255,546 $259.652 $240,360 $246,665 $221,752 $228.987 $239,836 i Call handling costs for' the"Washington and Clackamas centers is expected to decrease by between fifteen and twenty percent (15%- 20%) . On the other hand, ;total call taking costs for the Tigard Center are anticipated to remain fairly constant because the increases in:work volume offset the decreases in per unit costs. PROJECTED CENTER REVENUES Telephone tax revenues are derived from a three percent (3%) excise tax on phone charges. Section 10 to 20 of chapter 533, Oregon haws 1981 provides: "There is imposed on the amount charged for exchange access services a tax equal to three percent of the amount charged." "This section shall apply to taxable years beginning on or after January 1, 1982, but before January 1, 1992." The distribution to be "to cities on a per capita basis and to counties on a per capita basis for each county's unincorporated area." ECC IC RESOURCE ASSOCIATES f i Page 35 Tigard 9-1-1 Cost-of-Service g i y The amount of monies collected is therefore related to the charges imposed by the telephone company.> As a result of the restructuring of the telephone industry, rates have risen dra- ' matically, since 1980 ,(about 181, per year) ." This trend is not expected to continue. According to sources at the telephone r company, they estimate future price changes will be no more than !( 3% per year. After a one time adjustment in 1987-88 for downward adjustments in telephone access charges, we, are projecting the following receipts ,per capita <from'the telephone excise tax. TABLE 27 PER CAPITA EXCISE RECEIPTS BY CHM t OMMI CATION CENIM FY 87-88 FY 88-89 Fit 89-90 FY 90-91 FY 91-92 FY 92-9:1 FY 53-94 ICY 94-95 fIA9iIN6'1�V $2.79 $2.96 $3.05 $3.14 $3.23 $3.33 ; $3.43 $3.53 - T CLACKAMAS $2.69 $2.85 TIGARO $2.93 $3.02 $3.11 $3.21 $3.30 $3.40$2.79 $2.96 $3.05 $3.14 $3.24 $3.33 $3.43 $3.53 t It should be noted that we have extended , the excise tax receipts beyond the January 1, 1992 cut off. The reason for this is that there is a high probability that the tax will be continue in some form. If this .does not happen, the local jurisdictions" must find some other source of funds to offset the call taking costs. itisoutside the scope of this report to devise such alternate funding sources. Once again, the Clackamas excise fee is below that shown for the other two centers because of an imposed administrative fee by Clackamas County. applied to In Table 28, the telephone .flax excise fees are pp - the estimate=d populations served by center to determine the amounts expected in each of the fiscal years. f EC NC RESOURCE ASSOCIATES Tigard 9-1-1 Cost-of-Service Page 36 TABLE 28 EXCISE RECEIPT PAYMENTS BY CENTER ICATIGN CENTER FY 87-88 FY 88-89 FY 89-90 FY 90-91 FY 91-92 FY 92-93 FY 93-94 FY 94-95 WASHIRXi" $28.906 $30.619 $31,740 $32.900 $34,102 $35.346 $36.634 $37,967 Q,p g $35,574 $37,660 $39223 $40,845 $42,530 $44.279 $46,094 $47,979 TIGARD $105,520 $116,290 $123,996 $132,061 $140,497 $149,321 $158,548 $168,194 TOTAL $170,000 $184.569 $194,959 $205.806 $217,129 5228.945 $241,275 $254.139 ; PROJECTED BALANCE BY CENTER-THE BOTTOM LIME To determine whether the telephone excise fee receipts are sufficient to pay for thecostof call taking in the future, the balances (receipts less costs) were calculated for each of the centers. The results are shown in Table 29. TABLE 29 PROJECTED BAIANW(OM-E ITtb2E) BY allM C NICATIM CEN ER FY 87-88 FY 88-89 FY 89-W FY 90-91 FY 91-92 FY 92-93 FY 93-94 FY 94-J5 WASHINGIM ($1,897) $120 $1.314 $5.232 $6.193 $10,673 $11,567 $12,124 CLACRAMS $4,970 $7,376 $8,868 $13,113 $14,430 $19,325 $20,631 $21,614 TIGARD ($1,732) $5,806 $10,62.2 $26,128 $30,824 $49,900 $55,068 $58,997 i TOTAL $1,341 $13,302 $20,805 $44,473 $51,446 $79,897 $87,266 $92,734 The three communication centers receiving service from the Tualatin Rural Fire Protection District Communication/9-1-1 Center are projected to pay more than the cost of call taking service if all of the telephone excise tax receipts are used to pay for this service. In 1987-88, they are estimated to overpay the Tualatin Rural Fire Protection District Communication/9-1-1 Center only slightly more. By 1994-95, a fifty seven percent (57%) surplus contribution will be made by the centers if the formula for contributing funds remains unchanged. ECONOMIC RESOURCE ASSOCIATES 51:121:,i 11 11211A, Tigard 9-1-1 Cost-of-Service Page 37 - PROJECTED BALANCE BY JURISDICTION To assess the impact of a changein pricing on the jurisdic- tions being served by the participating centers, population and calls are projected in Appendix--Tables 7- and 8. These values were then applied to the telephone tax receipts per capita and the cost per call... The results are shown in Table 30. �Y The accumulated balance of telephone tax receipts between 1982-83 and 1994-95 would be more than eight hundred thousand dollars ($800,000) after payment of the cost of call ,taking. It is important to emphasize that the amounts below refer only to the portion of the population served by the Tualatin Rural Fire (F Protection District Communication/9-1-1 Center. O. F j I i t j �_u f ECONOMIC U CE ASSOCIATES ) i Tigard 9-1=1 Cast-of-Service Page 38 E TABLE 30 PRaJEC ED FE)MIAL VALUES BY JL RISDIMCN FY 87-88 FY 88,89 FY 89-90 FY 90-91 EY 91-92 FY 92-93 FY 9334 FY 94-% WASHINIIM CC[JN1Y �^ m REMIPTS $28.906 $30.619 $31,740 $32,900 $34.102 $35,346' $36,634 �i7,967 COSTS $30,803 $30,499 $30,426 $27,669 $27,909 $24,673 $25,057 $25,843 BALMM ($1,897) $120 $1,314 $5,232 $6,193 $10,673 , $11.567 $12,124 1' MAIATIPa IEMIM $30,539 $33,959 $36.247 $38,641 $41,147 $43,769 $46,510 $49,377 COSTS . $31,041 $32,263 $33,142 $30.996 $32,120 $29,142 $30,356 $32,057 f HALAL ($501) $1,695 $3,105 $7.645 .$9,027 $14,626- $16,154 $17,320 S1�Y3'dX1D REMIPTS $7.975 $8.488 $8,934 $9,400 $9,885 $10.390 $10,918 $11,467 OATS $'8,106 $8,065 $8,169 $7,540 $7,716 ';$6,918 $7,126 $7,445 M- BALA ($131) $424 $765 $1,860 $2,169 $3,472 $3.792 $4,022 Mom RECEIPTS $2.139 $2,225 $2,312 $2,404 $2,4 $2,596 $2,698 $2,803 COSTS $2,174 $2,114 $2,114 $1,928 $1,950 $1,729 $1,761 $1,820 i BALMS ($35) $111 $198 $476 $548 $868 $937 $963 E KIM CITY FEMIPIS` $5.356 $5,554 $5,735 $5,922 $6,115 $6,314 $6,519 $6,731 COSTS $5,444 $5,277 $5,244 $4,750 $4,773 $4,204 $4,255 $4,370 BALANCE ($88) $277 $491 $1,172 $1,342 `$2,110 $2,264 $2,361 TIGARD � FIEMIPTS' $59.510 $66.064 $70,768 $15,694 $80,852 $86,252 $91,903 $97,815 CATS $60.487 $62,766 $64,705 $60,718 $63,114 $57,429 $59,982 $63,505 BALMM ($977) $3,298 $6,063 $14,976 $17,738 $28,824 $31,921 $34,310 CLAL9iARFA,S CTX FEMIPIS $M.711 $25,112 $25,944 $26,803 $27,690 $28,606 $29,552 $30,530 COSTS $20,399 $20,194 $20,078 $18,198 $18,295 $16,121 $16,325 $16,777 BM ANCE $3,312 $4,918 $5,866 $8,605 $9,395 $12,485 $13,2.27 $13,753 WllSl I1 FEMIPTS $11,016 $11,637 $12,345 $13,085 $13,858 $14,666 $15,510 $16,391 COSTS $9.477 $9,358 $9,554 $8,884 $9,156 $8,265 $8,568 $9,007 BALANCE $1.539 $2,279 $2,791 $4,201 $4.702 $6,401 $8,942 $7,384 RlVffdFMi FEMIPTS 547 $911 $93 $'958 $982 $1,007 $1,032 $1,058 COSTS $728 $733 $723 $650 $649 $567 $570 $582 BAIL $118 $178 $211 $333 $439 $462 $477 TOTAL $1,341 $13,302 $20.805 $44.473 $51,446 $79,897 $87,266 $62,734 t i ECONOMIC RFSOURCE ASSOCIATES c t E F i I S I i �I APPENDIX i Md" N ASSOCIAPES illm,ii�!i�i Bill Hill i i i Page 40 APPENDIX t ,SIX-TAELE 1 ETEMITUI ES FOR OM NICATIONS DIVISION- GENERAL FtM FY 80-81 FY 81-82 FY 82-83 FY 83-84 FY 84-85 FY 85-86 FY 86-87 A+3IAATICNS SPECIALISE $159.250 $128.877 $141.323 $231.952 $229.1 $235,5$00 $167.8$0 RESOURCE SPECIALISE OOMMICATICNS OFFICER $0 $28.557 $22.326 $29.786 $33,672 $32, $31.018 .842 -$0 $26.439 $27.180 $32.5252 0 $31 EIECIRONICS TECH so $0 so $2.833 OcW. SM SUPEWISOR $16.693 $34,630 $31,162 $43,442 $41,652 OVERTIME &CALLBACK $4.883 SOCIAI. SECURITY $12,175 $22,189 $22 606 $24,758 $18,2 SO (AiIs � $1.108 $1,416 $6,7.26 $9,046- $0 2ALpYF 1°If Q1 F1dSATICN $280 $4..728 $2.825 43 $31.771 $31,792 $45,952 $46,826 $48,443 $33.161 EtEfIR NT $22.311 $30,722 $25,7 $25,233 $15,310 FFALTH&IFMISABILITY IN $13.420 $724 $182 PHYSICALS $0 GENERAL MATERIALS& SERVICES $2,414 $3.923 $355 $5 $752 OFFICE 91PPLIES $139 $104 $55 STATICN SUPPLIES $35 $45 $17 pWM SMIES $919 GAS & OIL AUTOS $0 $8,575 $2.423 MAPPING PROJECT $45 $0 FOCD $48 $0 $32 � fW STATION EQUIPMENT R&M OMNICATIONS EQUIP. $10,705 $24.153 $22.791 $61,460 ($2 23) $$3,147 $$2,322 CWIRWE DSPATCS SERVICES $123 $508 RSM STATIONS $188 $24 $82 $257 $184 F04 STATION EQUIpMW $75 $0 $116 $4,055 PROFESSIONAL SPRVICES $94244 $300 $289 4 UNIFO m $1.236 $1,116 $1,197 $1,597 $1,390 PHYSICALS $8,865 $10,556 $11,476 $12,885 $13,427 x,757 $13.547 -BUSINESS _ $20.153 $7,561 $2;3.175 $38,337 so $7,355 $3,0$3,044TELEFFOES-EMEFum , ELECTRICITY-MICR vE SOFIYXRE $1.429 $3,413 $2,438 258 $898 $915 ! TRAVEL $1,834 $185 $1.292 $ $23 $131 $1,790 $619 € LIVING $1.362 $651 $775 $1,858 $1,298 $1,115 i am& SUBSCRIPTIONS $184 $211 $203 $236 $75 $125 .: $613 $115 $0 $609 $1.58! $1,689 TUITION maWAVE EQUIPMESTE $43.251 $67,195 TELERM EWIIPMW- LEASE $5.543 AUEChmiw EQUIPMENT OMWICATI(I4S EQUIP $103.141 $70,561 $16,603 $5,934 $11,068 $5,746 TONAL $271,902 $349,509 $483,536 $F2,343 $425,585 $523,822 $379,481 b \ !, ECONOMI '0'& RESOURCE ASSOCr ares w 4:x .Sad "4 a z �Fss` • � kx m a s a• t i lira; 'i 47-'t7 •: r� �s I r 1 1 F a{ IDW d ` .7 17•,• y. tea' M7. �'` i t $. i; -x 7i 1' 7/ +7 J v v. M' �,, 71 . `•1.!?. 7 y•.d7 a '�" X: {fr 1�•i/-. YG F� x$i 71 • Vi ':• •1 'yrC /1 �� ..0 F}r r > r: .n >cS; , 3 ( APPENDIX Page 42 E - , ! APPENDIX-TME 3 OPERATIbG EXPIINDIWURES COMINED GI FLM AND 911 FUM FY 80-81 FY 81-82 EY 82-W FY 83-84 FY 84-85 FY 85-86 FY 86-87 p WAGFS& FRIM $46.956 $96.409 $121,273 $0 $0 $0 $0 p OMMICATIaB SPECIALIST $159.250 $128.877 $141.323 $231.952 $229,197 $235,510 $253,802 ` RESOURCE SPECIALISr $0 $0 $0 $0 $0 $0 $0 OUMNICATIM OFFICER $0 $28,557 $22,326 $29,786 $33.672 $32.695 $16,491 Q ECIRCUICS TECH $0 $0 $26.439 - $27.180 $24,172 $32,520 $34,464 COM. SMT S{JPFRVISOR $0 $0 $0 $0 $0 $0 $4,250 UMD &CALLBACK $4.883 $0 $16,693 $34,630 $31,162 $43,442 $56,439 SOCIAL SECURITY $14,208 $0 $12,175 $22,189 $22,606 $24,718 $25,884 EN'S ' $1.108 $0 $1.416 $6,226 $9,046 $0 $0 t (kMOYMW 0014U4SATION $280 $0 $0 $4.728 $2,825 $0 $0 IErIRFPIEnTT $31.771 $0 $31,792 $45,952 $46,816 $48,443 $47,317 EIFALTH/LIFE/DISABILITY $13,420 $0 $22,311 $30,722 $25,796 $25,233 $22,964 PHYSICALS $526 so $724 $0 $182 $0 $0 GEN. MATERIAL & SERVICES $0 $16.227 $3,118 $0 $0 $0 $0 OFFICE SUPPLIES $0 $0 $2,414 $3,923 $355 $5 $752 E STATION SUPPLIES $0 $0 $0 $139 $104 $55 $99-59 E PIM SUPPLIES $0 $0 $0 so $35 $45 $17 GEIS&"OIL AUTOS $0 $0 $919 $0 $0 $0' $D [ t4APPING PRajwr $0 $0 $0 $0 $0 $8,575 $2,423 FOOD $0 s $0 $0 $71 $0 $0 W STATION BQ1IPKW $0 $0 $48 $0 $0 $32 $0 € RM CMMMcATI()tB EQUIP. $10,705 $24,153 $22,791 $61,460 $12,088 $13,157 $18,158 M RWr DWATCH MMCES $0 $0 $0 $0 $0 $3,147 $2,322 M STATIC% $0 $0 $0 $938 $123 $508 $0 R&M STATION DQUIRtM $75 $0 $188 $257 $24 $82 $184 PROFESSIO W. SERVICES $0 $0 $0 $0 $0 $116 $4.055 F (NIFCNMS $1,236 so $404 $859 $300 $289 $0 PHYSICALS $0 $0 $0 $1,116 $1,197 $1,597 $1,390 ( TELEPI -BUSHUS $8,865 $10,558 $11,476 $12,885 $13,427 $30,757 $13,547 j $20.153 $7,561 $23,175 $38,397 $20,425 $7,355 $25,273 ELWIRICITY - MIC AVE so $0 $0 $0 $187 $187 $0 SOFMARE $1,429 $3,413 $2,438 $0 $0 $0 $0 TRAVEL $1,834 $0 $185 $1,292 $258 $898 $915 4CaWERENM EVENSES $0 $0 $23 $131 $1,790 $619 $295 LIVW EVENSES $1,362 $0 $651 $775 $1,868 $1,298 $1,115 DUES& SUBSCRIPTICi`dS $184 so $211 $203 $236 $75 $125 IUMON $613 $0 $115 $0 $609 $1,583 $1,689 P+IICI AVE EQUIP14FIdT JUHHM EQUIR4Wr AUPaWTIVE MUIRIMT aMUNICATIOM EQUIP CRAM luy'p,I, $318.858 $315,753 $464,628 $555,740 $478,572 $512,941 $534,130 4, ECONOMIC RESOURCE ASSOCIATES Page 43 APPENDIX APMD{-TABLE 4 9-1-1 OPERATING COSTS FY 80-81 FY 81-82 FY 82-83 FY 83-$4 FY 84-85 FY 85-86 FY 86-57 NOES & FRHM $11.269 $23.138 $29.106 $0 $O ! $0 $0 OUMICATIC S SPECIALIST $38.220 $30.930 $33,918 $55,668 $55.007 $56,522 $60,91122 r REWECE SPECIALIS $0 $ $0 $0B1 ( VICATICNS OFFICER x.854 4 $5.358 $7.149 $8,081 $7,847 $3,958 G1I41VI(S TECH $0 $0 $6,345 $6,523 $5.801 $7,805 $8.271 $� $0 $0 $1.020 COW. ffin S.FEWISCIR so $0OVERTIME & CALLBACK $1.172 $0 $4,006 $8.311 $7,479 $10,426 $13.545 SOCIAL SECURITY $3.410 $0 $2,922 $5325 $5.425 $5.932 $6,212 MAN'S C0 $266 $0 $340 $1,494 $2,171 $0 $0 COF�Fl mai $2$0 $0 $o $4.728 $2,825 $0 UNDIPLOYMEW $0 $7,630 $11,028 $11,236 $11,626 $11.356 t $7,625 HEALTH/LIFE/DISABILITY $3,221 $0 $5,355 $'7.3°13 $6,191 $6,056 $5.511 I PHYSICALS ' $175 $0 $241 so $61 $0 $0 L SERVICES $65,638 $60,922 $95,221 $107.601 $104,278 $106,215 $110,786 PERSONAf GEN. MATERIAL & SERVICES $0 $3.894 $748 $D $0 $0 $0 OFFICE SUPPLIES $0 $0 $579 $941 $85 $1 $180' r STATION SUPPLIES $0 $0 $0 $33 $25 $13 $62 SL1P!'t.IES $0 $0 $0 $8 -$ $4 PHMD $0 GAS &OIL AUTOS $0 $2.058 $581 MAPPING PROJECT $0 $17 $0 $0 EYE $0 $0 $0 $0 IOM STATION EQUIRMIT $0 $0 $12 $0 $0 $8 ICATIOI� EQUIP. $2.569 $5,781 $5,470 $14,750 $2,901 $3,158 $4,358FM M40i C N%WT WATCH SERVICES $0 $0 $0 $0 $0 $755 $557 $0 $0 $0 $225 $29 $122 $0 FM STATICNS Em STATION EQUIRM $$0 � $$0 $$0 $0 � $44 PROFESSICNAAL SERVICES $28 $973 so $7 $206 $72 � $0 UNIFOWS $0 $0 $Zsg $287 $383 $334 PHYSICALS BUSINESS $2,128 $2,533 $2,754 $3,092 $3,222 $7,382 $3,251 $20.153 $7,561 $23,175 $38,397 $20,425 $"1,355 $25,273 Q.ECIRICITY- MICi4 1VE $0 $0 $343 $819 $585 $0 $0 $0 $0 SOFTWARE $440 $0 $44 $310 $62 $216 $220 [[ TRAVEL CaGERENCE Ex3 $0 $0 $6 $31 $430 $149 $71 LIVID $327 $0 $156 $186 $448 $312 $268 DjES& SUBMPTICNS $44 $0 $51 $49 $57 $18 $30 TUITIQN $147 $0 $28 $0 $146 $380 $405 MATERIAL& SERVICES $26.968 $20,605 W3,970 $58.552 $28,267 $22,481 x,613 Gm IWAL $92.104 „ $81,527 $129,191 $166,152 $132,544 $128,695 $147,3 99. ECONO ASSOCIATES #t• e(� t r � r;fr r t yi. 1 i 3 kr Y 1 t :Z �aJ 1 9}l"@'tl ti� 1 F:� :1 M: Y.71 �'i 8' -il i'• +:?'n ,,`� �r •1''-1. ?!". '!,c::r •�i • 1 I, �;izk� 511 t 1`J• �,. v 'Y rl it .^G `'1 �.. • ,. S�,t r-'rcr`�'j ' K` y 1/ r;l '•1 'yl "1 'tl k���t r ••51'? y.`2?�'- r 1 .1 rfl. ',.1 ';•.1 "K :.1 hd -e1°M`�"�j rl.::s; -C ;tile `rl `•1 / .y_/ ....1 s ��� ' � 'iD.'+p"- yl :rl yl •.1 • 1:.. .t1 FI a�"`��nGS�yy�a�r� ` s r,,y ,,.k# Ay m rs. Jr.f Jai; Tf x kL krZ'iy N{G .: x r _ ze et 'Si -.✓'a 3 1 7 z iZ t'��1��' r. +,v�._zRr tee.•.,,.ti'._.r, .}� Fr.,..., ,..i.. .:.A :..`.la.u.. 3. .r.:.tt :,:—..:+5..55:~...t -I..._.t.�ds'S�'r $:.., f. ,f.t.,�.,i.... .. ...... ..�� :b.w`L.M,-...r.. 3..i s ,..',i, In..fa ..... Page 45 APPENDIX AI-TABLE 6 WAILED COST PFS.=IONS FY 87-88 FY 88-89 FY 89-90 FY 90-91 FY 91-92 FY 92-93 FY 93-94 FY 94-95 WACaF,S& PRINCES $0 $0 $D $0 $0 $0 DgICATICNS SvPEC. $63.958 $67.156 $70.514 $74.039 $77.741 $81.629 $85,710 $89,9 } FESOURCE SPECIALIST $0 $0 so $0 $0 CIMICATICI4S CFF- $4.156 $4.363 $4,582 $4,811 $5,051 $5,304 $5,569 $5639 $ ,847 221 Q ICS TECH $8,685• $9,119 $9,575 $10,054 $10.557 $11,084 $$1, 507 $1.071 $1,125 $1`,181 $1,240 $1,302 $1,367 $1.435 $1, �� &CALLBACK $14,223 $14,934-.$15,680 $16,464 $17,2 $18152 $19,060 $?4,013 0c4. SBFT SIJR { SOCIAL SECURITY $6.523 $6,849 $7,191 $7.551 $7,928 $8,3� $8,741 $9.17$80 i 4R0 Is Com' $° $o $0 $0 $0 umomm Cow. $0 $0 EtETIRE?�TT' $11,924 $12,520 $13,146 $13,803 $14,493 $15,218 $15,979 $16.778 1. HFALTH/LY43 FMIS.INS. $5.787 $6,076 $6,380 $6'699 $7'034 $7, $7,755 $8.1$0 $0 $0 PMISICAIS $0 $0 $0 $0 $0 $0 $0 SAL M&S $0 $0 OFFICE SUPPLIES $190 $199 $209 $219 $230 $242 $267 $65 $68 $72 $75 $79 $83 $87 $92 STATION SUPPLIES $5 $5 $6 $6 $6 i . 1I1O SUPPLIES $0 GAS& OIL AUTOS $0 $818 $1359 FLAPPING PRO.IECT $611 $641 $673 $707 $74422 $7779 . � $0 $0 $0 $0 rm STATION EQUIP p, $4.576 $4.805 $5,045 $5,297 $5,562 $5,810 $6.132 $6,439 OOM• $711 $747 $784 _ OON. DWMI SERV. $585 $614 $0 $0 $0 RV4 STATICNS $0 $59 $62 $65 Mm STATION EQUIP. $46 $49 $51 $54 3� $1,438 PROFESS AL MICE $1,0$0 $1,0113 $1,1$ $1,183 $1,242 $1,304 $1, 69 UNIFO� $ $ $447 $469 P4IYSICAIS $350 $368 C -BUSINESS $3,414 $3,864 $29,251 $30,720 $32,256 $33,869 $35,562 $37.340 $26.537 $L7, EI�tICTIY-MICI0. $0 $0 �l SM $294 $309TRAVEL $231 $242 $254 $86 $90 $95 $100 $105 0 WHIM $74 $78 $S2 � $3`77 $395LIVIM $281 $295 $310 $325 $342 $42 $44 DOES & SUBSCRIPTIONS $32 $33 $35 $36 $38 $40 TUITION $426 $447 $469 $483 $517 $543 $570 $599 DIRECT OpF1iATINO $154.769 $162-507 $170,633$13,651 $$14,333$188-123$15,Q50$$16,802 ,`�$�7'� At24INIS1ftATIVE $12,382 $13,001 CAPITAL OOSTS 584,708 $80,038 $75,369 $46,862 $43,493 $8,421 $4,990 $4,638 TOTAL 9-1-1 COST $251,859 $255,546 $2.59,652 $?AO,360 $216,665 $221,752 $228,987 $239,836 ECONOMIC RESOURCE CE ASSOCIATES r. r.. -`"•..1.....::,y •.a. r..*�'.-?:;^+ t?..:'. �., r� ...-'�...: ., e�!i •^-.f _ _ :^_, *^==-�tr�.=^^tip^'..,.-.^_...-�. �^'"- u� 5f �f 1J•F�lY�P I Y } t'S i P 114 �F k,. 2= {! �•; iii d r" k 1- fi r4 31. 1' T/`I. 1 1 / 1 f• f I Y I 1 • 1 �� Y`: �iii i rl •{J ••{ W v x .r : :.: •1 it �-� a. S y r-f Ems; n-5 �r. i s r a ' YS' fw t s{t Y. y$'`rsn $3,c 3 vC. a 5.1�s*');...F 1 f 4 fL t 3 x + -,� j t c. i F ;'.- ,k7 { {5}f :..�� t •: t r Y j Z 6 }} 1y a _ r L ft � M+ P ' .y � :F J {- k e = �i it :,.-• F � �'y'�;, � _ S rte, :1 :.r• :':z � �� a' 5 kk 1 x� tl xr i= 1S k k$ �k'ix e � DQ Q Sl is r �� � �� � 7r 3%R ) s •;i r� atm';_ rt �i tlyx- :aJ ;} �, s,kr,.� �. ` CITY OF*TIGARD-, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11, 1988 DATE -SUBMITTED: ' April_1,_.1988_ _ ISSUE/AGENDA TITLE: CCPTF Breakfast PREVIOUS ACTION: Meeting PREPARED BY Duane Roberts DEPT HEAD 0 ;ITY ADMIN OK REQUESTED BY _ LICY ISSUE To approve a resolution appropriating contingency to provide funding for a City Center;Plan TaskForce. property owner's meeting. INFORMATION SUMMARY Council provided major funding for a market study dealing with the development potential of downtown Tigard. The final report is due April 25, 1988. The CCPTF would like to host a breakfast- meeting from 7:00 a.m, to 8:30 a.m, on May 6, 1988 to present ,the findings ;of the study to downtown property and business owners. The market consultants would be the main speakers. The cost of their time is included in the scope of the contract. The 1987-88 budget does not include funds specifically designated for City Center Task Force activities. Council has reviewed Task Force expenditures as requested. ALTERNATIVES CONSIDERED_ 1. To pass a resolution appropriating funds 2. Not to pass a resolution appropriating funds. FISCAL IMPACT Altogether, invitations, envelopes, postage, and refreshments - a continental style breakfast featuring local vendors, such as LePanier, Bonjour, and Stash Tea-would cost approximately $400. This estimate is based on the cost of committee's well-attended breakfast meeting for- the same groups held last fall. SUGGESTED ACTION Alternative number 1. Approve the resolution appropriating contingency funds. The meeting represents an important part of the committee's strategy for building community support for it's efforts. r . ht/4042D ji f: CITY OF TI:GARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: 4/11/88 DATE SUBMITTED; 3/31/88 ISSUE/AGENDA TITLE: Training Request: PREVIOUS ACTION: Det. Richard Debra-were. Western State w� -- Crime Conferen PREPARED BY: Det. Lt. L'. Br•anstetter DEPT HEAD OK I:TY ADMIN OK REQUESTED BY: Det. Lt. L. Branstetter POLICY ISSUE INFORMATION SUMMARY The western states crime conference has been in existence for many year•$. The purpose of the organization is to promote >information exchange between law enforcement agencies where it involves known or suspected criminals who travel from -state to state. This information is only shared with agencies :that attend the conference, , Agencies riot attending are not privileged to this information. Because the City of Tigard is adjacent to an interstate freeway, a portion of the City's criminal activity is the result of criminals passing through our area on this interstatehighway. Having immediate access to this intelligence resource, could "make the difference between learning or not learning the identity of a known suspect or criminal that: has committed a crime in our jurisdiction. Funds are available for payment of this training request. ALTERNATIVES CONSIDERED 1, Approve the request. 2, Deny the request. FISCAL IMPACT 1. $657.00 expenditure, 2, -0— SUGGESTED ACTION Alternative #1 Motion to approve the request. ht/4058D EDUCATION/TRAINING 'REQUEST q This form is to be used for conferences, seminars, college classes and other - forms of either training or education. Documentation is required, a copy is to be attached to this form. Attachments for mailing may also be attached. A follow up report is required. A copy Will be placed in your personnel file. DATE OF REQUEST: Requested by: Vendor No:: P YABLE TO: - CLL A jRL� Q a PA u W e6— [ ) Employee request attend Employer required attend For check run.of ( �) !Sail check ti+y--- t [ �J Notify dept. when ready Z_vVendor No.: Vendor No.: s G` PAYABLE TO: W!3r2iJ S:'A Tr S PAYABLE TO: { CPJA4(7 cm ey C-Co&=rd er CIA lltW-ei n Title of Program: fJa5-7---P'N' S7Y�TfS -�'/�i tfz CDN1' 2rNCl �Sii�rf!/drt�? Institution or organization S a -L.r Registration DeadlineTraining Dates From:.:?_�To: ,$=t Describe the purpose: V�Tq ro (�(zlzpuu G wq �� �trc7 Alda y c� !wr-C'1tS GF JR4Z T2!>U(:L.«& ( nXaff R�f=V fL ATAcwfIv So A41' Pf 4 t Is this related to JCC) current position [ ) reasonable promotion or transfer? Explain: TRAINING COSTS: [ 1\4 to be advanced ( j to be reimbursed after attendance Account No. Amount Registration or tuition......................... �/ /,3cD- C-j,Sjo t)0--CK Books......................... .....J......... ... �a Travel (mileage, bus, train, airplane, etc.). ... C) Lodging....... . . .... ............... ... !0-113 0- l�.�FC�C7 1, op all Per Diem...................... ............... ... << a LA 1Sb7 oU Other: --- -- Total $ 65 OU C Authorizations: I(employee), understand and agree that if all conditions of f education/training policies are not met, I may be required to reimburse the City for any expenditures made on m behalf. {, Employee Signature: R1 CLirw 7 Date 00-q % 737,00 Appropriation) ce:4 'Man,ager: ) approved [ ) disapproved I Dept. }lead: ( approved ( j disapproved (explain) : 4 Finance Director: C ` x, 0'z/02/EE 1534 0560 LED OE024015Y 03/02/88 1534 (45PR) APB OREGON AM.AZ007990-' 16`:21 03/02/88 01672 16:21 03/02/EE 01575 OR ` TXT ATTENTION ALL OREGON STATIONS: ATTN: DETECTIVE DIVISIONS 0472 PHP DPS PHOENIX AZOe79900 03-02-E8 WESTERN STATES CRIME CONFERENCE/SEMINAP. — ..EE.. EVERY YEAR, LAW ENFORCEMENT OFFICERS MEET TO'EXCAHNGE INFORMATION ABOUT CRIMINALS WHO TRAVEL THROUGH_ THE-WESTERN STATES; OR WHO LIVE IN ONE STATE AND COMMIT CRIMES IN ANOTHER . THIS INFORMATION IS COMPILED AND SHARED WITH THE ''ATTENDING AGENCIES FOR THE BENEFIT OF ALL. THE .DATES FOR THE SEMINAR. ARE MAY 15 — 'MAY 19, 1988. THE SEMINAL WILL BE "HI;D; AT THE HOTEL WESTCOURT, 10220 N METRO PARKWAY EAST, PHOENIX, ?021. TELEPHONE IS; (602)-997-5901?. WE HAVE SET ASIDE A GROUP OF ROOMS AND Hr,VE P.ECIEVED A SPECIAL ROOK RATE FOR THOSE ATTENDING . THF.- CHARGE FOR SINGLE OR DOUBLE OCCUPANCY IS $54` PER NIGHT (THESE RATES DO NOT; INCLUDE ARIZONA STATE SALVES TAX.) IN ORDER TO RF'CIFVE TEESE RATES AND ASSURE A ROOM AT THIS "HOTEL, RESr.RVATIO`iS MUST NAM BE RECEIVED NO LATER THAT APRIL 20, 19E8. RESERVATIONS ?DECEIVED 'AFTER AT DATE WILL BE ACCEPTED ON A SPACE AVAILABLE BASIS. AM.AZ0079901 16:26 03/02/EE 01921 16:26 03/02/88 01697 OR TXT ATTN ALL OREGON STATIONS ATTN: DETECTIVE DIVISIONS; 0472 PHP DPS PHOENIX AZ0079900 03-02-88 WESTERN STATES CRIME CONFERENCE/SEMINAR — 88" PAGE TWO OF TWO THE COST OF REGISTRATION IS *$100.00. EARLY REGISTRATION IS `$90o00,, IF RECEIVED BY APRIL 20, 1988. FOR ADDITIONAL INFORMATION, CONTACT LT. BALLARD BULLION , AARIZONA DEPARTMENT OF PUBLIC SAFETY, P.O. BOX 6638, 2310 N. 20TH A.VFNUE, PHOENIX, AZ 85005-6638, OR CALLING (602) 223-2672. ARIZONA DEPT OF PUBLIC SAFETY DPS PHOENIX A20079900 MMC 1423 MST i; y April 7, 1988 } j: 1" I Mr. Bob Jean, City Administrator City of Tigard 13125 S.W. Hall Blvd. i P.O. Box 23397 Tigard, Oregon 97223 Dear Bob: I-am pleased to accept your offer of employment as Tigard's Community Development Director. I have ,signed and returned the d the confirmation cover letter. Executive Service Agreement an Both you and Janice mentioned a probable cost of living adjustment effective July 1, `1988 as well as a step increase of 4-5% or more after 'six months of employment. Although I increase is guaranteed, I wanted it noted recognize that neither in this letter that we discussed the likelihood of such increases occurring, assuming my performance is satisfactory. Janice has already been very helpful in answering my questions on 4 insurance coverage and other matters. She has a friendly, yle that reflects well on the City. positive phone' conversation st I am sincerely honored to be selected to be the City's Community Development Director, and I look forward eagerly to working with you and other members of the team as we help Tigard become the F premier city in the state! 4You s truly, i Ed M You s j 1: April 5, 198$ OREGON Mr. Ed Murphy 1023 NW Washington Blvd. Grants Pass, Oregon 97526 Subject: Community Development Director Position Dear Ed. I am pleased to confirm my offer to you for employment as Tigard's Community Development Director. As per our conversations, your starting salary would be at`0750/month ($45,000/year equivalent), vacation would'be'as per 12 years of service recognizing your professional background, and all other management benefits. While not eligible for a car allowance, the City will reimburse you for all personal -car mileage on City's business at the IRS allowed rate (currently 211/mile) per City policy. The City will reimburse for the actual costs of moving your household goods to Tigard (estimated not to exceed 11,500). Your start date with the City is on or before Monday, may 16, 1988. Attached' is the City's Executive Service Agreement further detailing this offer. If this meets with your approval, please sign the attached copy ,of this letter and the relevant sections on both copies of the Employment Agreement. I will take the Agreement Resolution for Council approval and signature on April 11, 1988. We will then forward you your copy of the signed agreement as offer and acceptance of employment. All the formalities aside, I could not be happier to have you join our City team. I know you will find Tigard and the challenges ahead to your liking. Yours truly, Ro tminj ean tyistrator I accept the terms and conditions of the position as Community Development Director. Ed Murphy D to R0:lw/4104D 13125 SW Hall Blvd.,RO.Box 23397,Tigard,Oregon 97223 (503}639-4171 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11 1988 DATE SUBMIT"FED: March 31� 1988 ISSUE/AGENDA TITLE: Northeast PREVIOUS ACTION: -Annexation Metzger Zone Change AnnexationResolution Adopted June 18 1987 87-05 PREPARED BY: John Acl ' DEPT HEAD OK, -(:'CITY ADMIN OKREQUESTED BY: Planning Staff OLICY ISSUE Should the zoning designations on the recently annexed northeast Metzger area be changed from the Washington County designations to the equivalent City of Tigard designations. M_ — .INFORMATION SUMMARY On June 15, 1987, the 'Fi.gard City Council adopted Resolution No, 87-80 requesting that the Portland Metropolitan Area Local Boundary Commission annex the "Northeast Metzger" area. On November 3, 1987, the.'residents of the Northeast Metzger_ area voted to 'approve the annexation. Attached is an ordinance which, if adopted, will, assign equivalent City of Tigard plan and zone 'designations. In accordance with Tigard's Urban Planning Area Agreement with Washington County (attached), zones will be assigned that most closely approximate the standards of Washington County designations'.- Copies of relevant commercial zone standards are attached. ALTERNATIVES CONSIDERED 1. -Take no action, 2, Modify the attached ordinance. 3. Adopt the attached ordinance. FISCAL IMPACT "rhe cost of processing this application was borne by the City. The $625.00 zone change annexation fee was not collected. — _ SUGGESTED ACTION Adopt the attached ordinance. cn/3317D rt ® .IlJllill'L�IILil�ll® _ P 1111". � ��y k` r ®1 ■ MENSEE _� a�■ ■■eeee } } 11111 Ilr .� �■ �� � 111111111 ' :� ..tom ■11 .11 � �" �■�► ■�� ■■� .�,� ® ■ ���r MEN ' /!� 11!1111 ! ■.■ ■■■ ; mp Elm �I� s��l� �e �/ 'moo ,�p111 1/ ;� ■�* I y t! � :� ®��■ ®� --1/ 1� ;7�'!M;'M jam..._ � �` , r �I! :1111: ■Lt �II�:: :tIJ � `::_■ == =■ r�4 ` `4 Y�1 x: 11®111 N, 1® 1�f -� .�■ _ ,_ r r F HE ,1111111111 ' '�' ® �� M' No ® !tor/�e d ■■®-: _■ �r z'� mom ■111 ■It 1�' l . .alb 1■11II11/11: Eli ....;. �, ���i �lIIG: �I■111:11 ��;� i�uil■i��r��i` o � � ��# i111L IN111111=113101t,oil ■■ ■N■® jo ■II �� t s t $ h t" � / i ,• ♦ x�-fit;f�' a ' ♦ i • rat,-t`' i�n ,fir f5rry„• 5`K i t� f i ,p tt t t 3. ' t �✓ 3 '' 1{ _i '�j � 41c ! r 4k t � �. Y �`h ^b;! i ir+' ; �� /C lµ'- 2 � ;.M rpt G � ! '� r� ..s n { r �r.� i L ulf a' 14 9 t �c �Y•; ■�pmaam o I r1 '7 ' T -i }.Ly. Las frac„rr t + 1•M rT`I, •� \i'� -_— `/ ( T T—r-r-i—i r--T—•�7 i Tr-1T TTT'(((I��� 1 1 •� `, , \ �( I --'—� f� r r.i.. 11 .J I7 �' ss i 1i unoas m' 1I r--1---f-r-T T-f- I �. T T ,.:r�T �- ''tel \�[y✓-L-- ___ [� J. _..� 1+ $� L-.ifrutr � �, 1;(r L—�1.-1isa__Q� �__I ��JCOARCRCS IL 1I ST 1' r>T L w �-. j��r ,.1 r� I I �-+ �-1--_y' t.•- 1 r�--�-T 1---.,._71., LS aa[rnur L.-i.!?TAEr—1 ..1i.1..j __,:J �r L`� t �_+ 1-� TY'-�--I. I-T-T-1 • , - T T ��# — L` /^ f FI T lir Ls 1 =Tf TO", irai[T V i � E.AeWOV J`\J'�\I '' Sw Q9 .a _� � 1 A�, IAME f.W.VCp TyR4 IC, na[tr l aW pauLo a \ I F— r---i WA TON . _ C U Y r5L..ANO fratn � so L�acp t-� sraEfr� r-7 26125 35 36 r r- � fr-+T?77 .T nE�f—�'T-T� 7 i `APLEL[AI _J_� __j L frREIT. i-7--TF �T T7 T r--TTTr-; r-T 1-jr � � � —� I. r7-, JE f.amE •• i --I 4 \ w p � •O'�C ,- —7 ; t / 31 ` �,-7)0 9 ® - 4. PUBLIC mFAIM - 7AW CHANGE ANNEXATION ZCA 87-05 NORTHEAST METZGER, NP0 ¢�8 a. Public Hearing Opened. b. - There were no declarations or challenges. C. Summation by Senior Planner Newton. The City has received petitions signed by 180_ people requesting annexation of the Northeast Metzger area. The population of the area is estimated at 1,104 with an assessed valuation of $32,610,400., The area is roughly bordered by S.W. Taylors Ferry on the north, Spruce Street on the south, the Multnomah County and City of Portland limits on the east, ;and S.W. 72nd and 74th on the oast. If approved, staff will forward the request on to the. Portland Metropolitan Area Local Government Boundary Commission. Staff will come back to Council, if approval for annexation is received from the Boundary Commission, with a separate Ordinance for zoning. This will require another public hearing. Senior Planner advised six residents within the proposed d annexation area have contacted her with their objections to the proposal. d. Public Testimony Proponents ^, o Joe Kasten, 9885 S.W. Ventura Court, Tigard, Oregon 97223 testified in favor of the proposed annexation request. He indicated the petition was,a direct outgrowth as a result of the recent' annexation of the South Metzger area. He said he would like to receive City services. Mr. Kasten asked for those in the audience who were present and in support of the annexation to indicate so by raising their hand; a number of people raised their hand. o Don Henning, 9855 S.W. Ventura Court, Tigard, Oregon 97223 indicated he was in favor of the proposed annexation request. o John S. Blomgren, 9460 S.W. Oak Street, Tigard, Oregon 97223 testified he lives outside of the area • under consideration but is in favor of the annexation. He noted, since the recent annexation of the South Metzger area, he has become aware of the visibility of police officers. He also complimented the City on street sweeping and maintenance services. He added this proposed annexation will unify the area and be better for the Metzger residents and the City of Tigard. _ E Page 3 - COUNCIL MINUTES — JUNE 15, 1907 Opponents o William Chase, Jr., 10008 S.W. 71st Place, Tigard, Oregon testified he is in the proposed annexation area and is against the request. He noted the:November 1986 election at which time annexation of the entire Metzger area was defeated. Mr. Chase testified he is satisfied with Washington County services. o Ernest E. Senn, ;9750 S.W. 74th, Tigard, Oregon testified against the proposed annexation. Mr. Senn owns 10 acres and said the City does not ,have anything to offer. He expressed concern about permitted uses for his property. City Administrator advised Mr. Senn that annexing to the City would not change the uses allowable on his property. Councilor Johnson advised Mr. Senn that, although the permitted uses for property wouldnot change, the code would be enforced. Presently, there are many violations of the Washington County Code which are not being enforced due to lack of County personnel to assure' compliance. o Kevin Lapp, 8310 S.W. Pine, Tigard, Oregon testified against the proposed annexation. He advised the County Planning Organization (CPO) was sent a notice of hearing; however, the staff report was not attached He also advised the City was not contacted for a copy of the staff report. Mr. Lapp lives 'outside of the area under Consideration for annexation; however, his father and stepmother live within the proposed area to be annexed (they are against annexation as well). Mr. Lapp advised he would rather be annexed to the City of Portland and is currently working towards that end. Mr. Lapp testified the minority of people in the proposed annexation area are in favor of the annexation. Ne said the City. of Tigard is involved in a land grabbing effort evidenced by the recent South Metzger annexation.' He further noted he does not believe City police services are of high quality. Councilor Eadon asked Mr. Lapp if he was speaking on behalf of his CPO. He responded he was not; he was speaking as an individual property owner. Other Testimony o Mr. Bob Bruness, 9777 S.W. 74th Avenue testified that he is neither for nor against the proposed annexation. He noted he owns 9 acres, but only 2.7 acres is under consideration in this annexation proposal. tie said he l� Page 4 - COUNCIL MINUTES — JUNE 15, 1987 > f does not want just a- portion of his property to go into the City. He also expressed concern with the change over in development proceduresfrom the County to the City. He is familiar with the County process and hesitates to have to educate himself with new City procedures. e. Senior Planner recommended adoption of the resolution forwarding the proposal to the Boundary Commission. F. Public Hearing Closed g. Discussion by Council included notation of the procedures to be followed for this annexation 'request. Mayor noted, ,to the citizens who expressed concerns, _ that they would have another opportunity to testify at a, public hearing, before the Boundary Commission_ and recommend changes at that time to the proposal which is now under consideration. The time line for this entire process was also explained. h. RESOLUTION NO. 87-80 A RESOLUTION INITIATING ANNEXATION TO THE CITY OF TIGARD OF THE TERRITORY OUTLINED IN EXHIBIT "A" AND DESCRIBED IN EXHIBIT "B" ATTACHED (NORTHEAST METZGER ZCA 87-05). i. Motion by 'Councilor Eadon, seconded by Councilor Johnson, to, approve Resolution No. 87-80. Discussion on motion: o Councilor Johnson noted initiative of neighbors who WA petitioned for this, annexation proposal; she said Council om is obligated to forward the request to the Boundary' Commission for consideration. o Councilor Eadon suggested staff talk with Mr. Bruness about his circumstances to determine if his needs can be met through other alternatives. o Mayor Brian also requested staff work with Mr. Bruness before the Boundary Commission calls for a public hearing on this proposal. The Mayor noted the desire of the petitioners to have this proposal considered. He said the City has the responsibility to pass on this request to the Boundary Commission. i The Mayor called for a vote on the motion. The motion passed by a unanimous vote of Council present. i 5. PUBLIC-HEARING ZONE CHANGE MMATION ZCA 87-18 OGLE, NPO 06 i a. Public Hearing Opened. 1 b. There were no declarations or challenges. i Page 5 COUNCIL MINUTES — JUNE 15, 1987 s 18 64 C—P (PROFESSIONAL/ADMINISTRATIVE OFFICE COMIERCIAL DISTRICT) 18.64.010 Purpose • i (a) The purposes of the C—P zoning district is: (1) To provide for groups of business and offices in centers; (2), To accommodate the location of intermediate uses between residential districts and areas of more intense development; (3) To provide opportunities for employment and for business and professional services in close proximity to residential neighborhoods and major transportation facilities; (4) To expand the City's economic potential; (5)`' To provide a range of compatible and supportive uses; and (6); To locate office employment where it can support other commercial uses. (b) The tradearea will vary and may extend outside the community. This zone is intended'to implement the policies and criteria set forth, in the comprehensive plan. 18.64.020 Procedures and.Approval Process. t (a) • A use permitted outright, Section 18.64.030, is a use which requires no approval under the. provisions of this code.. If a -use is not listed as a use permitted outright, it may be held to ` be• a similar unlisted use'under'the provisions of Chapter 18.43 i (UNLISTED USES). (b) A conditional use, Section 18.64.040, is a use the approval of which is discretionary with the Hearings Officer. The approval process and criteria for approval are set forth in Chapter 18.130 (CONDITIONAL USES). If a use 'is not listed as a conditional use, it may be held to be a similar unlisted use under the provisions of Chapter 18.43 (UNLISTED USES). 18.64.030 Permitted Uses Permitted Uses in the C—P district are as follows: (1) Civic Use Types F (A) Public agency administrative services (8) Cultural exhibits and library services 3 (C) Public support facilities (D) Lodges, fraternal and civic assembly ' f (E) Parking facilities 1 (F) Postal services (G) Public safety services III - 104 Rev. 12/85 k (2) Commercial Use Types ( (A) Animal sales and services t (i) Grooming (ii) Veterinary: small animals (B) Building maintenance services (C) Business equipment sales and services (D) Business support services { (E) Communication services (F) Day Care Facilities (G) Financial, insurance and 'real estate services (H) Medical and dental services (I) Participation sportsand recreation: i (i) Indoor j (ii) Outdoor (not to exceed l0% of the total square footage within the office complex) ` I (J) Personal services: general (K) Professional and administrative services (L) Research services (M) The following uses, separately or in combination, shall not exceed a total of 20% of the entire square footage within the development complex: (i) Convenience sales and personal services, (ii) Eating and drinking establishments, (iii)Retail sales, general. (3) Residential Use Types (A) Multiple family residential units as a mixed use in conjunction developed at R-40+ standards with a commercial development, only in the CP District within the Tigard Triangle and the Bull Mountain Road District, on or above the second floor of the structure. (B) Home Occupations subject to provisions of Chapter 18.142. (4) Transient lodging/Restaurant (on the same parcel). 18 64 040 Conditional Use (Section 18.1301 Conditional Uses in the C—P district are as follows: (1) Heliports, in accordance with the Aeronautics Division (ODOT) and FAA (2) Hospitals (3) Utilities t.. 1 TII 105 Rev. 4/86 18.64.050 Dimensional Requirements �,. Dimensional Requirements in the C—P district are as follows: (1) The minimum lot area shall be 6,000 square feet. (2) The average minimum lot width shall be 50 feet. (3) Except as otherwise provided in Chapter -18.96 and Section 18.100.130, the minimum setbackrequirements are as follows: .(A) "There shall be no minimum 'front yard setback requirement, however, conditions in 'Section 18.102: `"Visual Clearance Areas" and Section 18. 100 "Landscaping and Screening" must be met. (B) ;On corner lots and through lots, there shall be no minimum setback 'requirement, however, the provisions of Chapter 18.102 (VISUAL CLEARANCE) must be satisfied. (C) No side yard setback shall be required except 20 feet shall be required where the C-P zone abuts a residential zoning district. (D) No rear yard setback shall be required except 20 feet shall be required > where the C-P zone abuts a residential zoning'district. (E) All building separations shall meet all Uniform Building Code requirements. (4) ' Except as otherwise provided in Chapter 18.98 (BUILDING HEIGHT LIMITATIONS) no building in the C—P zoning district shall exceed 45 feet in height. (5) The maximum site coverage shall be 85 percent including all buildings and impervious surfaces. (6) The minimum landscaping requirement shall be 15 percent. 18 64 060 Additional Requirements Additional Requirements in the C—P district are as follows: (1) Off—street parking and loading, Chapter 18.106 (2) Access and Egress, Chapter 18.108 (3) Landscaping and Screening, Chapter 18.100 (4) Signs, Chapter 18.114 (5) Nonconforming Situations, Chapter 18.132 C. (6) Sensitive Lands, Chapter 18.84 III — 106 Rev. 6/86 W A-514 I 1�-rb&I CouNTY II1-45 312 OFFICE COMMERCIAL (OC) 312-1 Intent and Purpose The intent of this District is to encourage office complex deve- lopment of institutional, professional, medical/dental, governmen- tal and other office business uses. The purpose is to accomodate I the increasing office needs in complexesranging in size from , small to large scale development. -Office uses are the primary use - of this District. To serve the employees of the office complex, i some accessory commercial and high density residential uses may be permitted'through the Planned Development process. - 312-2 Uses Permitted Under a Type I Procedure The following uses are, permitted subject to the applicable stan- dards as set forth in this Section andinArticle IV. 312-2.1 Accessory Use - Section" 430-1.2 E 312-2.2 Agriculture Uses and Structures - Section 430-5 t 312-2.3 Any Type II or III use, expansion of an existing use or change of use which meets all of the following: A. Is exempt from application of the Public Facility r Standards under section 501-2.1; B. Is not in an "Area of Special Concern" as designated on the applicable Community Plan map; 1 C. Is on an existing lot; D. Does not amend any previous approval or previous condition of approval ; and, E. Is in compliance with all applicable standards of this Code. 312-2.4 Bus Shelter - Section 430-23 312-2.5 Recycle Drop Box - Section 430-113 312-2.6 Temporary Use - Section 430-135.1 .. E 312-3 Uses Permitted Through a Type I I Procedure The following uses are permitted subject to the applicable con- [ ditions as set forth in this Section and in Article IV. 1 k j 8/19/85 111-46 312-3.1 Accessory Uses to an Office Commercial Center A. The following accessory uses maybe allowed when the conditions of Section 312-3.1 B (1)-(6) are met (1) Convenience Grocery - Section 430-35 (2) Drive-In or Drive-Up Restaurants - Section 430-41 (3) Eating and Drinking or Food Specialty Establishments - limited to.a maximum, gross floor area of five-thousand (5000) square feet per use (4) Personal Service Establishments such as laundry, dry cleaner, photo studio, barber, shoe repairand similar uses - limited to a maximum; gross floor area of five-thousand (5000) square feet per use (5) Retail Business such as variety, hardware, drug, clothing, hobby or similar uses - limited to a maximum gross floor area of ten-thousand (10,000) square feet per use (6) Service Station - 430-123 (7) Special Recreation Use Section 430-131', B. The Accessory Uses of Section 312-3.1A may be allowed provided the following conditions are met: (1) The use is scaled to serve the tenants of the complex or surrounding office commercial area; (2) Uses are located on the first or second story of thestructureexcept that restaurants and cafeterias may be located on any floor; 8/19/85 x III-47 (3) Gross :floor area of the Accessory Uses does not exceed twenty (20) percent of the gross ground floor area of new or existing struc- tures, and in no case more than provided for the use in 312--3.1A. No more than twenty (20) percent of a development may be used for accessory uses. (4) . The Accessory Use is not 'developed prior to the office commercial use on which the twenty (20) percent area is based. (5) The access is by an internal office,complex street; and (6) ,Siting and signage are internally oriented. 312-32 Commercial School - such as vocational , music,-dance - 312-3.3 Drive-Up Banks Section 430-41 312-3.4 Finance, Insurance and Real Estate i 312-3.5 Funeral Home, Crematorium 312-3.6 Heliport (Personal use only) - Section 430-59 312-3.7: Medical and Health Services - such as laboratories, clinics, offices, supplies, rental , sales and service. i 312-3.8 Membership Organizations i 312-3.9 Offices E 312-3.10 Park and Ride Facility - Section 430-89 312-3.11 Public Utility - Section 430-105 I 312-3.12 Radio Station 312-3.13 Service Businesses - including but not limited to adjustment and collection agencies, advertising agency, business management services, credit agency, dupli- cating, addressing, blue printing, photocopying, mailing and stenographic services, employment agency, office equipment rental agencies, telephone answering service, and other business services such as bondsmen, drafting, detective agencies, notary public and like services, building services such as cleaning and mail order stores. 8/19/85 III-48 312-3.14 Service Station, car 'wash - Section 430-123 312-4 Uses Which May Be Permitted Through a Type III Procedure The following uses may be permitted subject to the_applicable standards as set forth in Article IV and as may be further con- ditioned by the Review Authority. 312-4.1 Heliport - Section 430-59 312-4.2 Hospital Section 430-65 312-4.3Public Buildings —such as museums, art galleries, pri- vately owned buildings with a similar use - Both public and private uses subject to Section 430-103 312-4.4 Uses which may be permitted through the Planned Development Process A. Convention`Center, Hotel , Motel when: (1) The use does not unduly duplicate an existing use; (2) ' Location best serves public interest in orderly provision of goods, services and amenities; (3) , The use will not detrimentally impact the existing uses in the County; and B. Attached Dwelling Units as part of a mixed use Office Commercial Development when: (1) No more than fifty (50) percent of the gross floor area of the Planned Development is used for residential purposes; and (2) The following density requirements are met: (a) Twenty-four (24) units per acre are pro- posed and R-24 district dimensional requirements are met if the use is not in the structure with an Office Commercial Use; or (b) Density does not exceed twenty-four (24) units per acre, but no minimum density is required when the use is in the same structure as the Office Commercial Use. 8/19/85 III-49_ 312-5 Prohibited Uses I, 312-5.1 Structures or uses of land not specifically authorized by this District unless the"structure_or use has substantially similar use and impact characteristics to a use listed as determined through the provisions of Section 202-2.2. 312-5.2 Drive-in or drive-up establishments except as listed in 312-3.14A(2) and 312-3.3, 312-5.3 The use of a mobile home except as provided in Section 430-135.1 - Temporary Uses, and Section 430-1.2 0 - Accessory Use 312-5.4 New Dwelling units except as provided in 312-4.5. 312-5.5 Shopping Centers. 312-5.6 The location of service facilities such as high schools, hospitals, nursing homes, public assembly and high den- sity-residential development in airport approach zones. Location of these facilities shall be avoided within any existing (June, 1983) airport year 2000 LON fifty-five (55) contour. 312-6 Dimensional Requirements .312-6.1 lot Area: The minimum lot area shall be eighty-five hundred (3500) square feet. 312-6.2 Yard Requirements: The minimum yard requirements shall be as follows: A. Twenty (20) foot front yard; B. Ten (10) foot side yard; C. On a corner lot, the side or rear yard abutting the street shall be twenty (20) feet; D. Twenty (20) foot rear yard; E. Additional setbacks may be required as specified in Sections 411 and 418. 8/19/85 G ILI-50 312-6.3 Height: A. The maximum building height for structures shall be one hundred (100) feet except as may be modified by s r ; Section 419; i B. The maximum height for accessory structures shall be the same as for the primary structure. 312-6.4 Lot Dimensions: A. The minimum average lot width shall be eighty-five (85) feet. B. The width at the access point shall be forty (40) feet. C. The minimum average lot depth shall be eighty-five (85) feet. sem. I i 1. 8/19/85 Page 6 UR&w -PLAmNul Ac—A Ac-ap_E AJ) AG4T" B. Area of Interest E 1 1. Definition i Area of Interest or PrimaArea of Interest means unincorporated lands contiguous to tie ctive ammng rea in which the CITY does not conduct comprehensive planning but in which the CITY does maintain an interest in comprehensive planning and development Y actions by the COUNTY because of potential impacts on the CITY t Active Planning Area. The CITY Area of Interest wAthin the Urban Planning Area is designated as Area B on Exhibit 2 The COUNTY shall be responsible for comprehensive planning and development actions within the Area of Interest. 3. The COUNTY is responsible for the preparation, adoption and amend- ment of the publicfacility plan required by OAR 660-11 within the Area of Interest. 4. The CITY may consider requests for annexations in the Area of Interest subject to the following; a. The CITY shall not require annexation of lands in the Area of k Interest as a condition to the provision of urban services for development. b. Annexations by the CITY within the Area of Interest shall not create islands unless the CITY declares its intent to complete the island annexation. c. The CITY agrees in principle to a plebiscite or other repre- sentative means for annexation in the Metzger/Progress Community Planning Area, which includes Washington Square, within the CITY Area of Interest. Not contrary to the fore- going, the CITY reserves all of its rights to annex and acknowledges the rights of individual property owners to annex to the CITY pursuant to Oregon Revised Statutes. d. Upon annexation of land within the Area of Interest to the CITY, the CITY agrees to convert COUNTY plan designations to r CITY plan designations which most closely approximate the density, use provisions and standards of COUNTY designations. i Furthermore, the CITY agrees to maintain this designation for one year after the effective date of annexation unless both the CITY and COUNTY Planning Directors agree at the time oi' annexation that the COUNTY designation is outdated and art ammendment may be initiated before the one yea►- period is over. N O T I C E O F P U B L I C H E A R I N G `( t JTICE IS HEREBY GIVEN THAT THE TIGARD CITY COUNCIL AT ,ITS MEETING ON'MONDAY, APRIL 11, 1988, AT 7:30 P.M., IN THE TOWN HALL OF THE TIGARD CIVIC CENTER TOWN HALL - 13125 SW HALL BLVD., TIGARD, OR, WILL CONSIDER THE FOLLOWING APPLICATION: FILE NO.: ZCA 87-05 NPO # 8 t FILE TITLE: Northeast Metzger Various APPLICANT: City ofTigardOWNER: � _ `P0 Box 23397 Tigard, OR 97223 REQUEST: To change the Washington County zone designations to the appropriate Tigard zone designations. west of 65th Avenue, north of Spruce Street, and LOCATION: South of Taylors Ferry Road, east of 72nd and 77th Avenues. (See Map On Reverse Side) Zone change from Washington County R-5 to Tigard R-4.5 (Low Density): WCTM 1S1 25DD Lots 500, 800, 900, 1000, 1100, 1200, 1300, 1400, 1500, 1600, 3500 3600 2200, 2300, 2400, 2500, 2600, 2700, 2800, 2900, 3000, 3100, 3200, 3300, 3400, , 3700, 3800,3900, 4000, 4100, 4200, 4300, 4400, 4500, 4600, 4700, 4800, 4900, 5000, 5100, 5200, 5301, 5400,5500„5600, 5700,5800, 5900, 6000,' 6100, 6200,6300, 6400,700, 7800, 7900, 8000 8100 ( 6700, 6800,;6900, 7000,7100, 7200,`7300, 7400, 7500, 7600, 2100, 9300, 9400, 9500, 9600, 8200, 8300, 8400, 8500, 8600, 8700, 8800, 8900, 9000, 9100, 300 400 401, 500, 9701, 9800, 9900, 10000, 10100; WCTM 1S1 25D, 1001Lots 1100 100, 21200201300, 1400, 1500, 1600, 501, 600, 601,;602, 700, 701, 800, 900, 1000, , , , 1601, 1700, 1800, 1900, 2000,-2100,' 2200, 2300, 2301, 2400, 2500, 2600, 2700,"2800, 2900, 3000, 3001, 3200, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000,4100, G200, 4201, 4300, 5500, 5600, 5601, 5700, 4301, 4400, 4500, 4600, 4700,-4800, 4900, 5000, 5100,'6500 6600 b700, 6800, 6900, 7000, 5702, 5800, 5900,'6000, 6100, 6200, 6300, 6301, 6400, a , 8200, 8201 7001, 7100, 7200, 7400, 7500, 7501, 7600, 7700, 7800,8900 8902, 8903;7900, ,8WcTM000 1 1Q0, 8101, a 100, 200, ` 8300, 8301, 8400, 8500, 8600, 8700, , , 1500, 1600, 1700, 2300, 300, 400, 500, 600270700'2800, 900, 1000,2900, 2901, 29002, 3000,300 1200, 1, 3200, 3300, 3400, 3401, 3600, 2400, 2500, 2600, , ' 4100 4200 4300, 4400, 4500, 3700,` 3702, 3703, 3802, 3803, 3804,"3805, 3900, 4000, 4001, , 00 4600, 4700, 4800, '4900, 5000, 5100,5200, 5300, 5400,5500, 5700, 5800, 5900, 6000, ��00: 6300, 6400, 6500, 6600, 6700, 6300, 6900, 7000, 7100, 7200, 7300, 7400, 7500, 7600, 7800, 7 9200900, 8000, 8100, 8200, 8300, 8400, 8500, 8600, 8700, 8800, 8900, 9000, 9100, 9300, 9400, 9500, 9600, 9700, 9800, 9900, 10000, 10100, 10200, 10300, 10400, 10500, , 0, 11000, 11100, 11200, 11300; WCTM 1S1 25DC Lots 200, 201,1800202, 10600, 10700, 10800, 1090 300, 400, 500, 600, 700, 800, 900, 1000, 1100, 1200, 1300, 3000 3 00 3200, 3300, 3400, 1900, 2000, 2100, 2200, 2400, 2500, 2600, 2700, 2800, $ 44 ' 4600; WCTM 151 25CA 350, 3600, 3700, 3800, 3900, 4000, 4100, 4200, k300, 4400, 4500, Lots 101, 200, 300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, 4001; WCTM IS1 25CD Lots 4100, 4102, 4103, 4104,4201; WCTM 1S1 36AA Lots 300, 301, 302, 303, 400,600, 601, 700, 701, 702, 800, 801, 802, 900, 1000, 1001, 1002, 1005, 1006, 1100, 1200, 1201, 1202, 1300, 1300, 1400, 1500, 1600, 1700, 1800, 1900, 20002000 00; WcTM 21 0, 22001 201, 2300,36AD Lots 2301, 2400, 2500, 1400, 1500, 1600, 1700, 1800, 1900, 1100, 901, , 3400 3500 3600, 3700, 2501, 2600, 2601, 2700, 2800, 2900, 3000, 3100, 3200, 3300, 3301, 500 2600 2700, 2800, 3701, 3800, 3900; WCTM 1S1 36AC Lots 100, 200, 202, 300, 400,6 401, 500, 1701, 1703, 1704, 3300; WCTM 151 36 2B Lots 200, 2300 01, , 3400! 3500, 3600, 3700, 3701, 3800, 3900, 4000. 1800, 1801, 1900, 100, , , , Zone change from Washington County'R-15 to Tigard R-12 (Medium Density): WCTM 1S1 36 AD Lot'4102. Zone change from Washington County Institutional to Tigard R-4.5 (Low Density): WCTM isl 36AA Lot 201. Zone change from Washington County Office Commercial to Tigard Professional Commercial (Commercial): WCTM 1S1 36AC Lots 2900, 3000, 3100, 3200. THE PUBLIC HEARING IN THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF CHAPTER 18.32 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURES ADOPTED BY THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL, OR RULES OF PROCEDURE SET FORTH IN CHAPTER 18.30. ANY PERSON HAVING INTEREST IN THIS MATTER MAY ATTEND AND BE HE , OR TESTIMONY MAY BE SUBMITTED ARD IN WRITING TO BE ENTERED INTO THE RECORD. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OOpO X72�ePLANNING DEPARTMENT AT: 639-4171,-0ITSt OP TIGARD - 13125 SW HALL BLVD., TIGARD, ! 4 " !M 4k, 11�~ M e'a ', ®.1. � ISI• 1 Illld � b �_ X11 II�I�L�ILilJllr�: INS11 `1 } •• 111111. _ e IrTTr INN ®�= - :1111 11l: �.��■ Vii+ a 11111111 .... .. � .r ti ®ISIJl��e■� f IIFe�I1111�1IA �A IN '': ®� 1111® ® ®��. �.� • 'e �. .� :� 3k, , F 11■ ■ ■r�■® �� _ 1m Lom I Ems_ c- 't� . 11®111 �� �1® '�1.� ■ � '_� Y� ■■ �i 4�^`a�. �' °■ 11®111111®1111111'- —� s ,� ■ •� �■ ■■ �! ' �xt�' l ��l1: :111 111 1 ® ■■ ■■ �� ...__ ■ t� ', —_— � : 1 ell® 1111®11111.. . � . lip _ tr IIN Mrs. 1 ®1111 ® J ■IE �rlu ��-- �, �m 4 ■� ' ` r :. ■. .111:1. •�■��� -1111; '. O , stx t= n ■ice � ..�. .�����; Re WE son ME ME 1%2%, 12- uNIT5 p r i p• Y f , 4 '• � 6 �II�QI$ A6E&M-No I i - _ ._ f1s1'1)-►'111'111 1111111 Illll11 tI pil 1(I il1pp111 1ji T T TTl TilyIII r111 11T rI 111 111 1 III 1 1 ' 1. ' 1 I '•'-' j F .1_- r"J 1. r.l I. 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L C I C L .x614 Imll 6.ux�6,a 1�1 - ---- 32X MARCH 17 I - .,1990 W CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11, 1988 DATE SUBMITTED: April 4, 1988 ISSUE/AGENDA TITLE: METRO Public PREVIOUS ACTION:' Nearing PREPARED BY: Loreen Wilson UEPT' NEAD OK CITY ADM]:N OK L REQUESTED BY: Bob Jean OLICY-]ISSUE What should Council's position be regarding support for current- METRO services and funding (and consideration of possible expansion or amendment to those services and funding)? INFORMATION SUMMARY Per preliminary -discussion with Mayors and -Managers of Washington County, Council has scheduled a public hearing to consider support for current METRO services and funding and possible expansion or amendments to those services. After receiving public comment on the draft resolution, Council will need to determine what position they wish to take. i ALTERNATIVES CONSIDERED 1. 'Close,hearing and approve resolution as written or- with amendments. 2. Close hearing and take no further action. FISCAL IMPACT N/A SUGGESTED ACTION Alternative 01 — Motion to approve resolution. lw/40G5D il Y OF TIGARD, OREGON � RESOLUT:C07U0, 88— A RESOLUTION ADVISING THE TASK FORCE ON METROPbL.•1,TAN REGIONAL GOVERNMENT OF THE POSITION OF THE CITY OF TIGARD PERTAINING TO TH'k,. UNCTION, GOVERNANCE AND FUNDING OF METRO WHEREAS, the Mayor and City Administrator of the City ;of Tigard have met with other government officials in Washington County to discuss and consider, the issues of function, governance and funding of Metro; and WHEREAS, it is the consensus of these officials that now is riot the time to _expand Metro; and WHEREAS, each City and the County have agreed to consider, the issue and take a position on it. w NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council. that: Section 1: The City of Tigard supports Metro and its continuation as a regional`government. Section 2: The City of Tigard believes that a Regional 'Task Force, which includes local officials (city, county and Metro), should be constituted to examine Metro, , its functions and funding and prepare a recommendation on the future of metropolitan government. Said report should be concluded within four years. Section 3: For the next 'four years, Metro's functions should be limited to t those" which it _currently performs (primarily solid waste, regional transportation planning, zoo, and convention center) and funding for Metro should continue in its present manner. A legislative sunset review should be conducted in 1992, Section A: The City of Tigard recommends that the governance of Metro be examined with consideration of (1) elimination of the position of elected executive and creation of an appointed executive; (2) possible reduction in the number of Councilors; and, (3) PASSED: This day of 1988. e%L ' ���'� ATTEST: Mayor — City of Tigard r, Deputy City Recorder — City of Tigard APP"D Aq TO FORM: City Recorder pat 1" lw/3576D RESOLUTION NO. 88— Page 1 EXHIBIT B JHWY,T r y NEHALE4 " j —y lY 3 3 �� `m _ Sys LpoG > u FR RD n r_` °• M* GLENWY CbF 1)2 • yo qp m O ' } 210 w Cti O O A _W-MHINGTQN Cd FIULTNOMAH C y� _J e 216TH i ISSTH t`F 1F�GS JAS p. m A P r O ON O;K IIYH 0 Tai• �. �Io 0 O y. t� CL co Is i m m911 � Z. \ < 3 so y v r- _ s- m ASHIy¢TO z RD = a (d �CCS(AM eo x o sc o $ 1�jqd 9 0 a IJDS I' � �,.' FRUIT VAC EY R NCD ti UNION AVE < m mm� O 1 O N 7H dp C ; 5 a_ OIbD J ti y n Ij EOTH 10 $12. m Z RFSEN RO 'r a -ZOO 8 O = qL Q� 1 102ND m y HWY O N n I�L 3 H D o O ✓2 o � _ m T IOITH I ND �9D. 71 O y ( 162ND Ic ! i p n a = e2ND v i 23nD F ° MAROINC ROwo toy r Iden\\ i / 1 m r 500 II• L a T1Y.1' CGFR Rp Sl\ 292ND Y v _ ; 0c 4 SUBCOMMITTEE ON POTENTIAL- !Z- OTENTIAL- Si-natorGlenn Otto,CBata REGIONAL FUNCTIONS December 9, '1987 EXHIBIT D �JohnBouser,Administrator r SIXTY-FOIURTH LEGISLATIVE ASSEMBLY TASK FORCE ON METROPOLITAN REGIONAL GOVERNMENT Room 440, Metro Center 2000 SW First Avenue Portland, OR 97201 (503) 229-6079 To: Task Force Members From: John Houser, Administrator Re: Existing and Potential MetroFunctions The purpose of this memorandum is to provide background information on the governmental functions and services currently _provided by Metro, as wellasthose additional functions and services that could be provided under Metro's existing -statutory authority. GENERAL PROVISIONS ORS Chapter 268 provides the statutory basis for the operation of Metro. The law outlines those functions that the agency may provide and sets certain general criteria governing the performance of such functions. For example, the law limits Metro's involvement in providing any of its existing or potential functions to the "metropolitan aspects" of the functions. "Local aspects" of existing or potential functions may be transfered to Metro through an intergovernmental agreement with other local jurisdictions. The terms "metropolitan aspect" and "local aspect" have not been defined by statute or by Metro. In addition, if Metro assumes a function from another public corporation, city, county, it must offer to employ all persons currently employed to perform that function. Such employees must remain under their existing pension and benefit plans until Metro offers a similar plan. Metro also is authorized to establish service or special assessment districts in conjunction with any of the functions it may provide. rune %ons and services may be provided by Metro to areas 'outside its boundaries on a contractual basis. EXISTING FUNCTIONS Metro's functional staff is divided into four major departments: 1) zoo operations; 2) solid waste management; 3) the intergovernmental resource center; and 4) the convention center.' The responsibilities of each of these departments is outlined below. Zoo operations. Management and operation of the Washington Park Zoo was transfere.d to Metro by the city of Portland. The zoo is currently funded by revenue generated from 'admissions, concessions, rentals, and donations, and a three-year $16.5 million levy approved by,district voters in 1986. The total operating and capita].. budget for fiscal year 1987-88 is $16.82 million. Staffing for the zoo is:divided into six divisions as follows: Administration. Responsible for overall administration, coordination of exhibit design, program planning, fund- raising, accounting and budget control, personnel, contracts and central office liaison. Animal Management. Responsible for animal acquisition and care, veterinary,services, research and library maintanance. Buildings and Grounds. Responsible for maintanance of buildings, grounds and vehicles. Educational Services. Responsiblefor educational and graphics exhibits and programs at the zoo including the zoomobile, children's zoo and various in-service and career day programs. Marketing. Responsible for information, media services, special 'events, marketing and general promotional activities. Visitor Services. Responsible for admissions, food gifts, rentals and ticket sales and security. Solid Waste. The second major functional department at Metro deals with sol yd waste management planning and disposal. The department's budget for the current fiscal year is approximately $23.69 million. Funding is provided by charges and user fees paid by those using the various solid waste disposal facilities operated by Metro. The department is divided into seven major program areas which are outlined below: Management and Administration Responsiblefor the overall administration of the department including providing appropriate,support- services, staffing the regional Solid Waste Policy Advisory Committee, library and computer system maintanance, disposal franchisee administration, local government assistance, and public information. St. John's Landfill. Operation of the St. John's landfall on lease from the city of Portland'. St. John's is r the last landfill in operation in the Portland metropolitan 1 area, and it is,scheduled to close in 1991. The landfill receives approximately 75 percent of the solid waste generated in the metropolitan region. Clackamas Transfer and Recyclinq Center. The center was built to replace the Rossman's landfill in Oregon City, which closed in 1983. - Solid waste is sorted at the center and recycled or transfered to the St. John's landfill or other appropriate sites'. r West Transfer and Recvcling Center Metro is presently selecting a site for the location of a transfer and recycling center in Washington County. It is anticipated that when the center becomes operational .it will operate_ih a'manner ` ^ similar to the Clackamas Center, Legal challenges have delayed site selection, though Metro staff anticipate the the center will be operational within the next 18 months. u Waste Reduction. Responsible for implementing the Solid Waste Reduction Program adopted by the Metro Council in 1986. Activities include operating a recycling information center, public education, markets assistance, residential recycling - support, yard debris recycling, and waste reduction planning. System Planning, Responsible for updating the Solid Waste Management Plan including planning for the siting of resource recovery facilities and a third transfer station, and improved management of the region's solid waste. Facilities Developments. Responsible for the operational phase of new facilities siting including a new general purpose landfill and various alternative facilities. Such facilities may include construction of a large-scale burner/fuel plant in St. Helens, a composting facility, and a landfill site in Gilliam County in Eastern Oregon. :intergovernmental Resource Center. The center provides planting and technical assistance to local governmental jurisdictions within Metro's boundaries. The center's budget for fiscal year 1987-88 is $2.03 million. Fu,iding is provided by variousgrants and an annual local government assessment of 51 ( cents per capita paid by cities, counties, the Port of Portland and Tri-Met. The center is divided into-three program areas that axe outlined below: Transportation Planning. Metro is designated 'as the Metropolitan Planning Organization for transportation to secure and allocate federal highway and transit funds. Transportation planning and fund allocation is 'coordinated through the Joint Policy Advisory Committee on Transportation which makes recommendations concerning the Regional Transportation Plan and the Transportation Improvement Plan. Data Collection and Analysis. The Data Division maintains:and updates a regional database that includes demographic, housing, employment, and travel statistics. The database is used to make socio-economic and travel forecasts which are utilized by the public and private sectors in areas such as economic development and application for governmental grants. Development Services. Provides technical assistance and program coordination to localjurisdictions within Metro. Responsible for administering and-periodic-review of the metropolitan urban growth boundary and city and county comprehensive land use plans. The program also provides trend, grant, and training information services. Convention Center Project. Voters in the tri-county metropolitan area approved the construction of an $85 million convention center at the 1986 general election. Funding will -be provided by issuing $65 million in generalobligationbonds, obtaining $15 million in state funds, and $5 million raised from a local improvment district in the area in which the center will be constructed. Metro staff is currently responsible for managing all activities related to the construction of the center, which is scheduled to 'be completed by mid-1990. Marketing and operational activities will 'be transfered to a quasi-independent Metropolitan Exposition and Recreation Commission that will be appointed by Metro. It is anticipated that this commission may eventually be responsible for the management of all major spectator and trade facilities in the metropolitan area. POTENTIAL METRO FUNCTIONS Metro's enabling statute authorizes it to perform a wide range of functions and services in addition to those it currently provides. For example, on its own initiative, Metro may engage in various activities concerning sewage disposal, drainage and control of, surface water, and operation of a public mass transit system. Various aspects of other' pecified functions may be provided by Metro, subject to vot r approval. These include: water supply; human cervi and recreation; correctional facilities and programs; ' ibrar'es• acquisition or construction of cultural, spectator, or conve facilities; and assumption of the duties of the local government boundary commission. In addition to these functions, ORS 268.320 gives 'Metro the general k authority to assume additional functions through the initiative or . referendum process. F, The following discussion outlines the statutory provisions -relating to Metro's assumptions of, the potential functions : outlined above. Public transit. The law permits Metro to operate as a mass - transit district and at any time order thetransferof the transit system operated by the existing transit district (Tri-Met) to the s, control of Metro. Such a transfer would include title to, and IF I_ possession of all books, records, files, documents, and other x property of Tri-Met. In addition, Metro would become responsible for all Tri-Met liabilities and obligations. Metro also would be subjecttostate law regulating mass t.ransit districts (ORS : Chapter 267). Metro's boundaries, for mass transit purposes, would-be extended to included all of the territory included within Tri-Met's existing boundaries. Metro's statutory powers regarding mass transit would include the authority to: l) contract with governmental entities for the construction, preservation, improvement, operation, or maintanance , of the system; 2) make necessary; improvements in the system; 3) enter into applicable labor contracts; 4) fix and collect ' appropriate charges; 5) construct and operate terminal facilities;" and 6) make use of public throughfares. The law also requires that if Metro were to takeover the Tri-Met system, it would have to protect the interests of existing and retired system employees. Such protection must include: 1) preservation of pension and benefit rights under existing , collective bargaining agreements, 2) continuation of collective bargaining rights, 3) protection of employees from a worsening of their positions with respect to employment, and 4) assurance of :; employmment to current employees and priority of reemployment for those previously employed. ` Boundary Commission. The law also authorizes Metro to assume the functions of the Portland Metropolitan Area Local Government Boundary Commission. The commission is responsible for approving t all annexations, governmental incorporations and disincorpora- tions, and certain sewer line extensions in Clackamas, Multnomah, and Washington Counties. Though the statute specifies that such a takeover must receive voter approval, it offers no further direction or limitations as to how the takeover is to be achieved. Water-related functions. Metro may perform various aspects water-related functions. For example "'Metro may acquire, construct or operate interceptor, trunk, or outfall sewers, ; pumping stations, and treatment facilities ;for sewage disposal. It also may control the flow and drainage of surface water by means of dams, dikes, ditches, canals, improvement of existing waterways, or requiring property owners to install and maintain water control or retention devices. In addition, upon receiving voter approval, Metro may acquire, construct, and operate the metropolitan aspects of water supply and distribution systems. Water,rights may be appropriated or acquired in conjunction' with the operation of ,suchsystems. Human services. The law specifies that Metro's functions relating to human services .may include planning, coordinating, and evaluating the providing of a wide range of programs including, but not limited to, programs for the aging, health care, manpower, mental health, children and youth. The providing ofsuch functions is subject to voter approval Parks and recreation. Metro. is authorized to acquire, develop, maintain, and operate a system of parks, open space areas, and recreational facilities. Such parks or facilities would have to be of metropolitan significance (e.g, having major or significant district-wide impact). Establishment of a system would require voter approval. Corrections. . Metro may provide planning for metropolitan and local aspects of criminal and juvenile justice. In the past, Metro has used federal grant funding to provide such planning ' services. But such funding is no longer available. Subject to voter approval, Metro ,also is authorized to provide facilities for the metropolitan aspects of criminal and juvenile detention and programs for adult and .juvenile justice. Libraries. The law allows Metro to provide the metropolitan aspects of library activities. Such activities can include, but are not limited to book acquisition and technical assistance for Providing such services would be subject to voter,approva•1 s Mm- TASK.FORCE ON METROPOLIT REGIONAL GOVERNM November 13, 19,67. _ 024 RICHARD WAKER, Presiding Officer, Metro Council, 5egan his testimony following his writtenstatement (Exhibit B) . He stated his purpose was to provide the committee with a general description of the council 4 and how it functions, share his observations with respect to the current structure of the government, and discuss issues he would hope the task force would look at. ` 235 WAKER suggested the Task Force do the following: 1. Consider elimination of the elected executive pos'tion and replace i as pro essi a a minis rator ho serves at the 'pleasure of the Co 2. D n or t e appropriate merger of the Boundary ommission and Tri-Met with the Metropolitan S v* e District. 3. is or elevating a i iona funs 1 sfo the regional ,level 4. Review Metr s current taxing authorit nd recommend appropriate 5 sources of dditional-revenue. 302 CHAIR OTTO asked if MR. WAKER felt that the Metro boundaries hould be extended especially since some of the fun providing extend outside .the current boundaries. WAKER responded that this" is an issue he would like the Task Force to look at, .especially in the context of Tri-Met. c 152 WYSS noted tha another pro em is the $33.5 million that Tri-Met has in bonded indebtedness. If there were to be a takeover, those bonds wouldbecomedue. There are probably alternative ways to finance the debt, but .it is a difficulty that would have to be worked out. More importantly, WYSS 'feels that if there were to be a change -in, the governance of ,Tri-Met the pension plan would have to be absorbed somehow. This would require a large amount of money considering the condition of Tri-Met's current plan. r 191 WYSS sees a political problem in .the appointment of the Tri-Met board. The board has traditionally been appointed by the Governor. The question arises as to this tradition continuing if there is a change in governance. He doubts that the Tri-Met Board would be willing to consider a major change in governance or support a change unless it was also supported by the Governor. 233 COMMISSIONER HAYS asked WYSS if he saw any benefit to Tri-Met's B merge with Metro. WYSS stated he felt it was important to maintain certain relationships with Metro because they do have• a "first-rate" transportation staff. But, he questioned how Metro could be both the provider of services and also attempt to be the negotiator and mediator for all transportation services in the county. He further stated that it is his hope that the two agencies are not put into greater controversy with one another as this question is debated. 100 CHAIR OTTO asked if the people would be better served if the final approval for all annexations took place at the same time. He discussed his membership on the National Conference of State Legislators Reapportionment Committee He stated that along with the information he has gathered from that committee, he would like to hear what the commission would say to a uniform date, statewide, for all annexations (whether by cities, special service districts, etc. ) to become final. He requested feedback to the feasibility of this concept at a future date. TASK FORCE ON METROPOLITAN REGIONAL GOVERNMENT SUBCOMMITTEE ON OTENTIAL REGIONAL FUNCTIONS December 9, 1987 Metro Center 12.00 p.m. Room 440 MEMBERS PRESENT: COMMISSIONER HAYS CHAIR COMMISSIONER URY COMMISSIONER' LINDQUIST SENATOR OTTO 085 HUIE identified five areas Metro is looking into regarding economic developmentplanning: 1) plan` coordination with all jurisdictions, development organizations and state agencies; 2) providing technical assistance and staffing to related groups and associations; 3) development of a regional data atlas which will include sixteen maps showing where the population is;today and a forecast to where it will be in the year 2010; 4) compilation of a directory listing sources of economic development data and forecasts; and 5) extension of contractual and procurement services. 142 MARC MADDEN, Manager, Department of Research and Development, Metro, provided the committee with a description of ORS 368.312 which states that Metro can operate metropolitan aspects Of libraries and parks which would be subject to voter approval. Metro may acquire, develop, maintain and operate a system of parks, open space and recreational facilities. 187 MADDEN gave a brief history on past park surveys. Currently Metro is conducting a regional park study to inventory the. park areas located in the tri-county area which can serve the residents of the metropolitan service district. This survey will act as a data base to aide in the development of a planning form to deal with acquisition, development, maintenance and financing of park and recreational facilities. The three objectives of the study are to: 1) have a 5 and 20 year regional park needs projection to service the metropolitan population; 2) have a computerized map and inventory of all parks in the region which will be compatible with the City of Portland`s parks inventories; and 3) have a user friendly computer system to provide park information to requests from metropolitan area residents. 220 MADDEN stated that a sensitive area is how these parks are to be administered, operated, maintained, etc. Every community likes its parks and are unhappy when other jurisdictions get involved. The exception is in the area of maintenance. The City of Portland has identified maintenance and security as areas of major concern involved in managing a large amount of park land. TASK FORCE ON METROPOLITAN REGIONAL GOVERNMENT SUBCOMMITTEE 0 EXISTING REGIONAL AGENCIES 013 RENA CUSMA, Executive Officer, Metro, began her testimony explaining Metro'srelationship to Tri-Met and the Boundary Commission; She gave a brief history of Metro's c-reation and goals for the future. Metro's charge is to provide regional services more efficiently and accountably by consolidating the jobs of many governments under the umbrella of one. She reviewed current regional services, stating an important step in aiding Metro to a position to assume more responsibility for regional services is convincing the Citizens to grant a-tax base. Current policy is to provide service on a pay-as- you serve basis. She' gave reasons why both Tri-Met and the Boundary Commission should be brought under the umbrella of Metro. 210 GREG FRANK, Chair, Portland Metropolitan Boundary Commission,' began testimony by presenting the commission's recommendations in,response to .the request made by the subcommittee concerning Statutory or administrative problems resulting from a merger with Metro. The recommendations are: 1) the commission would be an independent commission under- the Metro umbrella; 2) Metro would have the right and authority to continue to;appoint Commission members_ bu:t__no.t-sneri Fir authority to remove members; "3) Metro council would be substituted for the current advisory Committee at least related to budget matters; and 4) existing right of appeal process for commission_decisions would remain with the Court of Appeals. 242 FRANK gave further details on-each recommendation:" 1) As an independent commission, operations would continue much the same. The commission"would develop its own rules; 2) The commission feels it is important to retain the independence of each individual member to vote without fear of losingthat independence; 3) The commission would request, a time restraint for the council to respond to budget: matters; 4) There is now a workable, accessible process of appeal in place to be used for any boundary decision. There have not been requests made or complaints about this process. Discussion followed on the appeal process. 323 CHAIR CEASE asked if legal integration would already exist under the new arrangement where Metro appoints the commissioners. FRANK replied that the,,commission feels it has moved toward accountability with the appointment process. CHAIR CEASE asked what would be gained by a legal integration. FRANK responded only the appearance of accountability, the legal decision making of the commission would not change. ,64 FRANK further discussed the appeals issue. If the a given to Metro, it will add time and cost to all ties. right is Washington Square annexation proposal as an example. He used the 408 FRANK reviewed technical issues: 1) The commission should retain its authority to hire and fire the executive officer and the executive officer is given authority to hire remaining staff; 2) Metro should provide the PERS retirement system for the current and former commission members with new employees placed under Metro's system; 3) all employee sick leave and vacation leave benefits should be transferred without reduction; 4) current staff and office location would be maintained until lease runs out to reduce costs; 5) retain present computer system; and 6) the commission would need to be given rule making authority to meet time limits and not cause delays. TASK FORCE ON METROPOLITAN REGIONAL GOVERNMENT C SUBCOMMITTEE 01 GOVERNANCE December 11 1987 Metro Center 2e0(1 n_m_ - •�— 035 CUSMA gave a brief explanation of the change in structure issue. If an area in the structure of Metro were to be changed, it would be to increase the number of council members. This would decrease the size of, a councilor's'-district. _Smaller districts would make it easier for a councilor to represent local interests, respond to constituent concerns and act on policy. 055 CUSMA stated that Metro should have its own charter. Reasons for the charter are: 1) local control; 2) practicality; and 3) allowance of Metro to set its own work program. 071 CHAIR OTTO stated he has heard that the number of Metro council members should be reduced not expanded. He is concerned the members are not visible enough. CUSMA stated the number of council members has been debated''internally. Her conclusion is the districts are too barge to be adequately served by a part-time, non-paid councilor. She does not advocate full-time, paid councilors but instead more councilors and smaller districts. 116 NED LOOK commented on the dual role of the task force: to look at the structure of the metropolitan regional government and the role of Metro within that structure. He discussed the concept of merging the three counties. If this could be done under one government, what would Metro's role.be. CUSMA responded that a "Willamette County" would solve many of the practical, technical problems being discussed. The reality is that Metro, as a regional government, is phase one of the effort. Metro or "Willamette County" could offer the same types of services; one would phase out the other. Regional government becomes a preferred choice as money becomes tighter and resources become fewer. She views Metro as the vehicle available to use now to moved toward the ultimate goal of regionalism. 200 LOOK asked what the task force should address to help achieve Metro's goals. CUSMA responded that the first area should be funding. Prior to Y etro taking on additional responsibility, it will need to be in a am position to offer better service at less cost. Metro's obligation is to stabilize regional government funding in a way that has public support and meets public need. The' task force can help sort through issues, aid in restructuring the agency in regards to its own charter, and make suggestions how the agency can produce to earn the public's credibility. :HAIR OTTO asked if Metro had authority to levy an excise tax. CUSMA stated that Metro did not have the authority. CHAIR OTTO asked if there is a. backup plan for the tax base should it fail. Should legislation be proposed for an excise tax. CUSMA believes that Metro should have the authority to levy an excise tax. 092 LOOK reviewed CUSMA recommendation of phasing the three counties into Metro. CUSMA responded that the type of operations Metro is now - preforming are consistent with the "Willamette County" concept. SUBCOMMITTEE ON GOVERNANCE December 11, 1987 page 6 240_ CHAIR OTTO further asked if TOLLENAAR would be available to assist the committee if they had a need for writing a charter. TOLLENAAR stated he would. He explained a complication in imposing a Metro charter on top of city and county charters. This would pose only a few obstacles if discussing structural home rule. In discussing functional home rule, the approach would be more difficult. 260 ' CHAIR OTTO questioned if Metro's lack of public visibility would change if it had a council/manager form of government with Metro appointing the manager and had the same boundaries and districts. TOLLENAAR chose not to respond because of lack of information. ' 285 ;CHAIR OTTO stated he feels Metro's visibility is due to the chief executive being out in the public eye. If the chief executive was gone, Metro would have even less visibility. TOLLENAAR agreed and further stated that it also depends on the spokesperson and the community. 318 LOOK asked if the task force is right in its premise that regional government is broke and needs fixing. If so, are the issues being discussed realistic and possible. TOLLENAAR stated that the government isn't broken but could use a tune-up. Metro is in-a better situation than other regional governments. It is always "useful to consider strengthening any system of government. 388 ,LOOK stated that he didn't feel Metro was broken. He was concerned whether consolidation of the three counties into one regional government was the correct direction to head. TOLLENAAR responded Metro already exists and was conceived as a two-tier system anticipating continuing local units including counties and cities. 420 SENATOR HAMBY asked what fine tuning is needed by Metro. TOLLENAAR stated he sees many options but it takes a better understanding than what he has•of the political area involved. 436 SENATOR HAMBY asked if the oversight of the legislature continued and Metro could sell the idea of a tax base with the additional functions, :.s the idea of a charter premature. TOLLENAAR responded that there is an advantage of having the legislature involved because by definition intergovernmental relationships are being dealt with. Home rule is only effective with intragovernmental relationships. TAPE 2 SIDE B 004 JOE BARKOFSKI, Deputy, Legislative Council, began his discussion on problems involved in creating a home rule charter for Metro. He stated that a home rule. charter involves the allocation of legislative power including who can exercise the power, what issues may the power 123 CHAIR OTTO commented on CUSMA's position that Tri-Met should be absorbed by Metro If Tri-Met is absorbed by Metro, would the Metro council act as the board of directors or would Tri-Met retain its own board. CUSMA responded that the Metro council should act as the board of directorsThis differs from her viewpoint in regard to exposition recreation functionsbecause exposition recreation functions are in A' the business of making money not providing public service. 152 CHAIR OTTO repeated the question but in reference to the Boundary ' Commission. CUSMA responded the same to be true with the commission. The Metro council should act as the board of directors for the same reasons: the public would have direct access to the members; the - members can be held accountable;;they are elected. She stated this would be a phase-by-phase process. 050BARKOFSKI explained the three exceptions to the general rule that legislative power is vested in the legislative assembly. All exceptions are routed in an amendment to the Oregon Constitution. He stated that if a home rule charter, similar to a city or county home rule charter,' is desired for Metro it is going to require an amendment to the Oregon Constitution. The only other possibility for a type of home rule authority for Metro would be something similar,to ORS 203.035 the statutory home rule provision for counties. This is a statutory grant of power which can be changed or limited by action of the legislative assembly. It is not true home rule. 098 BARKOFSKI stated another problem with the statutory grant of home rule authority where Metro is concerned is thatinanalizing ORS 203,03.5 the grant of authority would read "the vpters or governing body of Metro can by ordinance exercise authority over matters of district concern." "District concern" has not been defined which could lead to litigation. RARKOFSKI recommended a statutory grant of home rule as the' only >approach for Metro in the absence of an amendment to the Constitution. 143 LOOK asked if it would be easier to merge the three counties info one rather than give Metro a home rule charter. BA.RKOFSKI responded that the merging of three counties could be"done by an act of the legislature. A true home rule charter for Metro would require an amendment to the Constitution. The merging procedure is easier. Multnomah and Washington counties do have charters which may require appeal by the counties involved. In his opinion, the legislature does not have the power to repeal a county charter. The proposal to merge the counties would have to include the repeal of the two county charters by the counties. 195 CHAIR OTTO asked if the legislature acted unconstitutionally when it changed county boundaries of home rule counties. BARKOFSKI stated that technically, unless the boundaries of the county appear in the charter, there wasn't an amendment of the charter. CITY OF TTGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11,`1988 DATE.SUBMITTED: 1988 ISSUE/AGENDA TITLE: Delinquent __ PREVIOUS ACTION: Amend Ordinance sewer and storm drain accounts 86-26 PREPARED BY: Don Palmer DEPTHEADOKE CITY ADMIN OK REQUESTED BY: Din Palmer POLICY ISSUE ' Does the City Council want to discourage non—payment of sewer• charges and reduce the number of delinquent account's. INFORMATION SUMMARY o Currently Ordinance No. 86-26 allows ,assessment of a 3 percent penalty on delinquentsewer and storm, drain accounts. As provided by ORS 454.225 when 'sewer and storm drain accounts are riot paid, the amounts together with interest and/or penalty at the assessed rate from the due date shall be certified to the assessor of the appropriate county for collections. o In addition to the above 3 percent penalty, our agreement with USA allows us to charge 18percentinterest from the point of delinquency. ` We have not been using this method because our system can't accommodate that _calculation., 0 10 percent of all our accounts are delinquent and we feel that this rate is too high. o We feel that the increase from a 3 percent penalty to a 12 percent penalty would encourage people to pay monthly and cover any collection costs. o Immediate passage of this ordinance is important. Staff wants to give two notices to the delinquent' accounts prior to turning them over- to the County. ALTERNATIVES CONSIDERED A. Leaving the penalty rate at 3 percent would continue to leave high delinquency ratio. B. Increasing the penalty from 3 percent to 12 percent would encourage people to pay monthly. FISCAL IMPACT By increasing the penalty we believe that this would reduce the repeated delinquent offender by at least a half. This in turn would improve our cash flow and reduce our efforts in collecting delinquent accounts. SUGGESTED _ACTION We recommend alternative B and increasing the penalty from 3 percent to 12 percent, ht/4021D MEMORANDUM CITY OF TIGARD, OREGON TO: Jill Monley, C.S. Director March 31, 1988 FROM: Don Palmer•, Accounting Manager SUBJECT: Delinquent Accounts for Sewer and Storm Drains In June of every year we can, if we choose, turn our delinquent sewer and storm drain accounts over to the county to be included on property taxstatements. We did this two years ago at which time we turned $61,370 over and experienced a 90 percent payment rate. At the current , time :we have $100,260 in delinquent sewer• and storm drain accounts (at least 90, days- past -due). We bill out 6,287 accounts monthly; in addition to 1,500 .storm drain only accounts' which are billed annually. We currently have 735 accounts (roughly 10 percent) that are delinquent as of the March 27th aging report. Of those 735 accounts, 70 percent of these people have not paid toward any part of their sewer or storm drain billings for at least the last 12 months. We have round that 102 of those are the same accounts that were turned over to the county for delinquent assessments two years ago. We understand that many people prefer to pay their• sewer and storm drain bills in this way because: - they can use their, money;for other purposes during the year; they can take a discount of 3 percent if paid promptly; they believe they can take their• payment: as a tax deduction, because it was billed with"their'property taxes (this is not an accurate understanding). We prefer and encourage people to pay monthly because: — it maintains our cash flow evenly; there is no follow-up or, collection effort (which creates additional work for staff); — staff collection efforts are time consuming with a low return rate because we have no leverage (can not turn water off, suspend license, etc.) There are two method we can use to encourage people to pay promptly. The first method is through our USA agreement which allows us to charge an 18 percent/ annum as an account becomes delinquent. Our computer system is not equipped to handle this method at this time. The second method is to turn delinquent accounts over to the Washington County Tax Assessor•. This method works well, we have used it in the past as allowed by Ordinance 86-26, however, 3 percent is too low to encourage prompt payment or• to cover• our• costs. In checking with other cities we find that penalties range from 3 percent to 22 percent. We recommend increasing our 3 percent to 12 percent. This seems like a fair amount in that we can invest our money all year at roughly 7 percent. We can lose 3 percent due to the discount: with prompt payment to the county, and about .25 of- an FTE is used in the collection effort throughout the year (this equates to about 3 percent). So 12 percent would cover our costs, I am, therefore, recommending adjusting Ordinance 86-26 in order to increase the penalty rate from 3 percent to 12 percent. ht/4021D CITY OF TIGARD, OREGON ORDINANCE NO. 88— AN ORDINANCE OF THE TIGARD CITY COUNCIL AMENDING ORDINANCE 86-26 SECTION 3, PERTAINING TO A PENALTY ON ALL DELINQUENT SEWER AND STORM DRAIN ACCOUNTS AND SETTING AN EFFECTIVE DATE. WHEREAS, ten percent of all sewer and storm drain accountsaredelinquent and this is determined to be too high; and WHEREAS, staff has no leverage that can be applied to delinquent sewer aril storm drain accounts other than turning these assessments over the county for collection; and WHEREAS, the City currently does- not recover its cast in its collection efforts; and WHEREAS, the City Council policy to bill monthly began July, 1, 1986, as described in Section 2 of Ordinance 86-26; and WHEREAS, Ordinance 84-58 (TMC Section 12.05.020 (3)) defines delinquent accounts being 30 days past the due date; 'and WHEREAS, .the City of Tigard turns over delinquent sewerand storm drain assessments at 'the close of each fiscal year as authorized by ORS 454.225 to Washington County's Tax and Assessment Department; and WHEREAS, it has been deemed that the three percent penalty in Ordinance 86-26 regarding past due sewer and storm drain accounts is not significant enough to deterpeoplefrom becoming delinquent. NOW THEREFORE, THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section l: Ordinance 86-26 shall be amended as follows (language to be deleted is shown in [BRACKETS]; language to be added is UNDERLINED); The City Council imposes a 12 percent [3%] penalty on all delinquent accounts that are turned over to the Washington County Tax Assessor for collection effective with the passage of this ordinance. ORDINANCE NO, 88— Page 1. Section 2: This ordinanceshall be effective on and after the 30th day_ after its passage by the Council, approval by the Mayor and posting by the Recorder. PASSED: By vote of all Council members present after being read by number and title only, this day of 1988. Catherine Wheatley, Deputy Recorder " APPROVED: This day of 1988. Thomas M. Brian, Mayor Approved as to form: eo— City Att rney Date cw/4047D s ORDINANCE NO. 88- Page 2 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 11, 1988 DATE SUBMITTED: March 31, 1988 ISSUE/AGENDA TITLE: HeH wring on ' PREVIOUS ACTION: Resolution No. 88-23 Dartmouth LID pursuant to TMC 13.04.055 PREPARED BY: Ci_� Attorney's-Office DEPT HEAD 0 O CITY ADMIN OK REQUESTED BY: POLICY ISSUE Should the City Council cure defects in the plans for the Dartmouth LID pursuant to TMC 13.04;055? INFORMATIONSUMMARY See attached final plans and specifications, revised preliminary engineer's report, and staff report i ALTERNATIVES CONSIDERED 1. Adopt the proposed revisions and amendments to the Dartmouth LID plans, preliminary engineer's report, and Ordinance 84-17 and direct the acquisition of land and the construction of the street improvement. 2. Adopt the proposed revisions and amendments to the Dartmouth LID plans, preliminary engineer's report, and Ordinance 84-17 with modifications, and direct the acquisition of land and the construction of the street improvement. . 3. Decline to make the revisions and amendments and do not proceed with the LID. FISCAL IMPACT The cost5to the City if it proceeds with the LID have been included in the CIP budget. SUGGESTED ACTION The City Engineer recommends that the City,Council proceed with alternative No. 1. The City Attorney's office is of the opinion that, with the passage of this ordinance, all legal requirements for the continuation of the LID have been met. CITY OF TIGARD ORDINANCE NO. 88- AN ORDINANCE CURING DEFECTS IN THE PLANS FOR THE DARTMOUTH STREET _LOCAL IMPROVEMENT DISTRICT, AMENDING ORDINANCE 84-17, ADOPTING FINAL PLANS AND SPECIFICATIONS AND A - REVISED PRELIMINARY ENGINEER'S REPORT, AND ESTABLISHING A FINAL ASSESSMENT PROCEDURE. WHEREAS, on April 9, 1984, the Tigard City Council passed Ordinance 84-17 ;establishing the Dartmouth Street-Local Improvement District (LID #40) ; and WHEREAS, in a writ of review proceeding against the LID, the Oregon Court of Appeals found no merit to the petitioners challenge to the formation of the LID but did rule that the assess- ment was defective because a portion of the planned improvement was not located within the legal boundaries of the LID and, therefore, set aside the assessment as 'void and remanded the case for further proceedings not inconsistent with its opinion; and WHEREAS, the City Council held a public hearing on August 10, FA 1987, to receive and review public comment on all issues of `public interest concerning the LID; ,and WHEREAS, .on March 14, 1988, the City Council passed Resolution No. 88-23, scheduling a hearing pursuant to Tigard Municipal Code 13.04.055 on the final plans and specifications of the LID to deter- mine whether the CityCouncil should cure defects or delete portions of the plans which have been declared void or set aside for any reason, and to determine whether it should make necessary additions to the preliminary engineer's report so as to proceed with the LID; and WHEREAS, Resolution 88-23 set the public hearing pursuant to Tigard Municipal Code 13.04.055 for March 28, 1988, and the City Council, acting upon the request of an affected property owner, continued that hearing to April 11 , 1988; and WHEREAS, public notice of the meeting to be held pursuant to Tigard Municipal Code 13.04.055 has been given pursuant to Tigard Municipal Code 13.04.055(b), including notice by mail to affected property owners; and WHEREAS, the final plans and specifications and the preliminary engineer's report, as revised March 21 ,1988, have been presented to the City Council; and WHEREAS, the City has received a proposed agreement from the Oregon Department of Transportation regarding the construction of ORDINANCE NO. 88- Page 1 roadway immprovements and the modification of existing traffic signals at the intersection of Pacific Highway West and the proposed extension of Dartmouth Street; and WHEREAS, having held the hearing pursuant to Tigard Municipal Code 13.04.055, and having considered the record herein, including the oral:and written testimony submitted in this and prior hearings; and WHEREAS, the city Council deems it in the best interest of the public to cure defects and delete portionsof the plans, to make revisions to the preliminary engineer's report, to -proceed by the final assessment method authorized by Tigard Municipal Code 13.04.060, and to amend Ordinance 84-17 accordingly, NOW, THEREFORE, THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1 : Ordinance 84-17 (including Resolution No. 84-14, as adopted therein) is amended to delete that portion of the planned improvement not located within the legal boundaries of the LID so as to comply with the ruling of the Oregon Court of Appeals in Martin v. City of Tigard, 78 Or.App. 181 , 714 Ptd 1115 (1986), and is further amended to comply with the provisions of this ordinance, which "shall be deemed to include the final plans and specifications and revised preliniary engineer's report approved and adopted herein. 4_ 'Section 2: The final plans and specifications and staff reports in support thereof are approved and adopted. Section 3: The office of the City Engineer is authorized to approve minor adjustments or revisions to the final plans and specifications as recommended by the project engineer. A minor change is a change in one or more details of the final plans and modifications, but shall not include a change that would materially affect the scope of the project. Section 4: The preliminary engineer's report, as revised on March 21 , 1988, is approved and adopted. Section 5: The assessment for the LID shall be by the final assessment method authorized by Tigard Municipal Code 13.04.060. The estimated cost of the project shall be that as appears in the revised preliminary engineer's report, and information and directivesinprior plans, reports or Ordinance 84-17 regarding estimates for the purposes of preliminary assessments, or regarding the establishment of a preliminary assessment roll, shall be amended and deleted accordingly. ORDINANCE NO. 88- Page 2 Section 6: The Oregon Court of Appeals having upheld the formation of the -LID pursuant to Ordinance 84-17, the City Council directs the acquisitionof land and the construction of the street improvement, all as -' authorized by Ordinance 84-17, as amended herein. Section 7: The City Council finds that the LID improvements are of a character described in ORS 233.205, and the improve- ments qualify for financing by general obligation improvement warrants pursuant to ORS 287.502-ORS 287.515. Section 8: General obligation warrants are authorized. The interest rate shall be the lowest interest' rate at which the City Tan borrowonthe date of :the sale. Section 9: The designated city officials are authorized and shall- enter an agreement with the Oregon Department of Transportation. Section 10: The Mayor, City Administrator, and Finance Director are authorized to execute the general obligation improve- ment warrants on behalf of the City. PASSED: ` By vote of all Council members present after being read by number and ,title only, this day of . 1988. City Recorder City of Tigard APPROVED: This day of , 1988. Mayor - City of Tigard APPROVED AS TO FORM: City Attorney Date: ORDINANCE NO. 88- Page 3 i MEMORANDUM CITY OF TIGARD, OREGON TO: Mayor and Council April 4, 1988 FROM: Randall R. Wooley, City Engineer SUBJECT: Dartmouth Street LID , Last August the Council held a public hearing to receive comments on the Dartmouth Street LID ,Project. Subsequent to that hearing, the Council has receivedadditional correspondence from Mr. Charles D. Ruttan, attorney for the Margin family'. This memorandum is to respond to several questions raised in Mr, Ruttan's letters. Mr. Ruttan bases many of his comments on a draft agreement between the City and the Oregon Department of Transportation '(ODOT);. The proposed agreement was only a draft document, never• executed by the approving authority of either ODOT or the City. Mr. Ruttan suggests to the Council in his letter• of November• 4, 1987, that I have riot been open to receiving traffic data from private sources. This is not true. In fact, I have reviewed all of the various traffic analyses and comments that have been submitted As stated in my September 18, '1987,, memo to the Council (copy attached), the various analyses arrive at different conclusions as to the timing of development within the Tigard Triangle area and the precise volumes of traffic which may occur. However, the materials submitted by the ' Martins do riot lead me to the conclusion that the City's planning for the Tigard Triangle needs to be revised. The conclusions of the earlier ATEP report regarding the street system and the numbers of traffic lanes ultimately required as the Triangle develops appear to still be valid. The ODOT conclusion that additional roadway capacity will be needed as the Triangle area develops is not a new idea. Indeed, the City's Comprehensive Plan Map of 1983 recognizes the need for roadway improvements. The ATEP report of 1986 describes in more detail the street improvements needed. My memo of September 18, 1987, describes the need for future improvements as development occurs. As discussed on page 2 of my September 18, 1987, memo, the improvements can occur in stages as development occurs. The current LID is not intended as the ultimate traffic improvement for the entire triangle area. Instead, it is intended to serve the first phase of construction by the developers and owners within the area. It will create a certain amount of traffic capacity which can be used by the owners to service the developments as the owner may decide among themselves. Future phases of developments would be staged to correspond to future transportation improvements Memo To Mayor and Council April 4, 1988 Page 2 This LID design does not preclude future improvements. In fact, the present' design provides for a future street extending southward toward Highway 217. In the past two years I have reviewed the various traffic projections provided by ODOT and by the Martins consultant and by ATEP. They all lead me to similar conclusions as to the roadway facilities needed in the Triangle. They disagree on the timing of development; i.e. , they disagree on the estimates of how soon certain improvements will be needed. As discussed in my September 18 memo, I do not feel' that the timing issue is germaine to ,the question currently before the Council. We do not,need to agree on how soon Step 2 will be needed in order to proceed with Step 1. Construction of the Dartmouth Street extension is proposed as Step 1. Actual monitoring of the traffic impact as development occurs will tell us exactly when more improvements are needed better than any theoretical projections made at this time. Mr. -Ruttan asks if the City wishes the Martins, to initiate Comprehensive Plan changes to facilitate a different roadway system within the Triangle. I;do not `feel that such action by the Martins is necessary. The City is continuing to pursue review of the comprehensive planning for the Triangle area. Transportation planning is in process in conjunction with ODOT planning efforts. When that planning work is completed, I would expect that the City will initiate the hearings to consider adoption of any appropriate revisions into the Comprehensive Plan. Initiation of Comprehensive Plan changes is, however,"an option available to the Martins if they so desire It is not unusual for private property owners to initiate Comprehensive Plan changes when they see a need for such changes to benefit their particular property or to facilitate development which they wish to undertake. Mr. Ruttan also asks how the City intends to limit development within the Triangle. Development is already limited by the Comprehensive Plan which requires sufficient public services to adequately service development. In fact, the plan specifically references the Triangle area and requires road construction prior to development. 'The present LID will provide capacity to service the first phase of development within the area. When the capacity of the public services are committed, the plan will require development to cease until additional services are built. This is how development is limited within the triangle as with other areas of the City. Mr. Ruttan challenges my statement that property between the proposed Dartmouth Street and Highway 217 and west of 72nd Avenue is largely controlled by the Martin family. He submits a map showing the property controlled by the Martin family. It appears to me that the map validates my statement. Mr. Ruttan states that the existing road network within the Triangle will riot work at full build out. There is no disagreement with this statement. There is no disagreement on this point between the City and ODOT. The ATEP report outlines numerous improvements, including additional access capacity to the Triangle, which must be made as development occurs. The Comprehensive Plan would require conditioning of new projects to provide these improvements once the capacity of this LID is used up. Memo To Mayor, and Council April 4, 1988 Page 3 Mr. Ruttan has suggested that I am in some way impeding cooperation between the 'City and the State in planning for south access to the, Tigard Triangle. Such is not the case. I have been participating actively on the Technical Advisory Committee working with the ODOT in its current projects to plan for future improvements to the Highway 217 interchange serving the Tigard Triangle area. It is intended that any additional work required by the City will follow on the heels of the ODOT work. The`ODOT cstaff and I are in concurrence' on this plan and we continue to work closely towards its implementation. I have talked with the ODOT staff and asked them if there is any additional input which they are needing from the City of Tigard; they have not indicated the need for any additional input at this time. Again, our coordination with ODOT on planning for the Triangle has been excellent. The questions before the Council remains the question of whether the City should proceed with construction of the Dartmouth Street extension at this time, After extensive 'review and consideration of the traffic analyses and the many comments received from the Martin family and from Mr. Ruttan's office, I still conclude that there is no reason to postpone construction of the Dartmouth Street LID project. br/3759D a April 12, 1988 Dartmouth LID #40 Received from Gordon S. Martin one map showing existing development in the Tigard. Triangle and the amount of new development allowed under ODOT's permit agreement for the i 99W/Dartmouth intersection. A-second map,showing 'existing trips, thru trips andtheamount of projected new trips F allowed under ODOT's permit agreement for the 99W/Dartmouth intersection. Gov 64,Ii�8$ AIbENM*q • � � s • l "1l1!J►II1 III I i 0 1113I1I f L1_1l-111I1.II T II1 I1I1J1_iI'RTT'fm(111jpp TTrigttjjgilltl � r � Oll• l111111titl'(III�FII�lil�ls!'tlylll,lfi�►If -- NOTE: IF THIS MICROFILMED12 DRAWING IS LESS CLEAR THAN it ' THIS NOTICE. IT IS DUE TO THE QUALITY OF TFE ORIGINAL ` DRAWING. ._. _,.- __. OE B2 8Z LZ 8Z SZ 9Z _EZ ZZ IZ OZ 6t BI LI 91 Sf -bt EI ZI- tl -01 6 g [ 9-- 5 b 6 Z taloa. i111Cillt;'IIH�IlII�f111�11111YlH�Ill�til�tl� _ . a _ UII MARCH� � �� � i199Q_ —. n F 9G DARTMOUTH EI'• i���_' '. _ C Loo P.r. e , .`, � --�' `1 •' �'---- �• PT ON HWY 99 R/W LN 1 EXTENSION 1' N '8I.P.ON R/W LIN! (T_i •�\\. ° - 5" _ "'�. d• ��• X111 '; "�� I r TREET N 4 CT L ' ® ® 40 ;^ — TI6ARD ' LOCATION OSHD R/W MON) • •`. I Tigard , Oregon —c-.` n BBNITA '✓/ 2• 6-47.00'01- \� — R=500' 1 VICINITY MAP r-2174° L-41015 INDEX TO DRAWINGS � .. 03.22FR.G. SHEET TITLE - N 1 VICINITY MAP AND INDEX TO DRAWINGS 2 PLAN & PROFILE, STA. 0+00— 3+50 3 PLAN & PROFILE, STA. 3+50 — 9+00 4 PLAN & PROFILE, STA. 9+00 — 12+50 5 PLAN & PROFILE, STA. 12+50 — 18+00 6 PLAN & PROFILE, STA. 18+00 — 23+50 7 PLAN & PROFILE, STA. 23+50 — 29+00 0.93.49 D7' 8 PLAN & PROFILE, STA. 29+00 — END T=534?6 9 STREET DETAILS L-616'2 10 DRAINAGE DETAILS 11 SANITARY SEWER AND WATER SYSTEM DETAILS 12 TRAFFIC CONTROL DETAILS 3 o-30°39'07" > 11.81.91 P.C. 4 4.14.3219'L -308565 02•CURVE) Q _ R-500 _=255.43 2 T-663..78 • 4v .. �-'25.87 ` r 12.38.25_P_.I, h�E co Lj % Ld / Q r.' MON ON SECTION LINE Q 4 S.N,72NO 4, i a 24.71-13 P.T. S 06°0805'VJ- 20-98.60-P.T. PT.ON SECTWN LINE O h - -\ Z G=SI°4348'i N 24.72.81 P.T. R-200' S 2q•01'!6 E \ ~ wl OSHO MON. T=96.96 L =180.57 li Po Z 6pZO.y'l _ 9 88°33.37"E -- -- 945.06' 340.76' _ 11 S SB•3337'E ys S 88.3'37 E I G 34.56.20 P.C. 33.57.13 P O.L/� _ A6 PT.ON SECTION INE 22.38.22 P.I. � 5 o O 34.03.1 P.I. o� o� OSHD MON. S.E.CORNER GEORGE 4N UL.01CHARUSO DATE PR3/24/88 DARTMOUTH EXTENSION, STREET LID NO. 40 TIGARD, OREGON SHEET ,�cg,FD GF£ R./A.Wri ht DESIGNER CITY OF TIGARD `, N engineering- PoapanO.Oregon9219 13125 S.W. HALL BLVD. VICINITY MAP AND OF 1 5032-6-293 DRAFTSMAN TIGARD, OREGON 97223 r'1-4 1 IW V 12 consulting engineers GCD CMOF T16ARD INDEX TO DRAWINGS A.'W0.\�Z1 REVIEWER WASH1NICouMY,OREGON PHONE(503) 639-4171 MAR e5 ;,,,, DRAWING NUMBER KT No. R.A.WrighiEn;.,!:REVISION DATE FEW 786-6 ' I�IIIIIry11111IIIIPInII IIIII PII IIIn11n1I11111PIIE111hT111IT(111111111(11111 It(nlllpllp glpp❑4111 Ippp,I�lu 1upppTlTu 411111 9111pJ 41141 III 41 III IP III N d .u. ___. �_. - —.___..._.. _ _...— ._. ___.,.... 2 3 4 5 6 I 7 I e I. e I fa I I it I I 112 — rote: IF TNIS R11ME9 r OMI,IS)Ess=CLEAB iHgN TI15 NOTICE,IT Is 911E TO ilE QWLITT OF TIE ORIGINAL4X OE 62 BZ LZ 8Z SZ b2'CZ_1_ZZ -IZ OIZ_161 91 LI 91 G-11b-I Cl ?,11.11 01 6 B L 8'I S b E Z JI- ,IIIIIIIIIIIIIIIIIIIII111 IINI1dIIIdR1d16dnuLlldunlNiMXY6BjyJ161D6�jn�nuWIYllI11�nYElllIyNII�IWIudu)�uWWL@llmh6dunW11t11uWnIIIIIIIIIiIIIIIIW 6RIt61[I 1111111E Ilnllll lly(�IJI11aRIIL111I111hI611111111uIIBWW6m MARCH _ 7 ;,1,990 - II II I I II LEFT CURB I II I 3 I TRANSITION CURVE I a, ".=18' o R=665.03' FXIST_iNG T 105.33' II I 0 I CURB — � I I 'A � L= 208.92' I h I� J:� I a T I . 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PLAN AND PROFILE pit 1 503i2a6 1293 DRAFTSMAN TIGARD, OREGON 97223 s 9 clnroFn 4RD 29+00 TO END 71 •°°s consulting en ineersc GCD - r.,oe, ,z� . 8 BERT A WAY00 REVIEWER WASHINGTONCOINNTY,ORIi PHONE(503)639-4171 I,,4,. ..D ,-;..:I DRAWING NUMBER z KT No. :R;... ,EVISION DATE BY 786-6 .— 11111 .., ., --_-1.111 .11.11..:. 111.1 ._ _,,..�. ....._..:..... 1111 T_ - __ _ _ 1111 .�.._.., ,;�,.�.,,^sem .: - - - - -.-., - -- - 1.11'1- ...:,, 1:11.1,.,,_ .�.., ,,....:.._ , _- - ..__:_<. ,.: .,;�: ..I-,:._,,......,. 1111 .111.1:- '_.._.___ -..._.. ...�.._._,. . rIIIII'I,IIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII 1111111 11711111 tfllmll 11 111 lrllTlq��Illllll lllllllllllllnllll1l IIIIIIIIIIIIII II IIIIIIIIIIIIIIIIII'IIIIIII�IIII II III IIi,1111111 II II,IIITI 4wl 1 2 3 4 5 6 7 6 a 0 I I 12 WTE: IF rH IS NIOROFIIAEO DRANING 15 LE65 CLEAR THAN TNI,NOTIDE,IT 15 DUE TO TIE QUALITY OF TIE ORIGINAL I GR.uv1NG. 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POSTS TO BE PAINTED WHITE WITH FACE OF CURB 6 /5 LD.PLASTIC EWwupLI LLGI+I PORTION IN GROUND TREATED / PIPEWCDUPLNG p FIXTURE STREET TW / errJARe TLpaz r_'= _ I CROSS-SECTION R AhMANVJFACTUR=D - TYPICAL STREET 8f UNION METAL lLMFAN'Y en TER OR APPROJED Fa.'AL; 3O FCOT NHQtil ROAD 1` 1 R G�(C. I 1 =10' R _ '-__�I -_ 1VE '=2'VERT.. I4'eaL1AZECOW-Ram riNllrFvan3L -� SIDEWALK RAMP -' PAp CA6T INI7ELLAL AND COYSIZ _ Ah_Clcv F cLn>WTTLI GALV. IWE603 51-IALL DCG 2y2"PRW BASE COURSE FWf5FIED 12JOP OF RX14 b.T10N za• 4R{,17-: .A 27,CLASS 'C" ASPHALT CONCRETE 2",CLASS `C• ASPHALT CONCRETE CURB AND GUTTER B.,CLASS "B" N ASPHALT COCRETE 3,CLASS "B" ASPHALT CONCRETE 511FK'ALv_ tR 2',3/+"-O` LEVELING ROCK e'+ 2`, 3/+`-0` LEVELING ROCK IIII 10-, II/?'O• BA5E ROCK I'/Z-O- BASE ROCK S Ll _ A0 Tory IlRE4 -- - 2 FtY3t'DW3ML=T�...R CAF"y-IN•FiAC'= IB, 4"-O"SUOQRADE STABILIZATION MTERIAL %e,8b"GRCUVb ��7p� ?Co wm 5/Bun . 4"-O"SUBGRADE 5TA81lIZATION H4TERIAL ' CIp),M AND 8(0 1'DI!>)/c-TER ANG'FUR NOTEtSUBGRADE STABILIZATION SHALL COFFER WIRE ECUT j ISD 40 SE USED TO STABILIZE SUBBASE, MW.WITH CLUBLE IF NEEDED- PLACE AS DIRECTED 3/<MINIIYo NUTS C4 RACES,) BY ENGINEER. STRENGTH FILTER FABRIC ON SUBGRADE RCZK- -� STREET STRUCTURAL SECTION TYPICAL STREET STRUCTURAL SECTION STA. 25+00 TO STA. 33+50 LIGHT POLE AND FIXTURE DATE PB DARTMOUTH EXTENSION, STREET LID NO. 40 TIGARD, OREGON SHEET ✓Ffs Si2aiBe �S�cINFF SO E Imo.. DESIGNER U OF R.A.�/!/wight CITY OF TIGARD 1engineering- n ® n v v4°Q ao egon 9Mf9 Raw 13125 S.W.HALL BLVD. 12 BI1gII9e�I'IP9C�C 503r246-a293 DRAFTSMAN STREET DETAILS FIR V' L consulting engineers BJw C TIGARD, OREGON 97223 e- LY 10' �ti �rP,,amco ono(m - - DRAWING NUMBER REVIEWER MasHlNcrorJ cou�rrr,oREcoN PHONE(503)639-4171 � •�� _TgS-6 KT NO. R,A.F=ri�!I RSV ISION DATE BY 'IP 11x 111 11r 111 I I 1 1 1 111 1 1 11111111111 I I TiTTt f.. I I I I I111141 I 111 1 I I 1 II I t I I I I I IPI P1 1 I I I�t f�1 �m mpupIllNTlgrllu Itlllll 1111111 nlllll Illlitl IIII11111/II 1111 VIII 1111 111 III 111 II IIIP11 1111 NOTE: IF TX15 MICR]F1UE0 - 1 2 `3 4 5 6 7 8 9 ry0 I I 12 I DRANDL IS LESS CLEAR THAN - THIS NOTICE,IT IS 0.TO ,pIULITY OF T E ORIGINAL DRAMIW. u. OE 62 DZ LZ 91Z S2 f'2��,��EI2� Z2 112 OZ ESI�''�D�.I-.•'LII 91��I���SI�I�,*1 EI �1_'EI ZI II 01 B B L D S b E 2��1��11^'",'+''� ' ,RIIIIIIIIIIIIIII IIIIIIIIIIIIN11111111111gi11IINIIfR11WIJ1YwYYy1RIMRIIRIIwlllllllRR 1 IIIMIItiIIyJIIIy{IfByI�IR1I�IIDDl�mi1 W BDBDIDIII MARCH _1 7-5,1990 MANHOLE FRAME 2-21 2-33/{ 0 COVER A9 MANHOLE FRAME -1/d" 23 •rTN ('LTAPER LINE TAPER LINE-J V ePECIFIED ----FINISH BRADS AND COVER AS -- /-FINISHED GRADE 11 SET FRAME ___ SPECIFIED TOP OF CURB IN MORTAR CONCRETE ORADE RINGS &STALL -- '�L" TOP OF C.S.FRAYS SET F AS RED RED TO BRING MANHOLE ME IN MORTAR ,.�.: CONCRETE GRADE RINGS.INSTALL .J ? ..,. ..�. FRAME TO DESIGN GRADE. AS REQUIRE TO BRING MANHOLE 2L 1• (4' MAIL NVONT OF RINGS FRAME TO DESIGN GRADE. .� 2'-I° MA%.HEIGHT OF RINGS-114° e 6,. ti W ti. n m a zi .''A -/ECCENTRIC PRECAST CONESECTION A-A ECCENTRIC PRECAST CONE KEYLOCK JOINT PREFORMED ✓ PLASTIC - PREFORMED KEYLDCK JOINT I -...I I HB' '} TAPER LINE GASKET SID.PRECAST MNIHOLE SECTION 4B" 120 BAMS)yz a 2'a 2'-1!/2 r �_" TOP OF C.B. FRAME PLASTIC - STEPS GASKET 2/2' 2h. Fl FINISN GRADE 12•YA% GRAVITY SEWER FRAME AND GRATE .' m L INLET PIPE -— STANDARD MANHOLE e RISER ,I G:•f a;l ... �- COMPACTED GRANULAR a STEPS B JAECTION B-B MORTAR , :o:�o:•�. �-BACKFILL UNDER PVi `I of ,DO10',O•ny MAKE SURFACE SMOOTH 3111 SLAPS s'-p' �•. a '•I%}I. •c 'jC' FORM RT To QO"-' MORTAR A' 3'-33/4 m TOP OF CURB 9A E%PANSION JOINT OF ROW 2' UNDISTURBED EARTN r ( 2'-33/y EXPANSION JOINT ' ~ • WHEN SEWER ENTERS ABOVE BOTTOM OF YX, FORM A POURED OR PRECAST S• ':. FG.LET OF GROUT OR d' , CONC.BASET ROUND ,I� • .''j '• •�C. " • �:A CONC. AS INDICATED +. 5 �� DR SQUARE AT V.P - ♦'CONLPETE 3/4 \Ytr DRAIN TILE is 1'i A -_ -- _ �p•�? eio� P.+J CONTRACTORS OPTION ® A 12•LAYER COMR°CTED DIA. •d': ( JP O fi •.:l6UBGgAOE I., -' GRAVEL .l MIN. \ tia �� a A `. STANDARD MANHOLE TYPE A ' ' -- 6"MIN. :6 TAPER 1 -_ FOR PIPES SMALLER THAN 24' ,.' UNE 12'LAYER OF 'J b , -i COMPACTED GRAVEL �_I I 1111 I 1111 11I STANDARD MANHOLE TYPE B d 3i:MINUS G"vME SECTION B OR CRISN0 ROCK NE TAPER LI FOR PIPES 24To 36SECTION A-A SECTION B-B m OVERSIZED CATCH BASIN I� CATCH BASIN PAVEMENT TAPER •4 � FF?C42AVEL � �I e z A4®12'\ COMF T&D EMBN W�4M — � WAN m RzNtJ PIGS Z J LL PIPE vcG. SUBDRAIN SYSTEM DETAIL a "Eo7DA t'k4ZIYN�D'A G I I SECTION A-A PIPE (�I LLEALILUT FRIJ,AE 'Y" ZONE y4"MINUS 21e4C.Crl'•BILCK m0 coVF-12 ''/, CRUSHED ROCK i WRN 4,44°Ar,° 8 v' PIPE �:'a ITGAL10yN1TID' - ANr 00.113.PRg1f-LT + a" BASE ANLA7RPA7AND -- d d rut(4 RxBa R7R FI7r.4rE GKWLr `PIPE 111.4 SUBGRADE STABILIZATION(AS NECESSARY) ALIJI{yT N1FJ.CIFi. AGE o.D.+I' -- UNDISTURB� DEBRIS RACK �\ SOIL 1°'PIPE TRENCH WIDTH AT TOP OF PIPE Y-4ayejrIZEE•T MINIMUM-PIPELD+18" EIEc:V TRENCH AND BACKFILL CFAW Film ./PCW END UA(dKa+'XKE -}I—I N -•'I e• sl.0 G'L SUBDRAIN SYSTEM CLEANOUT PLAN CONCRETE INLET STRUCTURE 30" STORM DRAIN DATE PRarea/as DARTMOUTH EXTENSION, STREET LID NO. 40 TIGARD, OREGON SHEET .�FgEO OFF R.6A.Wreght DESIIGANER CITY OF TIGARD of �® 340 SW 811th.61,d. OB cY,°.•",V engineering- P-,-.0,-. 13125 S.W. HALL BLVD. 503i24x93 DRAFTSMAN consuming engineers BJW TIGARD, OREGON 97223 DRAINAGE p0IwAG DETA LQ vi REVIEWER w4wNam c ,arc.oRmm PHONE(5031 639-4171 r�,���ZO ,� DRAWING NUMBER I(r No. :.:,.Eri�!aEG+.,)REVISION DATE BY 786-6 r: p I)a I)I III I)I 11 I I I I I VIII I I I 1 1 1 1 7 I — � I I I I I' I I I I I I I I I I I I�I I)I I ITT IR'Im11PPI'111Tjn�1194!IgIIIP�IlIIN1111111UIt1111pIglllplgtliplqylll�qyIIII1PI11111pIryII1P11PIH1)I1 NOTE: IF THIS MICROFIUt D 2 3 4 5 6 7 8 8 0 I I 12 DRAMIN;IS LESS CLEAR TIM ' TILS NOTICE.IT IS D.E TO TE QUALITY OF TE ORIGII R �24X ORNIIW OE 62 B2 L2 82 S2 D1I2 EZ ZZ i2 OZ.16I1-g�11i t'I 911sir 4I1 E1I�2J1 11 01 6 B L 9 S D E Z 1>•`� ,IIILudIII1LII1111�IIIIIIIIIL1111111IL1111NIIIIRIINIY I 11N{BuIM9MIn11LL111�NBIWI1DmIluDBtlIYllLBIMnIunWIl91BB1111NId I1( I,Illm I�IIIRLRIhII IIIBI,XIIBII dBIIhINI R I HILI dRdNRIIwIBDIBD - - _ MARCH 7 i,,1990 - MANHOLE FRAME B COVER AS MANHOLE FRAME SPECIFIED _ FINISH OWE B COVER AS SET FRAME ___ _-- SPECIFIED _FINISH GRADE -� IN MC RTAR CONCRETE GRADE RINGS VISTALL SET FRAME ___ ___ BUILDING SEWER PIPE,SIZE AS SPECIFED IN MORTAR CONCRETE OWE RINGS INSTALL ` AS REQUIRED TO BRING MANHOLE FRAME TD DESIGN GRADE, AS REOVRED TO BRING MANHOLE (4" MAX. MONT OF RINGS. FRAME TO DESIGN GRADE. 6"M._.2-1• 2I. (e WUL HEIGHT OF RINGS. L_ TEE FITTING d� III III PLANT FABRICATE ON SEWERS f III 'Z S IJ' Ijl IS"AND SMALLER FIELD TAP 7 .u0 ECCENTRIC PRECAST CONE ECCEMRIC PRECAST CONE OI 111 AND FABRICATE TEE FITTIMO f :LOO J •''' I\\ -- 1L- - lI ON EXISTING SEWERS AND 9 J _ NEW SEWERS URGER THAN 19 f PREFORMED NEnOCK HINT P!>EtDRNED LLL KEYLOCK JOINT IOPTIDNAL) ;\\ PLASTIC - _ \ A GASKET 4G" STD.PRECAST MANHOLE SECTION P EIC AS STD.PRECAST MANHOLE SECTION ��_ - OR LATERAL STEPS STEPS -"� PLAN 6'PROJECTION TE 6 cuvw� c r0 ve a BURFICE ALL ARWMNT IND PIPE 12"YAK GRAVITY SEWER GRAVITY SEWER Ne x° INLET PIPE INLET PIPE ec.RlxO Au uOVw '^ ZONE j '' S/4"MINUSCRUSHED ROCK WMPACTED GRANULAR _ MINIMUM SLOPE FOR ER-ONEe"RIPE•QOI FOR UTLITT P(PE MORTAR �. ma=\ �BACNFlLL UNDER PIPE 4O•°°'C' 4� BASECO NECT MANHOLE 4"PIPE•Q020.N E OCONNECTER FOP 4L ACE SMOOTH = /\:' - 0 PIPE CONNECTIONS L SPECW.CASES WITH ER,FULLBFORMGROOVED 1 ? l y APPROVAL OF ENGINEER H OF- COMPACTED GRANULAR1"/ft SLOPE /". 0 0 'p l\ INVERT TO DIRECTION "/FTBACKFILL UNDER PIPE SLOPE WY BE REDUCEDCH, NO SUBGRADE STABILIZATION OF FLOW To MOOED FOR a AND ICES 4"CRUSHED ROCK UNDISTURBED EARTH SLOPE :I• + -1 PRECAST 845E SECTION "1 QOIO FOR 4'PIPE UNDISTURBEDWHEN SEWER ENTERS ABOVE MAKE SURFACE SMOOTH B FORK - _ VARIES 2D°TO 80° 61,E SOIL BOTTOM OF MH,FORM A GROOVED INVERT TO DIRECTION 'A FILLET OF GROUT DR TRENCH OF d• :•.G,I ••• e.�, OF FLOW - 2x4 BLOCKING AT TOP OF PIPE GONG AS 1/A7I-TED e- - MINIMUM-PIPE LD+6� any n�a .v- •.. c• WHEN SEWER ENTERS ABOVE TO UNOIBTURBEO _^e- - p •-: •Aog•j BOTTOM OF MN,FORM A FILLET avz'w•. PLANT FABRICATED - �Y'q. - EARTH MAXIMUM-LSA PIPE U).+18" OF GROUT OR CONC.AS SHOWN 1/9"BEND OR VIE" BEND OR 40':WHICHEVER A $p, •` Z.•:•e a 12"LAYER COMPACTEp J 10 '0 d'J• e e�YFYN:' •C:Y.;..:a GRAVEL °C� 4 MANHOLE FRAME & COVER SUPPORT TEE WITH S GREATER BEDDING GRAVEL UNDISTURBED EARTH 12 LAYER COMPACTED GRAVEL STANDARD MANHOLE ELEVATION TRENCH AND BACKFILL STANDARD MANHOLE WITH PRECAST BASE BUILDING SEWER CONNECTION EACH A"A ISI OF TABULATED TOTAL AREA I1/a' 000 Or[1 FACE OF f 10LTS TEE PLUGGED CROSS FTE PLUG OR CAP in E.. 7CAST IRON BOX COVER - a/' •AN WITH WORD"WATER"CAST IN 3 BEND PLUGGED CROSS A2 TOP SURFACE TEE FINISHED GRADE NOTES: %\`�'�\� ';r- 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. HAND TAMP BACKFILL L' 1. KEEP CONCRETE CLEAR OF IOIXT AND ICCESSORIES. AROUND TOP SECTION-�A`opo ovee PROVIDE 1.5 FT LS FT I 3. THE PEOU,REO TXRUS7 BEARING!p S FOR SPECIAL CONNECTIONS ARE SHOWN 4 IN.THICK CONCRETE FIRE HYDRANT O/ ENCIRCLED ON THE PLANS; e.I. I$ INDICATES IS SOUApE FEET BEARING PAD IF SPECIFIED ANCA"GO 1. /, IF WOi 9-_W 99 PLANS PEDUIpED BELEING,SERB A7 FITTING SHALL BE AS 6"MIN. 6 1/4"I.D.2 I5"LONG IUD ICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST 12"MAX. CAST IRON TOP SECTION CURB OR PRESSURES)AND AL L ONABLE SOIL BEARING STRESSES) STATED IN THE CURB AND GUTTER ' SPECIAL SPECIFICATIONS. I FINISHED GRADE 5- BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECE- /\/� OENCE OVER BEARING AREAS AND BLOCKING DETAILS SWORN ON THIS STANDARD \ �� DETAIL. 6"O.D. 12 GAUGE STEEL PIPE 3'MIN., EXTENSION SECTION. BEARING AREA OF THRUST BLOCKS IN SO.FT. LENGTH AS REOU RED. 2-3/a'THRUST TEE,WlE, 90•BEND TEE \ ROOS MAY BE SUB- " VALVE BOX FITTING I PLUG OR PLUGGED PLUCCED BUTTERFLY VALVE / STTUTED FOR 512E CAP CROSS ON RUM /5•BEND 22F,"BEND II,-BEND ENDS AS SPECIFIED THRUST BLOCKS GONG,TWIST 9LDCK CONDI THRVSi 6"G I.P. I 2 BLOCIC REOUIRFD�'.::... / 1.D I./ 1.9 1.1 1.0 _ BEAPoNO AREA: D. 8 2.1 3.0 /.3 3.0 LB 1.0 5.7 T.6 S.I 2.9 2.1 5Q Pi .., IT.8 8.1 12 6.5 11.0 17.0 I1.O 6.6 7.1 I.7 ' 1/ 11.5 16.7 17.01(6.7 8.9 GEAR OPERATOR I6 IS.D 21.7 30.0 11.3 II.B I.B 1.3 cA e e o c 6.0 3.0 i A IB 19.0 27.0 ]8.017.0 11.6 1.6 7.8 �v ev n ' �• o VAPoES a oee ZO 13.5 33.3 17.0 < n MOTE: 1/ J/-0 18.0 68.0<B.0 36.2 T].B 6.8 o\\\\�\ L6"FL a Mi 1 /\ DATE VALVE ABOVE BEARING(REAS BASED DX TEST PRESSURE OF 150 p,x,1.AND AM ALLOWABLE SOIL BEARING " MAIN LINE TEE STRESS OF 1,000 POUNDS PER SQUARE FOOT. i0 COMPUTE BEARING AREAS FOR DIFFERENT TEST CONDI-LOOK MIK 4 M.FT.CRUSHED ROCK - G"SIDE OUTLET PRESSURES AXO SOIL BEARING STRESSES,USE THE FOLLOWING EQUATION: BEARING AREA=(TEST AROUND BASE FOR DRAINAGE FLANGED , PRESSURE/150)A(2000/SOIt BEARING STRESS)I(TABLE VALUE). THRUST BLOCKING DETAILS BUTTERFLY VALVE FIRE HYDRANT ASSEMBLY DATE DARTMOUTH EXTENSION, STREET LID NO. 40 TIGARD, OREGON SHEET 0 PROFfs 3/24/88 vS�01NEF J% rur BR/ R.A.Wright °RAW R CITY OF TIGARD TIO OF �( 1340 SW Ba h,SIVG SANITARY SEWER AND 11 12 U PAtlIanE OreOon 97219 engineering_ �"2a6.a293 DRAFTSMAN 13125 S.W. HALL BLVD. t o AY A consulting engineers BJ W crrf TIGARD TIGARD, OREGON 97223 WATER SYSTEM DETAILSDRAWING NUMBER 6FRFA WR\�W\ REVIEWER WASHINGTON COMM.OREGON PHONE(503)639-4171 KT ND.:.f..'::: ED;.,IDGREVISION DATE BY 786-6 p I IT III 111 1 1 1 1 1 1 1101.111111111111111 11111 1 I Tm I r I - _ f �" T-.. - _._ - ...T., _"•,"J"•"- ---- ---. i f' I I I 1 1 1 1 1 LI r I 1,'�l r ImINIIlI1111TI11 rI111I111IN 1111111 IIIA 11111III111111111111(1111IIP11111111111111111,1111111111111111 1111111111I1111q NOTE. IF T1IS Ia1CROFLLNED 1 2 3 4 5 6 7 8 9 0 11 12 I ­IW IS LESS CLEAR THAN ' THIS NOTICE.IT IS DOE TO THE WALITY OF THE ORIGINAL .2 4 X DPAJItNG. OE 82- 92 L2 92 L2 bI2,E'2 Z2 112 02 1�6'1 �0I...1.LII 9I11"II���1 Bit EI , III I I OI B B L 9 S I, E 2 1•W�•• IIIII11111111�III1111111111111111�IIIIIIIIIIIII111N11NIIIpNNN1YYNp1I11T111WI1It41111I11D111tlMLWIIpIL'D4Bp)WlIWW11tlDBtltlOWDd�tl111I11liBBIMNillllllI luI INRIIBIIIII 111 11111 IGNIIIIII I q..I IIIIt111 N111111NIIIt111 udimU6IIIII A b _ MARCH 1 7 ;,1.09.0. 3-0 3'0'• 12"WHITE LINE 7- 2'-3" 2 0 0 �., /O NI 0, WHITE LINES 'f*YELLOW I LINES ,8*'WHITE LINE L 2'-6'. • 6'-0" i't P MARKING PAVEMENT MARKING PAVEMENT MARKING PAVEMENT "ONLY" PAVEMENT MARKING CROSSWALK STRIPING STOP BAR STRIPING "LEFT TURN" ARROW "THRU" ARROW "RIGHT TURN" ARROW 5. FACE OF CURB .4, 4"YELLOW LINES FACE OF CURB CENTER LANE MARKING PLAN A A -A REFLECTOR FACE NON-REFLECTIVE REFLECTIVE BUTTON POLYESTER BUTTON SECTION A-A SECTION B-B LANE MARKERS DATE 3124188 DARTMOUTH EXTENSION, STREET LID NO. 40 TIGARD, OREGON SHEET r.0lr 1 R.A.Wright DESIGNER CITY OF TIGARD t, OF OF 134 SW B11th.Bit- —3—AW 9 engineering- P"I""120'�*4%1293 DRAFTSMAN 13125 S.W.HALL BLVD. TRAFFIC CONTROL DETAILS 12 12 consulting engineers BJW TIGARD, OREGON 97223 ;AL- ARD IN -4171 DRAWING NUMBER vi REVIEWER WASH104GRON OOUNTY.OREGON PHONE(503)639 KT C - R.A. E-.,"4�EVISION V7 No. R 780-6 DATE 11111 j1plypplyl.1,1.11111111 111111111 IfIllf"TIVP IfIllill Ill III ITl 111IIll1111111,1.IfIrIll 11 IIIIIpJ I IIIIJI 1.,11111111)[Jill I I I ill 111111,1, II I II II I I NOTE: IF THIS MICROFII.HED - 1 2 3 4 5 6 7 9 0 11 12 —ING IS LESS CLEAR TH. THIS NOTICE.IT is—TO THE QUALITY OF TE ORIGINAL Of 62 Li w el al 11 01 ez 12 92 Gz 101Z z zz lz 02 Ill el 91 S�i z 9 S r a I- 1. 1..!j t.laal 4"Illi I i II h'IIIU'.1'.mwwIIIi 24X MARCH 7. ':1,1990 �4�11�88 A16F�IIapr*'9 AKTMnLL-Tn s L 141 1 rN N}► NIN NIN NIN NIN NrN +� N+N III Nri NII N+N 111 r t N i ;f` I t J._ >1T'7 mem 1 I (r R �N �ININ+r NIN N N�f � + [r lei �jN NDN NIN tI.NININ Ni N�NININ�N7�N�rtNININININNNININtNIN�NININ ,. NOTE: IF THIS MICROFILMED ,j - _ _ .l. Z_ S 4 5 - 6.. - 7 8 9 0 11 _ -. .-! I DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO TFE QUALITY OF TFE ORIGINAL16 x DRAWING. - r z sz sz oz ez zziz oz 9 s b e z wl�wlui os sz Iz ' �nuimNlrNntt �nN ualuulunluu+ MARCID +i 1 ---� . _� 7 1 , 1999 I9Y _._. lit , r ® i r }T 1 - 5 ■ Ln a. cc: e - ® "mum ® >< UJ Lu „ v N _ plq,pingn,ln���lq,lgn��lgnrlqipl'In�piq�1*�nr�mimingq'�ilgngnqn'�nqrl�puln lg9gqqqiul n,pulggn,l,Ign�pupl�nyn,plgw'In�plq�ul�u ._-._� -_.-,..-..-_.�__. _:_.....-:. a a 6 8 v e o o u iz 32X i �owur.or+�s Ku owns. od ax oz '_oz r a sa z Ez u--rx--oi -sl a si ci ♦i cl al u m s s o s ♦ c a - MARCH 17. 1990 MEMORANDUM CI'"Y OF TIGARD,"OREGON September 18, 1987 F TO: Honorable Mayor and Council s y FROM: Randall R. Wooley, City Engineer SUBJECT: Dartmouth Street LID a t , On August 10, 1987, the City Council held a public hearing on the Dartmouth Street Local Improvement District. At; that hearing, attorneys representing the Martin family provided oral testimony and ••-two volumes of written. testimony. This memo is in response to engineering issues raised in the Martins' testimony. History In 1983, the City adopted a comprehensive plan which included a transportation map. The transportation map calls for a street connection between the Haines £ interchange of Interstate 5 and Pacific Highway (99W) near 76th Avenue. In 1984, the Dartmouth LID was created for the purpose of constructing the street connection in accordance with the Comprehensive Plana In 1985, a traffic engineering study was commissioned by the Martins. That study raised questions about the adequacy of the -City's Comprehensive Plan Transportation Map. As a result, the Oregon Department of Transportation (ODOT) requested that the City provide additional traffic engineering analysis to show that the comprehensive plan transportation map provided adequate internal circulation within the Tigard Triangle and that the resulting traffic would not overload the adjoining State highways. a In late 1985, the- City retained Associated Transportation Engineering and Planning, Inc. (ATEP) to prepare the traffic engineering report as requested t by ODOT. The ATEP study was closely coordinated with ODOT. ODOT and the Metropolitan Service District provided regional transportation and traffic analysis which were adopted into the ATEP report. In addition, the. Martins and their traffic engineer provided a great deal of input regarding various assumptions used in preparing the ATEP report; this data was considered by ATEP and ODOT. The ATEP report concludes that the existing comprehensive plan does provide a . street system adequate to accommodate the traffic volumes which we can expect from, development of the Triangle in accordance with the: comprehensive plan. The report does, however, recommend that an additional roadway access to the Triangle be created. The report recommends that determination of the appropriate route for this additional access be coordinated with studies being conducted by 000T regarding interchange improvements on Highway 217. Page 1 F We haus been coordinating with ODOT to implement the study of additional access to the Triangle. Our discussions with e ctDOT have indicated that ODOT f does not oppose the proposed Dartmouth LID proj .TEPA t ; The primary purpose of the ATEP report was to identify roadway improvements which will be required within the Tigard Triangle as development occurs. The report defines the ultimate_�o�Qnway���drepp�td"identif a intersection opossibleements staging which o will be required. In adds improvements, assuming that development will occur over a number of years. In targeting dates for the interim improvements, the ATEP report assumes-that develapment ' within the Triangle will occur at the rates projected by the Metropolitan Service District. t ement needs, we are able to plan for the Having identified the ultimate improv ultimate development and to provide the necessary improvements and ed right-of-way as development occurs.is °es no widths. e As developmentaoccursnt an that all rodwaysewe. to be immediately developed to te, ul ' preserve the necessary rights-of-way so" that would expect to obtain and E additional pavement widths fl n volumesinterse Thenadditionaltioe improveme is willbet warranted by increased traf velopers and i den part by the City systems development � provided in part by charges paid as development occurs. This approach to staged development is used throughout the City. or the If development occurs rapadly in provided theTriangle, and lthe improvements would fbe made i improvements would also be pro within the'next few years. On the other hand, should development occur at a ! ' slower rate, then improvements' would be deferred until actually required by resultingdevelopment. In this way, improvements are matched to actual need i and the City is not burdened with the maintenance of unneeded roadway improvements. ns and The Martins and their consultants have questioned many of the assuany of the { the details of the technical analysis of the ATEP rep ort• Many questions relate to the rate of development.. There is no way to k now for � certain the rate at which development will occur nor the densities of development which will actually occur. Development is subject to he timing of beyond our control, primarily economic factors. In my opinion, development is not critical as long as we have a system in place to provide the additional traffic capacity as development occurs. It appears to me that f the comprehensive plan, along with our site development review proce.gs, does . facilities. The ATEP report provides the data provide for the required necessary to anticipate the facilities needed at various points of development and to reserve , the necessary rights-of-way for future roadway improvements. Therefore, I am not concerned that there are differences among the various egarding their assumptions as to the timing traffic engineering professionals ri of development within the Tigard Triangle. the consultants and density ofsfuture raised development assumedl The Martins and their by the rates of traffic generation ATEP report. Most of these questions have been raised earlier and were discussed in detail with ATEP and ODOT during the preparation of the ATEP , report. During preparation of the ATEP report, I reviewed the material Page 2 tl i } i submitted by the Martins and their consultants., From my review, I concluded that, were we to revise the ATEP report to incorporate all of the assumptions suggested by the Martins, that the conclusions as to the facilities ultimately # needed in the Triangle would not change significantly; i.e. , toiat the numbers of traffic lanes required on the various roadways and the locations of signalized intersections would not.change.; In the materials submitted, there is considerable -'discussion of buildout conditions. ATEP assumed that buildout of the Triangle, (i.e., full development) will not mean that all properties within the Triangle are redeveloped to their maximum allowed density. This is a reasonable assumption. Some of the properties within the Triangle area are already developed and redevelopment of these properties is unlikely for many years. Also, many developers choose to "develop theirland at less than the maximum density; some developers find that additional parking areas or additional better than development -of the land to its landscaping suits their needs maximum density. Therefore, I conclude that the existing comprehensive plan is an adequate_ traffic plan for the Tigard_ Triangle when combined with the implementation recommendations of the ATEP report. Comprehensive Plan Change The Martins have suggested an alternative roadway alignment different from the patterns shown in the comprehensive plana To implement the plan suggested by r the Martins would require a change in the City's comprehensive plan. To date, the Martins have not formally requested a comprehensive plan change nor have we heard.any request for a comprehensive plan change from any other parties. The Martins are suggesting that a route as needed in the Triangle to carry217. Existing regional through traffic between Interstate 5 and Highway 1. nvision such a route. Instead,, the regional transportation planning does not e plans endeavor to keep through traffic on the major regional highways so that City streets can be used to serve the traffic of the local area. I can find no reason why. Tigard's comprehensive plan should be revised to provide a route for regional traffic through the Tigard Triangle. After ODOT studies are completed on the possible revisions to Highway 217 interchange access, the City may wish to initiate comprehensive plan map changes to reflect the recommendations coming from the ODOT studies. In my opinion, construction of the proposed Dartmouth Street project does not in any way prevent the City from later revising its comprehensive plan, if necessary, to accommodate a revised or additional access point to Highway 217. The proposed Dartmouth Street LID is consistent with Tigard's comprehensive plan and I can find no justification for delaying the construction of this roadway as proposed. Points of Agreement As documented in the written material submitted by the Martins (Exhibits 30, i. 31, and 32) there are some important points of general agreement among the engineering parties involved. We all agree that the Haines interchange an Interstate 5 is a logical connection to the Triangle. And we all agree that Page 3 it is appropriate that a new access be constructed at Highway ,99W opposite 78th Avenue. `Thus, we agree that the access points which would be provided by the Dartmouth project are logical and appropriate access points for the long term development of the Triangle. We also agree that the City and ODOT should jointly participate in the planning for south access to the,Triangle in conjunction with current studies by ODOT of Highway 217 interchanges. As previously stated, I do not feel that construction of Dartmouth Street needs to await the completion of these studies. The alignment of Dartmouth Street as proposed can accommodate potential revisions to the south Triangle access without major "revisions to Dartmouth Street. South Access Study ODOT is currently beginning a study of future interchange revisions along Highway 217 from Highway 99W to Interstate 5. As part ;of this study work, ODOT will be looking at potential revisions to the 72nd Avenue interchange and at potential revisions to the Highway 217 access to the Tigard Triangle. The_ review of revised interchange "plans will necessitate 'review also of the such as Hunziker Street, 72nd Avenue, and impacts on existing City streets Hampton Street' The City will be involved in these ODOT studies :both formally and informally. On an informal basis, the City has a good working relationship with ODOT in traffic;planning for our area. On a formal basis, the City will be involved in the ODOT studies through a technical advisory committee to be established by ODOT and through the public hearing process which ODOT will conduct-before adopting the plan for the Highway 217 interchange improvements. We have discussed with OODT the need to coordinate their study with City review of a possible additional access point to the Tigard Triangle from the south. ODOT has indicated a strong willingness to'work with the City on these studies. The City has budgeted funds . for additional traffic engineering analysis of south Triangle access if needed. Depending on the alternatives developed during the ODOT study, the questions of south access to the Triangle may be resolved by the ODOT study. If not, the City could request that ODOT or its consultants provide the additional work necessary to complete .planning for south access to the Tigard Triangle. Or, if appropriate, the City could commission a separate study to supplement the ODOT work. The best way for the City to participate will be determined during the course of the ODOT study. City staff has been and will continue to be in frequent communication with the ODOT staff to assure that planning needs for the Tigard Triangle are..closely coordinated with the ODOT planning. Ynterim Ymprovements Versus Ultimate Development The Dartmouth LID proposes to build a three—lane roadway along with drainage and utility improvements to allow development of the adjoining properties. The ATEP study suggests that, at ultimate development, a wider roadway will be required with additional intersection improvements. As previously discussed, the additional right—of-way and funding for additional improvements will be provided as development occurs along Dartmouth Street. The timing of the additional improvements will be coordinated with the 'timing of property development. This staging of development is not unusual and provides a way page 4 for utilizing our existing funding sources to best provide for roadway needs as they occur. ODOT Permit The City will need to obtain approval from ODOT for construction of the Dartmouth Street access to Highway 99W. Our discussions with 00DT indicate that the ATEP_ study has provided sufficient data to allow an access permit to be issued. In conjunction with the permit, ODOT may require an agreement with the City to assure completion of planning for additional access to the 'Triangle and that future additional intersection improvements will be undertaken by the City as development occurs. Since this coordination is in the best interests of both ODOT and the City, ; I foresee no .problems in developing a >mutually acceptable agreement. Such an agreement is currently being .drafted by the ODOT staff and should be available for Council review soon. Coordination of Roadway Design and Site Development The Martins have suggested that roadway design should not be finalized until design is completed for development of all adjoining properties. While such coordination might be nice, it does not appear to be a_practical procedure. It would require that all property owners bepreparedto develop at the same time and it would require that all property owners' plans be fully coordinated and `that all property owners be in full agreement as to the details of development within the area. Such a procedure would be very unusual. Typically, property developer's plans are very` closely coordinated with economic and market factors. As a result, developers frequently revise their plans, sometimes even after construction has begun. Developers are reluctant to begin detailed planning until they are assured that roadway access` and Utilities ` will be provided to their site. Therefore, in the typical situation, the roadway is already in place before development occurs. The Dartmouth Street improvement will be designed to adequately provide access for future development along the roadway. However, the grades of the roadway . are largely determined by the need to match the grades of existing roadways, especially Highway 99W, 72nd Avenue, and the Interstate 5 .interchange access. Martin Conclusions The written testimony submitted on behalf of the Martins included "Conclusions" on pages 4 — 0 of Volume I. In response, I have the following observations: 1, 2, and 3 — South Access. The studies have recommended that we plan for an additional access to the Tigard Triangle. As previously discussed, the City is prepared to work with ODOT in planning for possible additional south access to' the Tigard Triangle. Location and funding for a new south access route, if appropriate, will be determined as a result of those studies. 4 — Development Density Restrictions. Considerable additional development can occur Within the Triangle before an additional access route is required. . ODOT has retained a consultant to proceed with the south access studies and the City has budgeted monies to participate in those studies as necessary. There Page 5 is no reason to believe at this time that Triangle development will occur so rapidly as to require the additional access route before the studies can -be completed. Therefore, the suggestion that tho City legislate limitations on t development density seems premature. 5.1. Connection to Nighway 217. The Martins are promoting a roadway for through traffic between I-5 and Highway 217. Such a roadway is not consistent with the Tigard comprehensive plan nor with the Regional Transportation Plan. As previously discussed, I feel that it is not appropriate for the City to plan for nor to encourage through traffic between interstate 5 and 217 to utilize City streets. 5.2 -Built-In flbsolesence. As previously discussed, additional traffic lanes will be provided as development occurs. Through the site development review process, the City can acquire and 'preserve most of the needed right-of-way as development occurs. 5.3 Grades. As previously discussed, the roadway grades are largely determined by the need to match grades of existing roadways. However, the need to establish the roadway grade at an elevation that best affords an opportunity for access to adjoining sites is one of the engineering design elements that is being incorporated in the roadway design. This is a very common aspect of civil engineering design. 5.4 - preserve Riaht-of-Way'- to HiStrwav 217. The property between the proposed Dartmouth Street and Highway ,217 and west of 72nd Avenue is_largely controlled by the Martin family.' They are in as good a position to preserve future. roadway corridors;as the City would be. 5.5 - Contrast With Washington Square. Simply counting the number of traffic lanes exiting an area does not telt us the traffic capacity of those exits. The capacity of a traffic lane is dependent on the type of intersection control and signal 'timing. Traffic-signal timing is based on a number of factors, including the numbers of lanes and the volumes .of traffic on .the cross streets. Since the future new access route to the Triangle has not yet been determined, we cannot determine how many traffic lanes it will provide. In addition, it is not valid to compare Washington Square directly with the Tigard Triangle. Development within Washington Square is almost entirely retail commercial, whereas the expected development of the Tigard Triangle would be a mixture of uses, including retail commercial, offices, residential, and other uses. As a result, a Greater percentage of trips generated within the Triangle may remain within the Triangle. Also, as suggested by the ATEP , study, there may be other ways to reduce peak hour traffic .in the Triangle, such as working with employers to vary working hours, providing carpooling for large employers, and similar demand management techniques. 6 - Traffic Engineering Assumations. As previously discussed, based on my review, the alternative assumptions suggested by the Martins would not significantly revise the ATEP conclusions regarding the roadway facilities needed for the Triangle and at ultimate development. 7 Legal Considerations. Legal questions will be addressed by the City Attorney. Page 6 Recommendations ' After having "reviewed the comments and objections put forth by the Martins over the past several months, I can find no engineering justification for delayingconstruction of the Dartmouth Street project. Therefore, I recommend . that the Council proceed with the Dartmouth Street LID project as originally proposed in 1984. a' br/0889D Y' n F" 6 Pae 7 DUNN, CARNEY, ALLEN, HIGGINS & TONGUE ' JENNIFER L.PALMOUIST' i ROBERT R.CARNEY ,ATTORNEYS AT LAW W,RANDOLPH MILLER ROBERT L ALLEN 631 S.W.SIXTH AVENUE,SUITE 1500 JOHN C.CAHALAN JOHN J.HIGGINSRUSSELL.R.KILKENNY THOMAS H.TONGUE PACIFIC FIRST FEDERAL RAL BUILDING TELECOPIER 13031 224.7724 HELLS RODE - 'FORGE J.COOPER,III MARSHA.MURRAY-LUSBV I �- .HARLES D.RUTTAN PORTLAND, OREGON 97204. DONALD E.TEMPLETON* 11 ROBERT K.WINGER ,"' .DOUGLAS V.VAN DYK ' TELEPHONE(503)224-6440 -- --I ; G KENNETH SHIROISHI' SALLY R.LEISURE GIL13ERT E.PARKER,JR. CENTRAL OREGON OFFICE 1 n SHANNON 1.SKOPIL• JOAN o•NE1LL,Pc' .. 11-I II '•jf, JEFFREY F.NUDELMAN ROBERT E HASH. 709 N.W.WALL STREET.SUITE 103 tj JONATHAN A.BENNETT It BEND..OREGON 97701 MARK A.PRATER' ANDREW S.CRAIG STEVEN D,HALLocK• BRADLEY O.BAKER TELEPHONE(503)382-9241 JACK D.HOFFMAN AARON J.BELL MICHAELJ.FRANCIS WILLIAM H.MORRISON j. November 4, 1987 (1897,1883) f` RALPH R.DAILEY {. "JACK H-DUNN 11902-19741 !(! JAMES G.SMITH (. NATHAN L COHEN OF COUNSEL 'ADMITTED IN OREGON :AND WASHINGTON "RESIDENT PARTNER. I` BEND OFFICE { - HAND DELIVERED TO F �MUNCIL PRESIDENT Honorable Tom Brian Ms. Valerie Johnson Mayor, City of Tigard 12265 S.W. Walnut :, Tigard, Oregon 97233 Tigard, Oregon 97223 ' Mr. Gerald R,' Edwards Mr. John Schwartz Council President 15900 S.W. 76th ; 10390 S.W. Meadow Tigard, Oregon 97224 4 1 Tigard, Oregon 97223 " .,.> Ms. Carolyn Eadon 11825 S.W. Wildwood Court Tigard, Oregon 97224 RE: Dartmouth LID Subject: ODOT Agreement (9/23/87) and Wooley Memorandum (9/18/87) Dear Mayor and Council Members: On September 28, 1987, we advised that Mr: Wooley's Memorandum dated September 18, 1987 is inconsistent with ODOT's findings as evidenced by ODOT's draft Agreement language. On October 2, 1987, we received a copy of the proposed ODOT � agreement entitled "Cooperative Improvement Agreement Traffic Signal Project," revised 9/23/87. It provides in pertinent part: "CITY OBLIGATIONS. "1• .The. existing ;access system for the Tigard Triangle supplemented by street improvements covered under the Dartmouth LID can adequately serve the existing development and a degree of expansion. November 4, 1987 Page 2 ' R "The' City 'shall complete a Transportation Plan for the Tigard Triangle which will identify major roadway and lane requirements to adequately serve buildout development of the Triangle. This Transportation Plan shall be based upon the current ` Land Use Pian. The Transportation Plan shall be • adopted by the City on or before September 1988. fi "Until additional access 1s built, the City will be required .to limit development, to that_which can be served by the existing system supplemented by Dartmouth. The criteria for measuring development * -impact will be traffic volumes on several streets ; measured along a north screenline and a southeast screenline. The north screenline will be just south of 99W and includes 69th Avenue, 72nd Avenue, Dartmouth Street, and 78th Avenue. The southeast screenline will be the Haines Road structure over 1-5, the southbound 1-5 on-ramp from Haines Road and 72nd Avenue just north of the 217 interchange. The City will be required ;to monitor the volumes at these sites annually. When the sum of the outbound , PM peak hour volumes along either screenline _ �4 reaches 90 percent of the calculated available capacity of the existing system plus Dartmouth, additional development will not be allowed until the i additional access identified in the City's study has been constructed. The- 90 percent of calculated capacity will be 2,000 vehicles along the ;north screenline and 2,400 vehicles 'along the southeast screenline." ODOT `Agreement,. pp 2-3• j r dibility of the traffic data developed r The foregoing evidences the cre by the Martins' consultants and, unfortunately, confirms that Mr. Wooley ` has not been open to receiving traffic data from private sources. It is our position that developing accurate traffic data is imperative if the Council is to plan effectively (and equitably) the development of the Triangle. Following are excerpts from Mr. Wooley's report, contrasted to ODOT's position, and our conclusion. ATEP REPORT; TRAFFIC PLAN; COMPREHENSIVE PLAN CHANGE. Wooley: ". I conclude that the existing compre- hensive pian is an adequate traffic plan for the Tigard Triangle when combined with the Implementation recommendations of the ATEP report." Wooley Memorandum, pg 3. s ; NMI t November 4, 1987 Page 3 ODOT: "The City shall complete a Transportation Plan for the Tigard Triangle which will identify major roadway and lane requirements to adequately _serve buildout development of the Triangle. This Transportation Plan shall be based upon` the current Land Use Plan. The Transportation Plan shall be adopted by the City on or, _before September 1988." ODOT Agreement, pg 2. Conclusion: The existing Tigard Triangle traffic- plan is inadequate. Mr. Wooley states that South Access does not show on any regional traffic plan. Wooley Memorandum, pg 3. He is correct. ODOT requires-a new plan, and if the Triangle is to develop to capacity, the plan should include 11additional access" (South Access). This will provide the Triangle commercial traffic an alternative to local residential streets for movement through the Triangle. Compare Wooley Memorandum, pg. 3. If the. City wishes the Martins ,to initiate comprehensive plan changes (Wooley Memorandum, pg 3.), they will do so; however, . I` submit that the burden and cost of such legislative action is properly with the City. If the City does not concur, please so advise by November 30, 1987. DEVELOPMENT DENSITY RESTRICTIONS. Wooley: "Considerable additional development can occur within the Triangle before am additional access route is required." Wooley Memorandum, pg 5. ODOT: "The existing access system for the Tigard Triangle supplemented by street improvements covered under the Dartmouth LID can adequately serve the existing development and a degree of expansion. (Emphasis added.) ME "Until additional access is built, the City will be required to limit development to that which can be served by the existing system supple- mented by Dartmouth." ODOT Agreement, pg 2• 1 November 4,-1987 Page 4 Conclusion' How does the City intend tole,limiThevSt pte ehas equitably within the Trian es property said that once 60-78* acres Tread, "additional have been commerically develop development will not be "allowed until the additional access identified in the City's study 1 has been constructed." (Emphasis added) a ODOT greement, p9 3. Currently the City does not know whether the Triangle is feasible. additional access. for if. the LID proceeds, the 60-78 acres is developed and no additional access is I constructed, then an equitable distribution of i development rights within the Triangle is forever precluded. Once the potential impacts j of the id bby all LID eonT anglepment are property I; understood Y ; owners, it is questionable that public opinion will support continuing with this LID project. By tabling the LID the City will have the opportunity to replan the Triangle if road capacity limitations dictate such action. i RIGHT OF WAY. I "The property between the proposed Dartmouth Wooley: s Street and Highway 217 and west Martin Avenue is largely controlled by position in i family. They are in as good a to 1. preserve future roadway corridors as the City would be," Wooley Memorandum, pg 6 ODOT: No comment. Conclusion: Mr. Wooley is incorrect. See attached ma at Additionally, the City witits the development that occurred, wit the approval, in the general proposed additional access intersection with Highway 217. * sion of the ODOT The acreage numbers represenbtased on the1985 traffic model - trip limitations for the Triangle The latter (60 acres) and the Equilibrium model (78' acres). figure was calculated by ODOT. f iii!ili!ii�ii�� EARN t ' f November 4, 1987 y Page 5 s f i � F FUTURE DEVELOPMENT. Wooley: No comment on the - limitations of the road `s network servicing the entire Triangle or the i fact that the ATEP report significantly underestimates the impact of Triangle buildout on `the road network servicing the Triangle. I ' ODOT All development must stop once 112,000 outbound r trips are generated along the north screenline or 2,400 along the south screenline," e.g., once 60 to 78 acres of new office and retail i development occurs, development must stop until "additional access out of the Triangle is built." ODOT Agreement, pg 3• i Conclusion: ODOT has determined that the existing road networkwithin the Triangle doesn't work at full buildout. In fact, only 25 to 33 percent of the l existing zoned office and retail land (approxi- mately 235 acres, of which 176 acres is outside the boundaries of the LID) can be developed prior to "additional access" being actually built. l SOUTH ACCESS. Wooley: "The City has budgeted funds for additional l traffic engineering analysis of south Triangle access if needed." Wooley Memorandum, pg 4. : ODOT: "Until additional access is built, the City will be required to limit davelopment." ODOT Agreement, pg 2. Conclusion: If the City wishes to see the Triangle built out as currently zoned, it must immediately become engaged in active analysis of the access ' alternatives. Additionally, any South Access development will be extremely complex and expensive. If the City does not act promptly, there is a significant chance that 25 to 33 percent buildout of available land, at current zoning, will be final buildout. The City must actively work with the State to develop the South Access. Although there have been some discussions between City and State, the City has not. submitted options for the State to examine. If options are presented .formally I : l November 4, 1987 Page 6 and in a timely manner, the State may be able to tie -their 217/1-5 study into questions involving Triangle access. SUMMARY The Dartmouth LID should be abandoned. The traffic plan required by ODOT must be completed and financing secured to complete the additional`access prior to construction of DartmouthStreet. ADDITIONAL COMMENTS ASSESSMENTS: am sure the Council is aware that the Martins' property is their family homestead,' not property purchased on speculation for the purpose of resale and development by third parties; therefore, they are acutely concerned about being, assessed for a "benefit" they may never receive. We have been advised by the City Attorney that the City will probably not assess any property"owners until the road is `built and the actual LID costs are known. It is probable that by the time of assessment the viability of additional access for. the Triangle will be known. If such access is not viable, the Martins and other LID property owners probably will not receive any benefit from the LID' before the State shuts down development< within the 'Triangle, thus requiring much of the construction costs`of the LID to be borne by the City. The City originally proposed to assess only a few property owners for the entire cost of the LID (today we have no information as to what the construction cost will be for the LID); however, the evidence is that a substantial amount (approximately 44%) of the projected Dartmouth traffic-will be through traffic. Therefore, it seems that the City should absorb a substantial portion of the cost of the LID, even if all the affected property owners "benefit" to one degree or another from the LID. Very truly yours, Charles D. Ruttan CDR:Imm cc: Mr. Gordon R. Martin Mr. Gordon S. Martin Mr. Tim Ramis Mr. Rick Kuehn Mr.. Tom Schwabe ........t 23 al aO RANDALL I I .'SW DWALL STREET i . r = TW N•1 - -- ,•,� WILLIAMS � s a LIMIT OLID • .LANE � r' : -•. "" OWNERSHIP BOUNDARY or '... � •CHRISTEN GRUNBAUM ' ,WILLIAMSI ®_ w _ 23-81 MARTIN Z 1 7. REUKELL CROW CO. > .a K • *T7-rr� HEIR Y050,w WAY NEZrr i MAYFLOWER HARTI�; >,H ' ';a< M., °„ s o 23-81 ROA f .% . r 23-74 KLOKKE LOSI'P H.G.14.� SCHOOL -" CORP COMPANY!I � ; • ... tl . ♦'. ,�" 23-81 iv- HERING '�f f` i i CITY OF TIGARD, OREGON ORDINANCE NO. 84-12 ` AN ORDINANCE CONFIRMING AND RATIFYING THE RESOLUTION OF THE CITY COUNCIL OF FEBRUARY 27, 1984,- WITH RESPECT TO THE BOUNDARIES OF THE ,DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT (LID #40) ESTABLISHING THE DISTRICT; APPROVING, RATIFYING AND ADOPTING PLANS, SPECIFICATIONS AND ESTIMATES FOR CONSTRUCTION OF STREET IMPROVEMENTS; DECLARING RESULTS OF THE HEARING HELD WITH RESPECT TO THE IMPROVEMENT; AND DETERMINING THE BENEFITED PROPERTIES TO BE ASSESSED. WHEREAS, Resolution No. 84-14 was passed by the City Council of the City [ of Tigard at its regular meeting. of February 27, '1984; which described the boundaries of a proposed street improvement assessment district, and which } declared the Council's intention to construct a street, including curb, sidewalk, streetlights, traffic signal, storm sewer, waterline, sanitary sewer and appurtenances thereto, and to assess the costs for the inprovements against the property within the boundaries- which have been foundto be specially benefited; and s WHEREAS, -pursuant to the resolution, legal notice of the hearing scheduled i for March 12, 1984 was given by publication in the -Tigard Times for consecutive publishings on March l and 8, 1984, prior to the hearing; and WHEREAS, by the terms of the resolution a hearing was held in Fowler Junior 'High School at 10865 S.W.'Walnut Street in Tigard, Oregon on March 12, 1984, at 7:30 p.m. and was continued ,to March 26,' 1984 at 7:30 p.m.- for the purpose of affording an opportunity to any parties effected by the proposal to make objections or remonstrances to the proposed improvements. The plans and specifications for the improvement and estimates of the work to be done and the probable costs of the improvement together with the percentage of the total cost of the improvement which each lotshouldpay were available to the public at the meeting and prior to the meeting; and WHEREAS, by the terms of the resolution and published notice, written objections or remonstrances from not less than 66 2/3% of the owners of property within the boundaries of the area were invited as provided by TMC 13.04.050, and all objections and remonstrances presented prior to the hearing and at the hearing represent less than 66 2/3% of the owners of the property in the area within the improvement assessment district and that the percentage of remonstrances is not a ban to further proceedings in the making of the improvements; and WHEREAS, all proceedings to date have been in conformity with State Statute, the Tigard Charter, Chapter IX, 438, and Tigard Municipal Code, Title 13, and all procedures were regularly and lawfully conducted. NOW, THEREFORE, THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1: Resolution No. 84-14, adopted by the City Council on February 27, 1984, and attached and marked as Exhibit "A" shall be adopted as a part of this ordinance subject to the amendments ,set forth in Section 5 of this ordinance. The amendments are a result .of the public hearing proceedings; and the amended resolution is hereby approved,' ratified, and confirmed, and the boundaries. of the area known as DARTMOUTH IMPROVEMENT DISTRICT as described in the resolution, are declared and fixed in _ accordance with the description. Section 2: The City Council havingacquired jurisdiction to order the a improvement to be made, does hereby authorize the formation of t the local improvement district and directs the Finance Director to prepare the Preliminary Assessment Roll. ,' 4 Section 3: The City Council further authorizes the acquisition of land as provided by State law and the Tigard Municipal Code and the construction of a street improvement within the boundaries of the DARTMOUTH IMPROVEMENT DISTRICT in conformity in all reasonable particulars with the plans and specifications adopted as p <.t of Resolution No. 84-14 and hereby ratified and adopted by this ordinance. Section 4: The estimated costs and expenses of the "improvement assessed l against the 'specially benefited properties is $1,995,700.00. ,The i estimated cost includes the cost of construction and installation f of the improvements; advertising, legal, administrative, survey, engineering, - notice, supervision, materials, labor, contracts, { equipment, inspections and assessment costs; financing costs including interest charges; the costs of necessary property, right-of-way or easement acquisition and condemnation proceedings; attorney's fees and any other necessary expenses. Section 5: All lands situated within the boundaries described on the attached Exhibit "A" are determined and declared to be a'street improvement assessment district, and it is further declared that each lot, part of lot and parcel of land within said boundaries t will be especially benefited by said improvements, and that the estimated cost is $1,995,700.00 for the improvements .including land acquisition costs, the assessable cost are ,estimated to be $1,995.700.00 which shall be assessed in full, according, to benefit , against all lands ' within said improvement district. Benefit for the purposes of LID #40 is hereby determined to be derived according a property's ability to develop as set forth in , the Comprehensive Plan for the City of Tigard. Four properties in part or whole as provided below are excepted from the District I and they are the Alexander property (Tax Map #lS1 36 CD Lot #1800 & 1900), the Hedgepeth/Stewart property (Tax Map #lS1 36 DC Lot #4402) and the Vasey property (Tax Map #2S1 1AA Lot #2800) which are substantially developed and therefore receive no benefit, also the Probstfield property (Tax Map # 1S1 36CD Lot #1700) f. EXCEPT the southerly 10,000 square feet which is substantially developed and therefore receives no benefit. i Section 6: The Tigard City Council finds that the DARTMOUTH LOCAL f IMPROVEMENT DISTRICT improvements are of the character described €€[ in ORS 223.205, and that they therefore qualify for financing by general obligation improvement warrants pursuant to ORS 287.502 - 287.515. Section 7: This ordinance shall be effective on and after the 30th day after its enactment by the City Council and approval by the Mayor. PASSED: By ni►y1BLL5 vote of all Council members present after being read by number and title only, this Q,7h day of `�— 1984. XFDe—putyW2City Recorder = City of Tigard APPROVED: This _ day of ; 1984. Mayor pro tem - City-of "Tigard APPROJ7ED AS TO FORM: `i ity Attorney i 1w/1425A CITY OF TIGARD, OREGON RESOLUTION NO. 84-1y DECLARING AN INTENTION TO CONSTRUCT CERTAIN STREET IMPROVEMENTS WITHIN AN AREA DETERMINED TO BE A STREET IMPROVEMENT ASSESSMENT DISTRICT TO BE KNOWN AS DARTMOUTH STREET IMPROVEMENT DISTRICT NO. 40 DESCRIBING THE PROBABLE TOTAL COST THEREOF; DEFINING THE BOUNDARY OF THE DISTRICT TO BE BENEFITED AND ASSESSED; APPROVING AND ADOPTING PLANS AND SPECIFICATIONS FOR THE WORK AND ESTIMATES OF THE CITY°S ENGINEER; AND SETTING PUBLIC HEARING AND DIRECTING THE " GIVING OF NOTICE THEREOF. WHEREAS, the City Council has ' accepted non—remonstrance agreements, petitions requesting street improvements and has 'ordered prdparation of the preliminary ' engineering report, pursuant thereto, at the 'Council's regular meeting of April 25, 1983, and WHEREAS, pursuant to -Chapter 13.04 of 'Tigard Municipal Code, City Council finds it expedient and necessary to order the 'improvement of the hereinbelow described lands by construction of street facilities and appurtenances thereto, and pursuant thereto the City's Engineer has submitted to the Council plans,' specifications and estimates for the work to be done and the probable cost thereof ,together with a statement of the lots, parts of lots and parcels of land to be benefited and the apportionment of the total cost of the i improvements which each of said lots, parts of lots and parcels of land shall be assessed on account of the benefits derived; and ` I WHEREAS, the Councilfindsthat said plans, specifications and estimates are satisfactory. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF TIGARD AS FOLLOWS: (a) That the City Council does hereby deem it expedient and necessary, and does hereby declare its intention to improve the aforesaid Dartmouth Street by construction of curb, sidewalk, streetlights, street, traffic signal, storm sewer, waterline, sanitary sewer facilities and appurtenances thereto. k (b) That all lands situated within the boundaries described on the I attached "EXHIBIT A" are determined and declared to be a Street Improvement Assessment District, to be known as Dartmouth Improvement District, and it is further declared that each lot, part of lot and parcel of land within said boundaries will be especially benefited by said improvements, and that the total estimated cost of $1,995,700 for said improvements shall be assessed in full, on a zone basis, against all lands within said improvement district. F RESOLUTION NO. 84: PAGE 1 (c) That the plans, specifications and estimates with respect to the improvements as submitted by the City's engineers be, and the same are hereby adopted and ordered to be maintained on file by the `City Recorder for public inspection. . (d) That Monday, the 12th day of March, 1984, at the hour of 7:30 P.M. , at Fowler Junior High School Lecture Room, 10865 S.W. Walnut, Tigard, Oregon, be, and the same are hereby set as the time and place for hearing and considering objections or remonstrances to the proposed improvement by,any parties aggrieved thereby. (e) That the City Recorder be, and she is hereby, directed to give notice by causing to have this resolution published in the Tigard Times, issues of March 1, 1984 and March 8, 1984. (f) Within ten days ;from the date of the first publication of the notice of this resolution of the owners of 66 2/3% or more in the area of the property `within the boundaries described on "EXHIBIT A" hereto attached, may make and file with the City Recorder a written objection or remonstrance against the proposed improvements. PASSED: This '/h day of 1984, by the Councilof the City of Tigard, Oregon. E a b ayor'- City of Tigard ATTEST: eputy Recor er - City of Tigard (JH:pm/0068S) a, RESOLUTION NO. 84-/ Page 2 1 LEGAL DESCRIPTION ' FOR DARTMOUTH EXTENSION x STREET LOCAL IMPROVEMENT DISTRICT A portion of land situated in the South half of 'Section 36, T'.1S. , ' R.1W. ," W.M. , and the North half of Section 1, T.2S., R.1W., W.M. , Washington County,; Oregon and more particularly ' described as follows: Beginning at the Northeast corner of Lot 19, Twin Oaks Lane , Subdivision, said ;point being on the Southeast right-of-way ` line of Pacific Highway; thence Northeasterly along the Southeast right-of-way line of Pacific Highway 25 feet more or M, less to the intersection of the right-of-way line with ,a line 20 feet east of and parallel to the East line of said Twin Oaks Lane, said point being the True Point of Beginning; thence, Southerly along a line 20 feet east of and parallel to the east 7 Tine of Twin Oaks Lane 1701 'feet more or less to the north line of Lot 8, Palmer Acres; thence Westerly, 20 feet more or less to the West line of Palmer Acres; thence Southerly along said x, West line to a ,point on the Northeast right-of-way line of the Beaverton-Tigard Highway (Oregon State Highway No. 217); thence Southeasterly along said right-of-way line to a point on the South line of Palmer Acres; thence Easterly along said South line to the Southeast _ cornerof Palmer 'Acres thence Southeasterly, 253 feet more or less along the North line of the W. Graham D.L.C. to the Northwest corner of Lot 23, Hermosa Park Subdivision "thence S.84°26°W. along the North boundary of Hermosa Park 277 feet more or less to the Northeast; corner of Lot 21, Hermosa Park; thence N.0040'W., 257 feet more or less along the West line of Lot 8, Hermosa Park to the Northwest corner of said lot; thence S.83`00'E, 820 feet more or less along the most Northerly line of Hermosa Park to a point on the rz West right-of-way line of Southwest 72nd Avenue; thence Northerly along said right-of-way line 108 feet more or less to a point on the South line of Tax Lot 402 of the NW 1/4 of Section 1, T.2S., R.l.W., W.M. , Washington County, Oregon; thence N.89001'W, 153.6 feet more or less along said South line ' to an angle point in the South line of said lot; thence N82°46'W to the Southwest corner of said tax lot; thence N82°46'W along the South line of Tax Lot 400 of said section to the Southwest corner of said Tax lot; thence N.4°15'E. , 153 feet more or less to the Northwest corner of said tax lot; thence S.84°23'E., 236 feet more or less along the North line of said Tax Lot 400 to a point on the West right-of-way line of Southwest 72nd Avenue; thence; Northerly along said right-of-way #. to a point which is on the :Westerly projection of the North z line of Tax Lot 101 of the N.W. 1/4 of the NE 1/4 of Section 1. 72S, RlW. W.M. of said section; thence Easterly, 40 feet more or less along said projection to the. East right-of-way line of said 72nd Avenue;. thence Easterly, 238 feet more or less to the Northeast corner of said Tax Lot 101; thence Southerly, 125 786.10/190.73 -1- feet more or less to the Southeast corner of said Tax Lot; ` f thence Easterly, 312 feet more or less along the South line of � t Tax Lot 100 of said section to a point on the West right-of-way line of Southwest 70th Avenue;_ thence Easterly, 30 feet perpendicular to said right-of-way line to a point on ,the East right-of-way 'line of said 70th Avenue; thence Southerly along said sight-of-way to the Northwest corner of Lot 17, Block 20, Portland Heights subdivision; thence Easterly, 119 feet more or less to the Northeast corner of said lot; thence Northerly, 200 feet more or less, to the Northwest corner of Lot 36, Block 20, Portland Heights Subdivision; thence Easterly, 100 feet more or less, along the North line of said Lot to a point on the West right-of way line of Southwest 69th Avenue; thence Northerly, 435 feetmore or less along said right-of-way line to the Northeast corner of Lot 33, Block ll, Portland Heights; thence r Westerly, 100 feet more or less to the, Northwest corner of said lot; thence Southerly, 125 feet more or less to the Northeast corner of Lot 17, ;Block ll, Portland Heights; thence Westerly, 122 feet more or less along the North line of said Lot 17 to a point on the East right-of-way line of. Southwest 70th Avenue; thence Westerly, 30 'feet perpendicular to said right-of-way line to'a 'point on theWestright-of-way line of said street; thence Northerly along said right-of-way line to a point on the Easterly projection on the North' line of Lot 30, Fruitland Acres Subdivision;' thence Westerly along said projection to the Northeast corner of said Lot 30; thence Westerly, 384 feet along the Northline of said lot to the Northeast corner of Tax Lot 4300, of the SW 1/4 of the SE 1/4 of Section 36, T.1S. , R.1W- , 'W.M., Washington County, Oregon; thence Southerly, 100 feet more or less to the Southeast corner of said Sot; thence Westerly, 200 feet more or less, 'along the South line of said lot to a point on the East right-of-way line of Southwest 72nd Avenue; thence Westerly, 40 feet perpendicular to said right-of-way line to a point on the West right-of-way line of said street; thence Northerly along said right-of-way line to the Southeast corner of Tax Lot 2401 of said section; thence Westerly, 80 feet more or less to the Southwest corner of said tax lot; thence Northerly, 133 feet more or less along the West line of said tax lot to the Northeast corner of Tax Lot 2400 of said section; thence Westerly, 723 feet more or less to the Northwest corner of said Tax Lot; thence Northerly to the Northeast corner of Tax Lot 2002 of the SE 1/4 of the SW 1/4 of said section 36; thence Westerly, 315 feet more or less to the Southeast corner of Tax Lot 1700 of said section; thence Northwesterly along the Northeast line of said tax lot to a point on the Southeast right-of-way line of Pacific Highway (Highway 99 West); thence Southwesterly along said right-of-way dine to the True Point of Beginning. 186.10/190.73 -2- •s d� a Wc�1 i r r �j •1y , 04A. 1 - -. i m is Oall 401 r 12 E. u� t : •s�. �� e .� kms"° ,u '� r �w„�''•"� �.. z ° a8 ":�W uLE -'IA's _ sem^ {. a►,A x ' qvvRML •�• 0 W 111 I lop r ` V 00 Z. A OR��a� 0 -S', F �i•6.gam+ ,0 «�"' '�• 't. �, � , u,�• a �.. r.A OIL *.'iL ��t IN ONE= m DUNN, CARNEY, ALLEN, HIGGINS & TONGUE JOHN C.CAHALAN ROBERT R.CARNEY ATTORNEYS AT LAW RUSSELL R.KILKENNY ROBERT L.ALLEN E THOMAS H.TONGUE 851 S.W.SIXTH AVENUE,SUITE 1500 HELLE RODE } GEORGE J.COOPER,III PACIFIC FIRST FEDERAL BUILDING. MARSHA MURRAY-LUSBY CHARLES D.RUTTAN TELECOPIER(503)224-7324 DONALD E.TEMPLETON' ROBERT K.WINGER PORTLAND, OREGON DOUGLAS v.VAN DVK G.KENNETH SHIROISHV SALLY R.LEISURE GILBERTE PARKER.JR. TELEPHONE(503)224-6440 SHANNON 1.SKOPIL' 1! JOAN O'NEILL,PC` JEFFREY F.NUDELMAN ROBERT L.NASH" CENTRAL OREGON OFFICE JONATHAN A.BENNETT ANDREW S.CRAIG 709 N.W.WALL STREET.SUITE 103 MARK A.PRATER- BRADLEYO.BAKER BEND,OREGON 97701 AARON J.BELL JACK D.HOFFMAN TELEPHONE(503)382-9241 BRYAN W.GRUETTER" MICHAELJ.FRANCIS. JENNIFER L.PALMOUIST' WILLIAM H.MORRISON April 11, 1988 HN J. IGGI JACK H.DUNN JOHN J.HIGGINS 11927-19871 RETIRED { JAMES G.SMITH 'ADMITTED IN OREGON NATHAN L.COHEN AND WASHINGTON "RESIDENT.BEND OFFICE OFCOUNSEL Tigard City Council City of Tigard 13125 S.W. Hall Boulevard Tigard, Oregon 97223 Re: Dartmouth L.I.D. Members of the City Council: We represent Gordon R. Martin and Gordon S. Martin. As you . know from our previous testimony and the record established in this matter, the Martins retained an independent traffic engineer to investigate the impact of commercial development within the Tigard Triangle on trafficcirculation both within and outsiIf of the Triangle and the Dartmouth L.I.D. As a.result of this investigation, the Martins developed ' serious concerns about the ability of the existing Triangle transportation network, enhanced only by Dartmouth, to adequately support "buildout" of the Triangle, as zoned, and more specifically, development within the Dartmouth L.I.D. The Martins expressed these concerns to the City. The City considered its own traffic study. Such study contradicted the Martins' traffic analysis and, therefore, the City dismissed the Martins' study. The Oregon Department of Transportation (ODOT), however, after completing its own traffic analysis of the Tigard Triangle and subject intersection, and reviewing both the City and the Martins' traffic studies, conditioned its Cooperative Improvement Agreement, granting the City permission to connect Dartmouth Street to Highway 99 upon the City's agreement to develop a Transportation Plan by September 1988 and the City's acceptance of outbound traffic volume limitations which result in development limitations upon the entire Triangle. The latter condition limits development within the Dartmouth L.I.D. and will probably result in at least one tax lot within the L.I.D. receiving no benefit from the L.I.D. See attached memorandum from Tom Schwab, ODOT, marked Exhibit 1. Tigard City Council April 11 , 1988 Page 2 The City must enter into the Cooperative Improvement Agreement with ODOT if it is to proceed with the Dartmouth L.I.D. it is our position that the imposition of a requirement for a Transportation Plan and a traffic volume limitation subsequent to formation of the L.I.D., as a matter of law, invalidates the L.I.D. as formed. Consequently, if the City proceeds with -the L.I.D., the City's action is unlawful. Two separate legal theories support our position. 1. Substantial Change. There is authority under Oregon law- for the proposition ,that a city may not make a substantial change in the character and impact of an L.I.D., subsequent to formation, without conducting new formation proceedings which will permit the property owners within the L.I.D. to raise objections to the L.I.D. in its new form. See Heritage Square Development Co. v. City of Sandy, 58 Or. App. 485, 648 P.2d 1317 (1982) , petition for review denied, 293 Or. 653 (1982). The 'requirement of a` Transportation Plan and the imposition of a development limitation on the Tigard Triangle and 'thus the L.I.D. substantially changes the character and impact of the Dartmouth L.I.D. In addition, it is probable that the cost to construct the L.I.D. improvements has substantially increased since the original construction estimates were developed in 1984. Such increase in ''cost will intensify the change in character and impact of the L.I.D. Therefore, under the "substantial change" principle, the L.I.D. is invalid The City must conduct a new formation` proceedings to provide the property owners within the L.I.D. their statutory right to object. 2. Special Benefit. The L.I.D. is also invalid because one or more tax lots currently within the L.I.D. will receive no special benefit from the L.I.D. improvements. Under Oregon law, "(s)pecial_ assessments can be levied only upon property which is specially benefited by the improvement for which the levy is passed." Sisters of St. Mary, Inca v. City of Beaverton, 4 Or. App. 297, 299, 478 P.2d 412, 413 (1970) Tciting Stanley v. Mty of Salem, 247 Or. 60, 64, 427 P.2d 406, 407 (1967)). If an L.T.D., which subjects all property within it to assessment for the L.I.D. improvements, contains one or more tax lots that will receive no special benefit. from those improvements, the entire L.I.D. is invalid. In the instant case, the special benefit to L.I.D. property owners resulting from construction of Dartmouth Street is the capacity for commercial development. However, as a result of the imposition of the development limitation, one or more of the tax lots within the L.I.D. will be completely deprived of the capacity for commercial development, and therefore will receive no special benefit from the L.I.D. improvements. Consequently, under the "special benefit" rule, as under the "substantial change" principle, the Dartmouth L.I.D. will be invalid. ODOT is required by statute to regulate entry onto state highways so as to insure the safety of travellers on the highways. In the instant case, ODOT has regulated entry onto the state highway by imposing Tigard City Council April 11, 1988 Page 3 traffic volume restraints until the City develops a Transportation Plan that will provide for a road network to allow the Triangle to "buildout" under its current zoning and then actually constructs the identified road improvements. Without such a Plan and construction of the identified improvements, it is probable that much of the developable land within the Triangle and tax lots _within the L.I.D. may not be developed. As ODOT has pointed out in its Cooperative_ Improvement Agreement, the Triangle traffic ,network,'- as enhanced by Dartmouth, will only support limited development: Conclusion For the above reasons, the City's alternatives are as follows: 1. Abandon the L.I.D. and- initiate proceedings to form a new L.I.D. This will afford affected parties the opportunity to remonstrate; or 2. Postpone implementation of the Dartmouth L.I.D. until the Transportation Plan is completed' and access is planned that will allow the Triangle to be "built-out" and the traffic volume limitation removed; providing a viable funding plan is developed to support the construction of the necessary road improvements. Of course, if the cost of the Dartmouth L.I.D. has substantially increased since the L.I.D.'s formation in 1984, only alternative (1) above is viable. If, instead of following one of these alternative courses of_action, the City elects to enter into the Cooperative Improvement Agreement with ODOT and to proceed with construction, we have been instructed to seek an injunction against the project. The Martins urge the City Council members to vote against proceeding further with the Dartmouth L.I.D. and to adopt one of the alternative courses of action suggested in this letter. e\ry truly ours, } Charles D. Ruttan CDR/mlw/9287 t EXHIBIT _1. y COMPUTATION Of I [GARD TRIANGLE CAPACIIY (lased upon Existing + Dartmouth Street October 29, 1987 1985-2005 19+35 2005 CIIANGE_ Total Developed Acres 74.34 141.413 67. 14 Total Retail Dev. Acres 33.24 75.85 42.61 Total Office`Dev.`Acres 41. 1 65.63 - 24.53 2005 Ratio Employment = 1 . 14 Office employees to 1.0 Retail employee Saturation Year Employment Ratio 2. 113 office employee to 1.0 retail employee % Thru Trips 19115 2005 2015 510/134£3 = 37.8% 1049/4180 1% 973/4761 20% 1'rei?a.l:aca by '.rom Schwob, Oregon of Transfix rUlLion. Naga J. V-49 COMPUTA'rIONS OF 'T1GARD IRIANC,1 CAPACIIY (Cont.) j ODOT's 2005 ,year forecast for the Tigard 'triangle shows 4,081 office employees _t (an increase' of ,`2,222 over 1985) and 2,414 retail employees (an increase of - 1950 over 1985). Year 2005 forecast trips assigned to existing routes show 4,180 vehicle trips out of Triangle during PM peak hour . An increase of 2,832 from 1985 vehicle trips., I , I Year 2005 forecast trips for Triangle Trips only assigned with METRO; equilibrium I model shows 3,131 vehicle trips. This is an increase of 2,293 vehicle trips over the 838 vehicle trips for 1985. Further analysis shows that with the 2015 forecast. assumed for Tigard Triangle an additional 96 vehicle trips are diverted from the through traffic. Total ` PM peak hour outbound for;2015 year ="4,761 vph. .. ' If the same .ratio of through trips diverted by the equilibrium model holds true beyond '2005, it can be expected through I.rips would not exceed 1,01' vph. For this calculation purpose 1 ,025 will be Used. V-49 P1r1�, 2 COMPUTATiON OF NEW TRIPS AND ACRES :. Retail - 1,756 new retail employees/25 employees per acre `- 70.24 acres 57.24 acres of new retail x 25 trips per acre = 1,756 outbound ` ISM peak hour trips. Office - 2,002 new office employees/80 employees per acre = 2.5.03 acres 25.03 acres of new office x 31.1 trips per acre 781 outbound PM peak hour trips TRIPS- ACRES New Retail Development 1 ,756 70.24 New Office Development 781 25.03 1985 Development Level Trips 838 74.34 Through Trips _(--23% of 4,400) 1,02.5 - --- TOTAL VEHICLE TRIPS (Current planned Cap) 4,400 169.61 From above calculations it appears that the existing roadway system has capacity to carry the expected growth through year 2,005. Additional acreage to be consumed prior to capacity = 169.61 - 74.34 = 95.27 acraes. If 17.5 acres have been developed since 19115 net acreage = 77.8 acres. ('Phe 1005 .f.or.eeasL assumes sl):,1.ighL line gr:owt'I' '.'lie r.ea.t world, However, exper.i.ence:c growL•h in spurts, Lnen, plaLeaus. '.I'l►erefore, Lhe 77. 8 acnes may be absorbed wiL•lr.i.n a few years or Over a longer. heri:od. )* * O per: Le.lc 1�hone ccrnver.salLiun bcLween 1'0111 Schwab and Chuck RuLLan November- 4, .1.987. Oltl;(;ON 1)h;l'AI2'I'PtI:N'I' OF 1I'R11MSPORIVA'PION Page .3 V-49 ;;i A6wt*O q KT MLL-L Le * 1 ) ..., i if,JT. f(TI1nJ1 op115'1Tj11�lail1111 .L11T IT11IIIIIgpII111g11111►IIIIII,11I11T11_j11111111 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -- - _ - _ _. - 9 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAWING. OE 62 BZ L112 8Z SZ 42 f2 ZZ IZ 02 61 BI LI 91 S( b1 EI ZI._._ 11 OI 6 8 „ NttllUlfl111 �nl6mbulhwhul�llullul --:--- Iw�lwtltn MARCH - � ' T ' 199 0 :j it i 1 - 5 1 Tk- 1 _ Y i � TI p W l _ ♦ L.LJ low >< Lu LU z ® i � � _ �SIlpp�nnlPtngn,pPpll�g9nqqq II�nII�U�lrr�nl�fnlm�nq�p�lp�nr�19mtnrpl'pp�nitn9lPpul'I,to'I'I'p{'Inl�'I'�'1'plgn�ngnl�qq gnr�ngrll , ....1 .__-- f rorE:Ir rx¢eraarlc[o 2 3 4 5 8 ] e B 0 1111 12 oinpo Is,2SS cu.2 rx:w m6 rml¢,rr Is vE m 1K e.41lIlY ac M alcicu .Z R R IE 02 I I 21 11 01 • < • L • C 2 I"u. 1990 32X MARCHml LI ,I I� byt 11��3>3 AMA *9 • ® JAY tr��l► rlr�rlr rir�rtr rir i�r rlr rlr rl° °II rl° tTr III ° t"t r I t r r r rr r n I ( 1 a I 1 gTiTr R11m I._ I ._ _.. I � 1 � � � l )'. r �R�.I O I� I 1 I l I�I���yl°I°I�[yltl°11�°I°1°I11°h�.rl°i°I��rl°lrtr�°Irl°Ir�°Irlrir�rlrlrir�r�rlrya�rrr NOTE: IF THIS MICROFILMED -.- ......I 2 3 -. Cj - �j- - 7 g 9 IPU DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL , DRAWING. OE-- --- .-- —"sZ-"ez -Lz 9z Sz 16. se Ez zz iz 02 sr 61 Li -g! St. *,I ._.E1.__ Z�-.._-'�-__o'._6 e !_..9---S b _ _e rutau6wlunluuluul►Mrlxitlrnt{n" uuluulnu MARCH 7 1990 -� } PARCEL TAX MAP& \\ aPA NO. OWNER TAX LOT NO. AREA REMARKS / H \mow A Homer G.wita.,,,a. 1S1 36CD,1601• 13,541 S.F. G 1S1 36CD Cyrus R.8 Ellah A.Knight i Dl �\ t� Y 9 ,1800 1,733 S.F. Acquired by City of Tlpard B C PARCEL I OF EK%t51T'A' eG yy LZXUMENT L3-0140'74 1S1 36CD,2000, Dartmouth Y 1 S > WA6HING1bh MINTY RECOXPE, C Homer G.Williams 2002,2100 90,562 S.F. a 11 Nr- y.l.a P i 2000 Future St. `•J� 3a PJ 11CO I 110.:1 I 11,650 S.F. \O` A D Tom•'• 9% Homer G.Williams 1St 36DC,2500 3,844 S.F- ••-> ° ••xxe FRO V4"I.P. 583° _— vn T 'p•h .. �� ^ na 9 Npo 'I I77 -- Marla H.Martin E r 2'� c/o Gordon Richard Martin 2S1 113A. 101 26,714 S.F. Ci G 535CO Eugene F.8 Caudle Dietzman 7L 22 Ial 5-55-3B 1 \ F 28.422 S.F. 'l,'y 2S7 18A, 100 � -7-- _.._�2�'E c/o Gerald C.cash Yd I !� .Frank S.8 Sur,D.Oullok 2S1 7A6, 700 41,160 S.F. ` 1 fes' G c/o Don aid E.8 Julfe G.Pollock 21C1D . y OPOSED:$71R 2001 H ,Donal"F-& `4'G.Pollock, 1S1 36DD,7500 3.181 S.F. Y n 1 James R.8 Eddins C.StoverDon ( James E.8 Julia G..Stover ISI 36DD,7600 2,944 S.F. 2=465.E R=535.00 � �+ James R.8 Eddins C.stover L=3,11.44 L� 393.64 _.-- Ck{ —_ GH-N OI°Ib'53"W E 1 Merle H.Mertin 2S1 7 BA.101 6,428 S.F. 370.81' 384.82' 1 Uo Gordon Flchard Martin VICINITY MAP _ C Eugene F.&Caudle Oletzman 2S1 1 BA.100 20,777 S.F. c/o Gerald C.Cash 22 3 S.W. DUVALL STREET m R-4145.00 14� 1' = 100' -- GH=N2l'do'45'W DENOTES SLOPE EASEMENT t- A to s —N- 2coo 0 s 2200 0 R=535.00 Z L°550.05 Ui-'b 25'43 21'E 2 , 163.43' 559°&42"E a R'30.E �r wW 4, 1 6,2 tamLLJ Q b > Q R° 230.E Q�v.Q OF N84'22'32"W O Q Q 0 _\ 13.10 0 58$'33'37"E -C L- 81.40 \\(° '� R ti Ui=553°27'30'W$ D 3 7¢ ! _ � Cil 50.00 w 86.88' ci.g, s O 00 r FD. 2a� (191 36UJ) F COI }+ Iz=535.00/= L' 113.84 583.5!'55"E '17'-2 S?�'°01' FO Fa'8°I.R. 1 �9 b 7u1 LLQ CR-N 34'3fo'42'W I. \ !73 Ig"E R°4(05.00` (n t0 7F^'J l/db j I w 113.63' - I�•5l 52 L• 117 qq IbT.W 089' 20 42"E 44.00 Cl)m a i R= 110.00 R°'.0.00 214 PA 102 —GH=581'IT 27"E �w } ILL L= (53.49 L°42.64 �_ 2 (2hl 184) Ill.6T 4402 H1 ;�// LL, CH N 32'CXJ'�"E CB:581°25'11'E \ •!8 O H J to 148.33' I '�I.14' FD. I yz"I.P. 53 - 57 399 2'f NPR°22 32 W / j I` // N 7¢°O(.182 �50UTN S 86`33 O�310 TIS R IW W.M. y �• � S Z ..:��� �/ '/ k K'535.00 SECTION LINJ 150.00 LfLIN�— L'25.95 !1g 677-0 GN'N 12-37,155"W r ��r- 583 r NSI°21'?lo"W 25.95' r 152.98 f N 8°3 '. iW FD *4"BLlP.°3I ILS 55Q(v5BA) S.W. DARTMOUTH STREET L• 135 N GH=N81°l'2TN j IGJ 6f-60' { E135.�' (2SI IAB 3LU VOID 28L� DATE REGiSTE ED 'IULY 1985 --P_R_1-N T 4= PROF 1 NAI.,. — S.W. DARTMOUTH STREET TIGARD, OREGON --_ SHEET UR EYQR R.�Wright DESIGNER CITY OF TIGARD @l1g111eE1'll'9�° EI a' 7Mw APR 04 7933 -- — 0 . .o."a"•>Fa�e 13125 S.W. HALL BLVD. _ . 503 zdn+15:1 DRC TSM AN � iRD RIGHT—OF—WAY ��� �.285 consulting engineers CHTIGARD,OREGON 97223 AD17ED l3LApE EA8EME1.1T 4-IG-87 RA REVIEWER Wdv.4GMN0"v.OMCCN PHONE(503)639-4171 DRAWIGNUMBER I ADDED EI AND FI fp-21.86 CH 72gy,1 Nol REVISION DATE BV 786-2 rl 1 1 I 1 I I 111'1 11 11r III 111 111 ill 111 111 111 1 rP 117 111 ill If 1 1 I I ill11111119 � 1 1 1 1 1 1 1 1 1 ink I l f � inq 1111 1nlllP1111(7PIg1�IPIgllqtplllrPpIIIIP1111�411q111111411tplrl'IggRf"' _ ,,•__.., . WTE: IF Tn15 MIMFILMD I 2 3 4 S B 7 B 9 to D—IuS IS USS AFAR'IMAX TRIS ranee,IT Is DIE To TIE QUALITY of TI£WWI— Dv IxC• r0E 6Z 92 12 9Z SZ 92 E2 ZZ IZ 02 6t 91 LI 91 Sr 61 EI ;31 II 01 6 9 L 9 S b E Z I— ,"11-1 i nl7 011 uInnl wlj9llbnl _ MAR-CH 7 ;,1990 I I I. R.A.WrIght engineering consulting;engineers i CITY OF TIGARD OREGON ENGINEERS REPORT ON DARTMOUTH EXTENSION STREET LOCAL IMPROVEMENT DISTRICT PROFFs �P a`G Y 40.�4 M o�FRI A WR�G�� February 8 1984 (Revised March 21, 1988) Prepared by R. A. WRIGHT ENGINEERING. INC. Consulting Engineers 1340 S. W. Bertha Blvd. Portland, Oregon 97219 a (503) 246 4293 786.11/200.35 r s F_ I ENGINEERS REPORT INITIATION Property owners representing approximately 32 acres of under developed land in the Tigard Triangle petitionedtheCity of T of a street local improvement district Tigard for formation for construction of the Dartmouth Extension and agreed to pay the cost incurred by the City in preparation of an L project. Based upon engineers report on the this demonstration of property owner interest, the City of Tigard , sought proposals from consulting engineers for preparation of a feasibility study and engineers report R.A. Wright " r Engineering, Inc. was selected by the City and retained to provide the required engineering services. s f DESCRIPTION OF BENEFITED AREA The area judged to be benefitedby the proposed street improvement includes all parcels that, by direct access or common ownership with a contiguous parcel having direct access, connect to the proposed street improvement and are not contiguous with, and better served by, another public street.' The boundary of the proposed L.I.D. is shown on Exhibit A. The project is located in Section 36 of- T.1S, R.1W and Section 1 of T.2S, R.1W, Washington County. PROPOSED IMPROVEMENTS The basic improvement includes construction of a 44 foot wide paved and curbed street within a 70-foot wide right-of-way extending approximately 3,250 feet from S. W. 69th Avenue at its intersection with the existing Dartmouth Street to Pacific Highway at its intersection with S. W. 78th Avenue. In addition to the street improvement, the project will also include right-of-way for a 200-foot street stub for a future street extension to the south, traffic i signal improvements on Pacific Highway, street lights, storm drains, waterlines, sanitary sewers, and other underground utilities as required to minimize future excavation within the pavement of the Dartmouth Extension. utilities will be sized to serve the ultimate development of the Tigard Triangle in conformance with existing planning for the area, and will be extended beyond the paved roadway of the Dartmouth Extension. Sanitary sewer service will be extended to serve existing dwellings along the proposed Dartmouth Extension. 786.11/200.36 COST ESTIMATE An estimate of the probable cost of the street and related utility_improvements is as follows: Move-in and insurance $ 15,000 Clearing and earthwork79,800 Grading and paving 341,900 Curbs and sidewalks 43,800 Traffic signal improvements 50,000 Street Lights 27,000 Storm drainage 140,100 Waterlines 119,700 Sanitary sewers 134,200 Construction contingency, 5% 47,600 Construction Subtotal $999,100 Technical Services, 15$ 149,900 Administrative Services, 5$ 50,000 Land 'Acquisition 796,700 Project Total $1,995,700 The above costs are not guaranteed, but represent the Engineers best estimate of the prices that can be expected andtheamounts that should be budgeted. Due to the general increase in construction` costs over the 4 year period since the above estimate of probable costs was: prepared, ' an increase in the costs of 15 percent can_be_ anticipated. METHOD OF ASSESSMENT This report recommends that the project costs be divided among benefited properties within the limits of the local improvement district in accordance with the following conditions: 1. Properties on existing streets and future streets designated by the City master plan shall not be subjected to double assessment for street improvements. Assessment areas for the Dartmouth Extension shall not extend beyond a dividing line midway between the Dartmouth Extension and any existing or proposed street. Streets that are judged to be subject to this condition are as follows: :. 1. S. W. 69th Avenue 2, S. W. 72nd Avenue r 786.11/200.36 -2- i I I 3. A future street that will extend south along the west line of the Martin property 4. A future street that will enter the Williams Iproperty from the drive-in theater property to the -northwest 5. Pacific Highway - S. W. 70th Avenue has only a 30 foot right of-way and is not proposed for future improvement. Land alongthis existing street is, therefore, not proposed for exclusion from assessment. 2. Land that is subject to assessment shall be divided into E three zones controlled by distance from the right-of-way line of the proposed street improvement. Zone A will - include all land that is from 0 to 150 feet from the right-of-way line. Zone B will be all land from 150 feet to 300 feet, and Zone C will be all land between 300 and 450 feet from the proposed right-of-way. Land 1 beyond 450 feet from the right-of-way will not be assessed. Assessment rates for land within each of the zones shall be stepped such that Zone A is assessed at three times the rate of Zone C, and zone B is assessed at two times the rate of zone C. The land included in each of the three assessment zones is shown in Exhibit A. s s ASSESSMENT RATES I Based on the assessment conditions described above, 1,511,300 square feet of land is subject to assessment, including 787,300 square feet in Zone A, 540,000 square feet t in Zone B, and 184,000 square feet in Zone C. The unit assessment rates required to raise $1,995,700 from the assessable land areas are $1 .65/sq.ft. for Zone A, $1.10/sq.ft. for Zone B, and $0.55/sq.ft. for Zone C. These assessment rates are approximate. The actual assessment will be based upon the final project costs and actual assessed areas. G OUTSTANDING ASSESSMENTS There are no outstanding City of Tigard assessments against the properties to be included in the proposed L.I.D. i �i 786.11/200.36 ' -3- AVFA33H-4 2-1 a tea..�,bl' ��� a�J'+y;� es �Z"py�get '��Y <�'i� �• ,°¢' � � .. s a'vs Tog ,,,�,t '.•tt ti a pat f ,�, ,p9s €:rr+ 'iig. i r •5�� •,. s ,'� ,c 1Li cc,g ' ' t r tL E�r, w V45 , , Mr: ' 1" ...-w..r.'g4'e,, a: .1 �'jV• x, - k 1 ,:fie« j 10 js 3q s-t i- iF 4 1 tet{ ' 3 I O Om � r� V5 ;'•' p �` fi.�� � �}�Opp I. 1 � ei^# � `' .r $ It .► Y�ti.w�4b. °r.� "` ,�G r> i}d:' r^ I �a +: 6)' ar,4A• t..e.�.l awn•.: j' ++�� �c ` ,r, x• �:r: ��.„S fG r m.6Cu.;,,....1isi t� �.c.x" 5 t `C s• � �. �.+ `Rd V`F^YsF"r(/�ytt �.� '� ,�� j� �, ry i 7y d, 111 � � r �-- r +,a. ` ., ,� `a .�{„die ,{• F .R �� c "�:`• W �, .�_ w e � Y .;J.3L�7. cam+ � a`t 1® yTA ' �{ f ice. ' n2Gmi 1 z IT-1 1.01 y}0A ;y �.. h� r6k i"; � #"J�,.�p rL 4J�'!�] p � y:.i G �, s i s�;�f • 7':� 41 �- `'S.,. tor. 3"Nf �F 1� 4 m A.� •w�Y ! "?'aka 1 `e li.rd ,q � $ >�V L F 4 � ,� MD ig r � w t Wright A. onglinearmn Eonsultin engineers COPY NO. CITY OF TIGARD OREGON Y CONTRACT DOCUMENTS for construction of Dartmouth Extension, Street L.I.D. No. 40 r February, 1988 R. A. WRIGHT ENGINEERING, INC. CONSULTING ENGINEERS 1340 S. W. Bertha Blvd. VjPortland, Oregon 97219 503/246-4293 a Proj.No. 786 r Date February 10, 1988 to f , TABLE OF CONTENTS k Pages ADVERTISEMENT FOR 'BIDS Adv. l only INFORMATION FOR BIDDERS Info. 1 to 6 y PROPOSAL Prop. 1 to 8 AGREEMENT Agree. 1 to 2 GENERAL CONDITIONS Gena Conds. 1 to 23 PERFORMANCE AND PAYMENT BOND P&P 1 to 2 SPECIAL CONDITIONS Spec. Conds. 1 to 2 TECHNICAL SPECIFICATIONS Foreward Foreword 1-1 only ( lA General Requirements 1A-1 to' 5 I 2A'` Clearing and Grubbing 2A-1 to 2 2B Excavation and Embankment 2B-1 to 4 1 2C Subgrade Preparation 2C-1 to 3 2D Trench Excavation and Backfill 2D-1 to 8 jj 2E Base and Leveling Course 2E-1 to 2 Int 2F Asphalt Concrete 2F-1 to 8 2G Concrete Curb and Gutter 2G-1 to 4 2H Concrete Sidewalk 2H-1 to 3 2I Pavementarking 2I-1 only M 2J Manholes 2J-1 to 6 2K Catch Basins 2K-1 to 2 21, Storm Drain Inlet Structure 2L-1 to 3 I= 2M Seeding and Mulching 2M-1 to 2 2N Street Barricades 2N-1 to 2 15A Water Pipe and Fittings 15A-1 to 10 15B Valves and Valve Boxes 15B-1 to 3 15C Fire Hydrant Assemblies 15C-1 to 3 15D Relocate Fire Hydrant Assembly 15D-1 to 3 15E Electrical Conduits 15E-1 to 3 15F Storm Drains 15F-1 to 4 r 15G Gravity Sewer Pipe 15G-1 to 6 15H Building Sewei.s 15H-1 to 4 15I Subdrain System 151-1 to 3 1 151 Subdrain Cleanout 15J-1 to 2 I 16A Street Lighting 16A-1 to 4 ii n, ADVERTISEMENT FOR BIDS i Sealedproposals for construction of the Dartmouth Extension, Street L.I.D. No. 40 will be received by the City of Tigard, 'until focal time, and then will be publicly opened and read. Major items of work include grading and paving of 3,400 feet of roadway, improvementincludingcurb, gutters, and sidewalks, storm drainage, water lines, sanitary_sewers, street' lighting, and re- lated facilities. Contract Documents may be examined at the office .of the City of ur Tigard, 13125 S. W. Hall Blvd. , Tigard, Oregon 97223, or at the office of R. A. Wright Engineering, Inc. , 1340 S. W. Bertha Blvd. , Portland, Oregon 97219. A copy of said documents may be obtained at R. A. Wright' Engineering, Inc. , upon a deposit of Fifty Dollars ($50,00) for each document. The full amount of the deposit will a be refunded if documents are returned in good condition within ten (10) days after the bid opening. Bidders must be prequalified with the City of Tigard in compliance with Chapter 279 of Oregon Revised Statutes. Proposals must be made upon the proposal forms bound in the a Contract Documents and must, be accompanied by a.certified check or bid bond payable to City of Tigard in an amount not less than ten percent (10%) of the total amount bid. The City of Tigard reserves the right to reject any or all proposals, waive any informalities, and to accept the proposal R that best serves the interests of the City. Bids cannot be withdrawn within thirty (30) days after the actual date of bid opening. { bated this day of 1988. y� .a Published Adv-1 t k z INFORMATION FOR BIDDERS a PROJECT DESCRIPTION ' Major items ,of work include grading and paving of 3,400 <feet of roadway improvement including curb, gutters, and sidewalks, storm drainage, water lines, sanitary sewers, street lighting, and related facilities. OWNER The Owner of the project is the City of Tigard. ENGINEER The Contract Documents for this project were prepared by R. A. Wright Engineering, Inc. References to the "Engineer" mean R. A. Wright Engineering, Inc. , its employees or assigns. P CONTRACT DOCUMENTS The Contract Documents for this project consist of all material listed in the Table of 'Contents and bound herewith, and include the Plans whether or not bound with the material herewith. The individual sections of these Contract Documents are intended to be mutually cooperative and to provide all information and references reasonably required for the execution of the proposed work. EXPLANATION TO BIDDERS Bidders may submit written requests for interpretation of the Contract Documents to the Engineer. When there is sufficient time before the bid opening, an interpretation of the Contract Documents will be prepared and submitted to all Planholders as an Addendum to the Contract Documents. Oral explanations and interpretations made prior to bid opening will not be binding. PLANS Plans for construction of the Dartmouth Extension, Street L.I.D. No. 40 consist of sheets, entitled Dartmouth Extension, Street L.I.D. No. 40 and dated s f Info-1 I i I ' FORM OF PROPOSAL The Proposal is on a unit price basis. Unit Price ( t The Proposal is based upon- the work quantities tabulated in the Proposal. The tabulated quantities are approximate and are estimated only to provide a basis for calculation upon which the I award of: the contract will be made. Payment will be made for the work actually performed as specified in the Technical Specifications. EXAMINATION OF WORK CONDITIONS AND CONTRACT DOCUMENTS It is understood that the Bidder, before signing the Proposal, has I made a careful examination of all conditions pertaining to the work and of the Contract' Documents; that (s)he has fully informed E her/himself as to the quality of materials and character of work required; and that (s)he has made a careful examination of the location and condition of the work and the sources of supply for materials. I Site Conditions I The Bidder shall inspect the site with special attention directed to conditions of work. Failure to do so will not relieve the i successful Bidder of her/his obligation to enter into a ,contract E and complete the contemplated work in strict accordance with the Contract Documents. Subsurface Conditions Test excavations have been made at locations shown in Figure 2 in Appendix A of the Contract Documents. The logs of all test borings have been reproduced in Figures 3 through 11 of Appendix I A. Neither the Owner nor the Engineer assumes any responsibility for the completeness of the logs or for any interpretations or conclusions drawn from the information provided by the logs. ADDENDA The Owner reserves the right, at any time prior to opening Ea proposals, to make changes or corrections in the Contract Documents. All Planholders will be notified of such changes by ' notice sent by mail or delivery service to the Planholders' address furnished to the Engineer at the time the Contract Documents are requested. The Bidder shall acknowledge receipt of each Addendum by signing the Addendum in the prescribed place and shall submit all Addenda with the Contract Documents at the bid ' opening. Addenda are a part of the Contract Documents as F completely as if they were included in the original publication. proposals submitted without all Addenda signed by the Bidder will 1 not be accepted. Info-2 SUBSTITUTION OF MATERIALS Except for equipment selected by the Owner, whenever any material, construction method, product, or process is specified by manu- facturer, proprietary name, or catalog number, such specification shall be, for establishing a ;standard "of quality and for ,facilitat- ing the description of; the material or process desired. This 'pro- cedure is not to be construed' as eliminating other products of equal or better quality when these products are fully suitable for the 'proposed application. References to all such proprietary items shall be deemed ;to be followed by the words "or as approved" or "approved equal." The Bidder or her/his supplier may submit complete data to the Engineer for consideration of; another material, construction method, product, or process which shall be substantially equal to that specified. If approval' is indicated by issuance of an Addendum accepting the item as a suitable sub- stitute' ubstitute, the item may be used in compiling the bid. No substitute products shall be used unless approved in this manner. PREPARATION OF PROPOSALS Proposals shall be submitted on the Proposal forms bound in the Contract Documents. All blank spaces in the Proposal form must be filled in, in ink, where required. " No modifications shall be made in the phraseology of the forms. Any Proposal shall be deemed informal which contains omissions, erasures , alterations, or additions of any kind, or prices uncalled for, , or in which any of the prices are obviously unbalanced, or which in any manner shall fail to conform' to the conditions stated in the Advertisement for Bids and the Information for Bidders. The Bidder shall sign the Proposal in the blank space provided. A proposal made by corporations or partnerships shall contain names and addresses of the principal officers or partners. If the Proposal is made by a corporation, it must be acknowledged by one of the principal officers thereof; or if made by a partnership, by one of the partners. BID SECURITY Proposals must be accompanied by a certified check drawn on a bank in good standing, or a Bid Bond issued by a surety company authorized to issue such bonds in the State of Oregon, in an amount not less than ten percent (10%) of the total amount of the Proposal submitted. This check or Bid Bond shall be given as a guarantee that if awarded the Contract for construction of the project, the successful Bidder will execute the attached Agreement and furnish a properly executed Performance and Payment Bond in the full amount of the contract price within ten (10) calendar days after notification of acceptance. Info-3 F The Owner reserves the right to retain the bid security of the three (3) lowest Bidders until the successful Bidder has signed and delivered the Agreement and furnished the required Performance and 'Payment Bond. Upon failure of the low Bidder to sign and deliver the Agreement and said bond, the second bid may accepted by the Owner; and upon failure of the second Bidder to provide the required documents, the third bid may be accepted. " Bid securities in the form of a certifiedcheckwill be returned after the canvass of bids, except those of the three (3) lowest Bidders, which will be retained andreturned within seven (7) days after the Agreement has been executed or other disposition made in accordance with the provisions stated herein. Bid Bonds will be returned in the same manner as certified checks, if the Bidder so requests. SUBMISSION OF PROPOSAL All Proposals must be submitted prior to the time and the- place prescribed in the Advertisement for, Bids. Proposals shall be submitted in a completely sealed envelope addressed to the Owner s with ,the nameofthe Bidder, the name of the improvement for which the"Proposal is beingsubmitted, and the time and date of the bid opening' plainly written on the outside of the envelope. Only Proposals from prequalified Bidders will be considered. " PREQUALIFICATION Contractor must be qualified in accordance with applicable parts of ORS 279 in order to enter into a Contract with the Owner. Bidders not currently prequalified by the Owner to perform the type and size of work described herein shall submit a completely executed Contractor's Prequalification Application to the Owner prior to, or at the time of, bid opening. MODIFICATION OR WITHDRAWAL OF PROPOSAL Bids may be withdrawn or modified at any time prior to opening upon written or telegraphic request of the Bidder. A request for modification should not reveal the bid price, but should indicate the amount of increase or decrease the Bidder wishes to make in a bid item or a total bid. No bid may be modified or withdrawn after any bid has been opened. REJECTION OF BIDS The Owner reserves the right to reject any and all bids. Bids may be rejected if they show any alteration of form, admissions not called for, conditions or alternate bids, irregularities of any kind, a clause in which the Bidder reserves the right to accept or reject a contract awarded to her/him, or if they are not in conformity with the law. Bids in which prices are obviously unbalanced may be rejected. Info-4 11 KIM 11111 PAN 1015M51 11:1 I I!i 1 Ja AWARD OF CONTRACT Within thirty (30) calendar days after the bid opening, the Owner will accept one, of the Proposals or will reject all Proposals. The acceptance will be by notice,_ in writing, mailed or delivered to the office designated on the Proposal. BASIS OF AWARD ' The 'Contract will be awarded to the lowest responsible Bidder which in the Owner's judgment will best serve the interest of the Owner. The Owner reserves the right to accept or reject any or all Proposals, and to waive any informalities or irregularities. PERFORMANCE AND PAYMENT BONDS Any Biddersubmittinga Proposal accepted by the Owner shall file with the Owner, at the time of execution of the Agreement, a Performance and Payment Bond of the form bound herewith in the full amount of the contract price, as secerity 'for the faithful Performance of the Agreement ,and the payment of all persons supplying labor and materials for ;the construction of the work, ' and to cover all guarantees against defective work or materials, or both, for a period of one (1) year after the date of 'final acceptance of the work by the Owner. The Surety company_ furnishing said bond shall have a sound'financial standing, shall be authorized to do business in the State of Oregon, and shall have a record of service satisfactory to the Owner. The Attorney-in-Fact (Resident Agent) who executes the bond must file with each bond a notarized and effectively dated copy of her/his power of attorney. EXECUTION OF CONTRACT Any Bidder submitting a Proposal accepted by the Owner shall, within ten (10) days after receiving notice of award, execute the Agreement, the form of which is hereto attached; and shall furnish to the Owner the Performance and Payment Bond. If the successful Bidder fails to comply with any of the requirements herein, the Owner may award the Contract to another Bidder and may claim from the bid security the difference between the successful Bidder's price and the next higher bid price up to the limit of the value of the bid security. TIME OF COMPLETION The bidder agrees to complete the project within 300 consecutive calendar days after the date of the notice to proceed. Info-5 3 LIQUIDATE DAMAGES If the Bidder is awarded the Contract and fails- to complete the work within the Time of Completion specified in this Information for Bidders, liquidated damages shall be paid to the Owner at the rate of-five hundred dollars (5500.00) per day for all work award- ed under one (1) contract until ,the work is complete. Sundays and legal holidays shall be excluded in determining days in default. a Info-6 t ryry PROPOSAL k FOR CONSTRUCTION OF DARTMOUTH EXTENSION STREET L.I.D. NO. '40 : To: City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 r` This Proposal is submitted as an offer by the undersigned to enter into contract with the City of Tigard, hereinafter referred to as the Owner, to furnish all labor, tools, equipment and materials and; perform all work required for construction of the Dartmouth Extension, Street L.I.D. No. 40 in accordance with the Contract Documents for said construction project, in consideration of the amounts stated in this Proposal. The undersigned agrees within ten (10) calendar days of receipt of written notice of acceptance of this Proposal by the Owner, to execute a contract agreement with the Owner ;and provide a Corporate Surety Performance and )' Payment Bond in the amount; of 100 percent of the awarded Contract. The Bidder declares by the signing of this Proposal that the provisions required by ORS 279.350 relating to prevailing wage rates shall be included in the Contract. The signing of this Proposal constitutes compliance. A separate statement is not required. PROPOSAL AMOUNTS ITEM AMOUNT FOR ITEM 2A CLEARING AND GRUBBING Clearing and grubbing, complete at a lump sum price of $ Prop-1 ITEM AY.OUFT FOR ITEM i 2B EXCAVATION AND EMBANKMENT Excavation 1,800 cu. yds. - , at a unit price of $ per cu. yd. Embankment, 6,000 cu. yds. at aunit price of $ per cu. yd. $ Subgrade stabilization -4,000 cu. yds. at a unit price of S per cu. yd. $ 2C SUBGRADE PREPARATION Subgrade preparation and compaction, 18,000 sq. yds. at a unit price' of $ Per sq. yd. $ Filter fabric, 6,000 sq. yds. at a unit price of $ per sq. yd. $ 2D TRENCH EXCAVATION AND BACKFILL Trench Excavation and Backfill for { Sanitary Sewer and Storm Drain ` pipe 18" and smaller P � 0-6 foot depth, 1,028 lin. ft. at a unit price of € $ per lin. ft. $ 6-8 foot depth, 550 lin. ft. at a unit price of (' $ per lin. ft. $ 8-10 foot depth, 2,630 lin. ft. at a unit price of $ per lin. ft. S E 10-12 foot depth, 420 lin. ft. at a unit price of $ per lin. ft. S j Prop-2 ITEM AMOUNT FOR ITEM Pipe 24" to 42" 0-6 foot depth, 106 Tin. ft. at a unit price of $ per lin., ft, $ Pipe 48" and larger 0-6 foot ,depth, 320 lin. ft. at a unit priceof z $ per lin. Et. $ Trench Excavation and Backfill for Water Line and Electrical Conduit Water line, 3,600 lin. ft. at a unit price of $ per lin. ft. $ Electrical conduit, 3,400 lin. ft. at a -unit price of r $ per lin. ft. $ ` 2E BASE AND LEVELING COURSES Base course, 11,000 tons w at a unit price of $ per ton $ Leveling course, 2,500 tons ` at a unit price of } $ per ton $ 2F ASPHALT CONCRETE Class B asphalt concrete 2,400 tons at a unit price of $ per ton $ Class C asphalt concrete 1,600 tons at a unit price of $ per ton $ 2G CONCRETE CURB AND GUTTER Concrete curb and gutter 1 7,000 lin. ft. at a unit price of $ per lin ft. S Prop-3 is ITEM AMOUNT' FOR- ITEM 2H CONCRETE SIDEWALK AND DRIVEWAY APPROACHES Sidewalks, 440 sq. ft. at a unit price of $ per sq. ft. $ ' Driveway approaches, 180 sq. ft. at a unit price of $ per sq`. ft. $ 2I PAVEMENT MARKING Pavementmarking, complete at a lump sum price of $ 2J MANHOLES Standard manhole Type A 2 each at a unit price of $ per each $ 3 Standard manhole Type B, 1 each at a unit price_of $ per each $ Standard shallow manhole, 3 each at a- unit price of $ per each $ Additional standard manhole depth, 38 lin. ft. at a unit price of $ per lin. ft. $ 2K CATCH BASINS Catch basins, 14 each at a unit price of $ per each $ j 2L STORM DRAIN INLET STRUCTURE Concrete inlet structure 30-inch storm drain, 1 each at a unit price of $ per each $ 2M SEEDING AND MULCHING Seeding and mulching, complete at a lump sum price of $ Prop-4 i ITEM AMOUNT FOR ITEM 2N STREET BARRICADES Street barricades, 2 each at a unit price of $ $ per each 15A WATER PIPE AND FITTINGS 6-inch water line, 350 lin. ft. at a unit price of $ per lin. ft, $ 12-inch water line, 3.500 lin. ft. at a unit price of $ per lin. ft. $ Cast iron fittings, 9,500 lbs. at a unit price of $ per lb. $ 12-inch tapping tee, 1 each at a unit price of $ per each $ 15B VALVES AND VALVE BOXES 6-inch gate valve, 76 each at a unit price of $ per each $ 12-inch gate valve, l each at a unit price of $ per each $ 12-inch butterfly valve, 7 each at a unit price of $ per each $ 15C FIRE HYDRANT ASSEMBLIES Fire hydrant assembly, 8 each at a unit price of $ per each $ 15D RELOCATE FIRE HYDRANT ASSEMBLY Relocate fire hydrant assembly, 1 each, at a unit price of $ per each $ Prop-5 ITEM AMOUNT FOR ITEM 15E ELECTRICAL CONDUITS 2-inch electrical conduit, 2,860 lin. ft. at a unit price of $ per lin. ft. $ 4-inch electrical conduit, 540 lin. ft. at :a unit price of $ per lin. ft. $ 2-inch 900-bend, 7 each at a unit price of $ per each 4-inch 900 bend, l each at a unit price of $ per each $ Pull box, 3 each at a unit price of $ per each $ 15F STORM DRAINS 10-inch pipe, 178 lin. ft. at a unit price of $ per lin. f t. $ 12-inch pipe, 424 lin. ft. at a unit price of $ per lin. ft. $ 15-inch pipe, 360 lin. ft. at a unit price of $ per lin. ft. $ 30-inch pipe, 106 lin. ft. at a unit price of i $ per lin. ft. $ 48-inch pipe, 320 lin. ft. at a unit price of $ per lin. ft. S Riprap, 15 cu. yds. at a unit price of per cu. yd. $ -- _t> lx Prop-6 ;a ITEM AMOUNT FOR ITEM 15G GRAVITY SEWER PIPE 8-inch sewer pipe, 3,080 lin. ft. at a unit price of $ per lin. ft. $ 6-inch tee fitting, 16 each at a unit price of $ per each $ 15H BUILDING SEWERS Trench excavation and backfill, 610 lin. ft. at a unit price of $ per lin, ft. $ 6-inch building sewer, 610 lin. ft. at a unit price of $ per lin. ft. $ 15I SUBDRAIN SYSTEM Trench excavation, 630 lin. ft. at a unit price of $ per lin. ft. $ 'Subdrain pipe and filter fabric, 630 lin. ft. at a unit price of $ per lin. ft. $ - -- Drain rock, 190 cu. yds. at a unit price of $ per cu. yd. $ 15J SUBDRAIN CLEANOUT Subdrain cleanout, 2 each at a unit price of $ per each $ 15A STREET LIGHTING Light fixtures, 900 Watt, 20 each at a unit price of $ per each $ Light poles, 30 ft. , 20 each at a unit price of $ per each $ TOTAL $ Drop-7 The undersignedagrees that if awarded the Contract, (s)he will commence work within ten (10) calendar days ' after the date of receipt of the written notice to proceed, and that (s)he will �. complete the work within '300 calendar days after receipt of said ., notice. Enclosed is a bid guarantee, consisting;of in the amount of ten percent (10%) of the total i amount. BUSINESS NAME OF BIDDER BUSINESS ADDRESS ACKNOWLEDGEMENT-FOR 'SOLE PROPRIETORSHIP OR PARTNERSHIP In witness hereto, undersigned ned has set hisorher hand this day of 19_ SIGNATURE OF BIDDER TITLE ACKNOWLEDGEMENT FOR CORPORATION In witness hereto, the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this: day of e 19 NAME OF CORPORATION SIGNATURE OF BIDDER TITLE ATTEST SECRETARY Prop-8 In AGREEMENT THIS AGREEMENT, made and entered into this day of - 19 , by and between hereinafter ` called the "Contractor, and the City of Tigard, hereinafter called the "Owner." WITNESSETH THAT: WHEREAS, pursuant to the invitation of the Owner , the Contractor did, in accordance therewith, on the day of 19 , file with the Owner a Proposal containing an offer; and WHEREAS, the Owner has heretofore determined that said offer was the best submitted; NOW, THEREFORE, IT IS AGREED: That the Contractor, shall comply in every way with the h requirements of those certain documents entitled : Contract Documents for Construction of Dartmouth Extension, Street L.I.D. No. .40. i ful compliance with the terms and That, in consideration of faith conditions of this Agreement, the Owner shall pay to the Contractor at the times and in the manner provided in said Contract Documents the total sum of which sum is subject, however, to increase or decrease in, such proportion as the quantities named in said Proposal are so changed, all in conformance with said Contract Documents. That the time of completion is 300 consecutive calendar days. That the Contract Documents are hereby made a part of this Agreement by actual attachment. The Contractors to indemnify and hold harmless the Owner from any and all defects appearing or developing in the materials furnished and the work performed under this Contract for a period of one (1) year after date of acceptance of the work by the Owner. The Contractor agrees to fully comply with the provisions of ORS 279.348 through 279.356 relating to prevailing wage rates, which part of this Contract by reference as though provisions are made a fully set forth herein. r Agree-1 r IN "WITNESS WHEREOF, said Contractor and said Owner have caused this -Agreement to be executed on the day and year first above written Contractor 4 By Title (Seal)` City of_Tigard Owner By a Title '+ Approved as to form: A -Attorney at Law r E� Agree-2 PERFORMANCE AND PAYMENT BOND KNOW ALL BY THESE PRESENTS, that we, as- Principal, and a corporation, duly authorized to do business in tFie State of as Surety, are, jointly and severally held and bound unto the City of Tigard in the sum of for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns, firmly by these presents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS , the Principal herein on the day of 19 , entered into an agreement with, the City of Tigard, the Obligee herein, the complete terms and conditions of which are contained_ in the document entitled "Contract Documents for Construction of the Dartmouth Extension, Street L.I.D. No. 40,11 all as hereto attached and made a part hereof, whereby said Principal undertakes to do all labor, furnish all plant and equipment, and furnish all material in accordance with all the terms and conditions set forth in said Contract Documents; and promptly to make payment for all labor, services, and material and pay sums due for industrial accident insurance; and to save harmless the Obligee from any claims for damages or injury to property or persons arising by reason of said work, as set out more fully in said Contract Documents; and to do and perform all things in said Contract Documents required, in the time and manner and under the terms and conditions therein set forth; and in conformity with all laws, state and national, applicable thereto. NOW, THEREFORE, if said Principal herein shall promptly pay all persons furnishing labor, services, material or insurance to said Principal, or to her/his subcontractors, or to their assigns, on or about said work; and shall save harmless the Obligee, its officers and agents, from all claims therefor, or from any claim for damages or injury to property or persons arising by reason of said work; and shall in the time and manner, and under the terms and conditions prescribed, well and faithfully do, perform, and furnish all matters and things as by them in said Contract undertaken, and as by law, state and national prescribed, then this obligation shall be void, but otherwise it shall remain in full force and effect. PROVIDED, HOWEVER, that this Bond is subject to the following further conditions: P&P-1 Y' IOWA f All material suppliers and all Persons who shall suPP3Y suchh(a) laborers, mechanics of subcontractors with material, supplies, or provisions for carrying on such work, shall have a direct right of action against the Principal and Surety on this Bond, second only to the right of the Obligee under this Bond, which right of action shall be asserted in proceedings instituted in the appropriate court of the State of Oregon, and insofar as permitted by the; laws of Oregon, such right of action shall be asserted in a proceeding instituted in the name of the Obligee to the use and benefit of j the person, firm or corporation instituting such `action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corporation having a claim hereunder shall have the right to be made a party to such proceeding (but not later than one year ' after the complete performance of said Contractand final settlement and judgment rendered thereon) . I ` (b) Innoevent shall the Surety be liable for a greater sum than " theenalt of this Bond, or subject to any suit, action, or P Y proceeding thereon that is instituted later than the period of time allowed- by the applicable State or Federal regulation after the complete performance of said Contract and final settlement thereof. (c) Said Surety, for value received,`hereby stipulates and agrees that no change, extensiono , f time alteration, or addition to the terms of the Contract or to the work to be performed thereunder or „ ? the specifications accompanying the same shall in any way affect its obligations on this Bond, ;and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the specifications. IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in quadruplicate, this day of I; 19_ r Principal ( By Title Countersigned Surety By Resident Agent Title P&P-2 r µ b. } t:. w GENERAL CONDITIONS a ENERAL CONDITIONS contain contractual- Articles that .legal These G responsibility, ' 1 during the construction and war- establish the requirements and conditions governing re rented. establish and procedures that app Y �. santyperiod. This _part of ,the Contract Documents is preprinted Any modifications to the follow inbe�madexin the es tSPECIAL are eCONDITIONS. cial to th A y project ;under consideration will b project are as set forth Requirements and conditionsthat thPscial projsignificance to t e Contract for-the-contemp s in;the remaining sections of these Contract Documents. � h A. DEFINITIONS ' terms are used, f Wherever in the Contract Documents beeinterpretedlas follows: the intent and mea g AS APPROVED. The 'words "as approved", unless otherwise A-1. bunderstood to be followed by the a. 'qualified, shall e words "by the Engineer" • partnership, firm, or A-2. BIDDER. The 'person or persons, corporation submitting a Proposal for the work contem- plated in the Contract Documents. A-3, CONTRACT. The "Contract" is the written agreement cov- : ening the performance of the work and the furnishing of labor, materialin tion of the work- Ittal services, l includes, andgsup- ment in the cons amending or extending the work coII- plemental agreements the work templated and which may be required to complete plemental k in a substantial and acceptable manner. alterations, agreements are written agreements covering amendments, or extensions to the Contract and include Contract Change Orders. CONTRACT DOCUMENTS. The Contract Documents consist of A-4. the Information for Bidders, . Hie' A vertesement or Bids, the Performance and Payment the Proposal, the Contract, the Bond, the General Conditions, the Special Conditions► all Pla including d the Technical Specifications, aintonthe Docume t be- modifications thereof incorporated fore their execution. These form the Contract. A_5, CONTRACTOR. The person or persons, partnership, firm, or into a Contract with the Owner. corporation who enters ? and every day shown on the calen- A-6. DAY. Calendar day, any s included. car, Sundays and Holiday Gen. Cond. -1- A-7. ENGINEER. Wherever the word "Engineer" occurs in these Contract Documents, the word shall signify the firm of R.A. Wright Engineering, Inc. , its employees, or assigns. A-8. NOTICE. The term "Notice" shall signify a written commu- nication delivered in person or by certified or register- ed mail to the individual or to a member .of the firm or to an officer of the corporation for whom it is intended. Certified or registered mail shall be addressed to the last business address known to her/him who gives ,the notice.' A-9`. OR EQUAL. The term "or equal shall be understood to in- dicate =that the "equal" product is the same or better than the product named in, function, performance, relia- bility, quality, and general configuration. Determina- tion of equality in reference to the project design re- quirements will be made by the Engineer.' Such "equal" products shall not be purchased or installled by the Con- tractor without the Engineer's written approval. A-10. OWNER. The person, organization, or public body identi- I ied as such in the Contract Documents. A-11. SUBSTANTIAL COMPLETION. "Substantial completion" shall be that degree of completion of the project or a defined I ' portion of the'project, sufficient to provide the Owner, at the Owner's discretion, the full-"time use of the pro ject or 'defined portion of the project for the purposes for which it was intended. A-•12. WORK. The 'word "Work" within these Contract Documents shall include all material, labor, tools, and all appli- ances, machinery, transportation, and appurtenances "nec- essary to perform and complete the Contract, and such additional items not specifically indicated or described I which can be reasonably inferred as belonging to the item described or indicated and as required by good practice to provide a complete and satisfactory system or struc 1_t ture. B. CONTRACT DOCUMENTS B-1. INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complimentary and what is called for by any one shall be as binding as if called for by all. The intent of the Documents is to include all work (except specific items to be furnished by the Owner) , necessary for completion of the Contract. Materials or work described in words which so applied have a well-known technical and trade meaning shall be held to refer to such recognized ,r standards. Gen. Cond. -2- B-2. DISCREPANCIES AND OMISSIONS.< Any discrepancies' or omis- sions found in the Contract Documents shall be reported to the Engineer immediately. The Engineer will clarify discrepancies or `omissions, ' in writing, within a reason- able time. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall_be- given in the following order:' Contract . Special Conditions General Conditions Technical Specifications Plans Standard Specifications Standard Details Figure 'dimensions on Plans shall take precedence over scale dimensions. B-3. ALTERATIONS. The Owner, without invalidating the Con- tract, may order extra work or 'make changes by altering, adding to, or deducting from the work, the Contract being adjusted accordingly. All such work shall be executed under the conditions of the original Contract, except as specifically adjusted at the time of ordering such : change. In giving instructions, the Engineer may order minor changes in the work not involving extra cost and not in- ` consistent with the purposes of the structure; but other wise, except in an emergency endangering life or proper- ty, extra work or deductions from the work shall be per- formed only in pursuance of a written order from the Own- er, signed or countersigned by the Engineer, or a written order from the Engineer stating that the Owner has auth- orized the deduction, extra work, or change; and no claim for additional payment shall be valid unless so ordered. If the work is reduced by alterations, such action shall not constitute a claim for damages based on loss of an- ticipated profits. B-4. VERIFICATION OF WORK. The Contractor shall determine the nature and locatron of the work, the general and local conditions, and all other matters which can in any way affect the work under this Contract. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of this Con- Ig tract. 5 ` Gen. Cond. -3- B-5. VERBAL AGREEMENTS. The Contractor currants that no verb- 1 1 agreement or conversation with any officer, agent, or =r employee of the Owner, either;before or after the execu- tion of this Contract, has affected or modified any of the terms or obligations herein contained. B-6. DOCUMENTS TO BE KEPT ON THE JOBSITE. The Contractor 9 shall keep one (1) copy of the Contract Documents on the jobsite, `in good order, available to the Engineer and to , her/his representatives. B-7. CONTRACT DOCUMENTS TO BE FURNISHED. The Engineer will furnish to the Contractor, on request and free of charge, six (6) copies of the Contract Documents and six (6) sets of full-size Plans or a sepia of the tracing. Additional ` copies of Contract Documents or Plans may be obtained on request by paying the actual cost of reproducing the Con- tract Documents or Plans B-S. OWNERSHIP OF DRAWINGS. All Plans, Drawings, Specifica- tions, and copies thereof furnished by the Engineer are >. her/his property. They ,are not to be used on other work and, with the exception of the signed Contract set, are to be returned to the Engineer on request at the comple- tion of the work. Any reuse of these materials without specific written verification or adaptation by the 'Engi- 'neer will be at the risk of the user and without liabili- ty or legal expense to the Engineer. All models are the : property of the Owner. C. THE ENGINEER C-1. AUTHORITY OF THE ENGINEER. The Engineer shall be the F Owner's representative during the construction period. ' The Engineer's authority and responsibility shall be limited to the provisions set forth in these Contract I Documents. The Engineer shall have the authority to reject all work and materials and to stop the work when- ever such rejection and/or stoppage may be necessary to . insure execution of the Contract in accordance with the iintent of the Contract Documents. C-2. DUTIES AND RESPONSIBILITIES OF THE ENGINEER. The Engi- neer shall make periodic visits to the site of the pro- ject to observe the progress and quality of the work and to determine, in general, if the work is proceeding in accordance with the intent of the Contract Document. (S)He shall not be required to make comprehensive or continuous inspections to check quality or quantity of the work, and (s)he shall not be responsible for con- struction means , methods, techniques, sequences, or procedures, or for safety precautions and programs in Gena Cond. -4- tr connection with the work. Visits and observations `made . by the Engineer shall not 'relieve the Contractor of x her/his obligation to conduct comprehensive inspections of the work and to furnish materials and perform acceptable work, and to provide adequate safety precautions, in, conformance with the intent of the Contract. The Engineer shall make decisions, in writing, on all claims of the Owner or the Contractor arising from inter- pretation or execution of the Contract Documents.- Such g, decision shall be necessary before the Contractor can receive additional money 'under terms of the Contract. Changes in work or extra workordered by theEngineer shall be made in compliance with Article B-3 of the Gen- eral Conditions. One or more _inspectors may be assigned to observe the t work and to act in matters of construction' under this Contract. It is understood that such inspectors shall have the power to issue instructions and make decisions within the limitations of the authority of the Engineer. Such inspection shall not relieve the -Contractor of her/his obligations to conduct comprehensive inspections of the work and to furnish materials and perform accept- able work, and to provide adequate safety precautions, in conformance with the intent of the Contract. . b C-3. REJECTED MATERIAL. Any material condemned or rejected by the Engineer or her/his authorized inspector because of F nonconformity with the Contract Documents -shall be re- moved at once from the vicinity of the work by the Con- tractor at the Contractor's own expense, and the same shall not be used on the work. z C-4. UNNOTICED DEFECTS. Any defective work or material that may be discovered by the Engineer before the final ac- ceptance of work, or before final payment has been made, or during the guarantee period, shall be removed and re- placed by work and materials which shall conform to the provisions of the Contract Documents. Failure on the part of the Engineer to condemn or reject bad or inferior work or materials shall not be construed to imply accept- ance of such work or materials. k C-5. RIGHT TO RETAIN IMPERFECT WORK. If any part or portion of the worR done or materials furnished under this Con- tract shall prove defective and not in accordance with the Plans and Specifications, and if the imperfection in the same shall not be of sufficient magnitude or as to make the work dangerous or undesirable, or if the removal of such work will create conditions which are dangerous or undesirable, the Owner shall have the right and au- thority to retain such work but shall make such deduc- tions in the final payment therefore as may be just and reasonable. Gen. Cond. -5- f v i C-6. LINES AND GRADES. Lines and grades shall ,be established ,3 as provided in the Special Conditions. The Contractor ID shall make every effort to notify the Engineer at least three (3) days in advance of the time when the line and d= grade will be needed. The Contractor will not be allowed extensions of time because of delays caused by"insuffici- ent line and grade. All stakes, marks, and other infor- mation shall nfor-mation ' shall be carefully preserved by the Contractor; z and in cases of their careless or unnecessary destruction or removal, by the Contractor or her/his employees, such :. stakes, marks, and other information shallbe replaced by the Engineer at the Contractor's expense. The Contractor 3 shall be responsible for the transfer to the structure of the lines and grades as set by the Engineer. The Contractor shall ' inform the Engineer of any errors k or suspected errors discovered in the placement of con- struction stakes, bench marks, base lines or other survey F or site location data. Any loss, damage or delay to the work resulting from such errors or suspected errors of which the Engineer ,was not informed by the Contractor shall be born by the Contractor. C-7. SHOP DRAWING. The Contractor shall submit, in quadrupli- cate, , to' ,t a Engineer for the Engineer's review, such . shop ;drawings and/or catalog cuts for fabricated ' items a and manufactured items (including mechanical and electri- cal equipment) required for the construction. Drawings shall be submitted in sufficient time to allow the Engi- neer not less thanten (10) regular working days for ex- g amining the drawings. These drawings shall be accurate, distinct, :and complete, and shall containallrequired information, including satisfactory identification of items, units, and assemblies in relation to the Plans and Technical Specifications. k. Unless otherwise approved by the Engineer, shop drawings shall be submitted only by the Contractor, who shall in- dicate by a signed stamp on the drawings, or other ap- proved means, that the Contractor has checked the shop drawings, and that the work shown is in accordance with Contract requirements and has been checked for dimensions and relationship with work of all other trades involved. The practice of submitting incomplete or unchecked shop drawings for the Engineer to correct or finish will not be acceptable; and shop drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not com- plying with the intent of the Contract Documents and will g' be returned to the Contractor for resubmission in the proper form. c { Gen, Cond. -6- I NEI F I When the shop drawings have been reviewed 'by the Eng r= neer, two (2) sets of submittals will be returned to the or changes or Contractor appropriately the drawing may or with stamped. If mai be rejected corrections are necessary, , and one (1) 'set will be returned to the Contract such changes or corrections indicated, dS heinonquadrur shall correct and resubmit the drawing the Engineer. No plicate, unless otherwise directed by the Contractor to resubmitted changes shall be made by indicated by the shop drawings other than those changes Engineer. The review of such drawing s and catalog cuts by the Engi- f neer shall not relieve t o Contrfabricatactor from r m resdospaceibiirey ns for correct dimensions, quirements, or for d unless1athenContractor has calleds from the Plans or cattenl r Specificat r a letter accompany- tion to such deviations in writing' bY .roves 'the change or the drawings and the Engineer app ingithe drations in writing at the time of ;submission; ,nor the Engineer relieve the Contractor drawings. Whenf rom shall review by he shopthe � g responsibility for errors in t € Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his/her letter 'whether of not such deviations involve any deduction or extra cost adjustment. CTIONS. The Engineer ;will C_g; DETAIL DRAWINGS AND YNSTRadditional instruc- furnish, with reasonable promptness, tions by means of drawings or otherwise, if, in the xec - neer's opinion, such are required for the proper execu- tion of the work. All such drawings and instructions L de- will be consistent with the Contract Documents, true velopments thereof, and reasonably inferable therefrom. i3 i D, THE CONTRACTOR AND THE CONTRACTOR'S EMPLOYEES of SUBCONTRACTING. Within 30 days after the executionneer D-1 L- t e Contract, the Contractor shall submittfo h the work, the names of all subcontractors Proposed tors that - including the names of any T1 ec Contractor shall notsub with the Proposal. Engineer may object to ploy any subcontractors that the perform work of the as lacking capability to properly be type and scope ages nticipated. to=° listnwithoutwillapprovalwof from the approved subcontrac the Engineer. a Gen. Cond. -7- The Contractor agrees that (s)he is as fully responsible to the Owner for the acts and omissions of her/his sub- , contractors and of persons either directly or indirectly employed by ahem as _the ,Contractor is for the acts and . omissions of persons directly employed by her/him. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. D-2. PERFORMANCE AND PAYMENT BOND. The Contractor shall furn- ish a surety bond of the form included herewith, in an amount at least equal to the total amount of the Propo- sal, as security for the faithful performance of the Con- tract and the payment of all persons supplyinglabor and materials for the construction of the work, and to cover , all guarantees against defective work or materials, or both, for a period" of one (1) year after the date of final acceptance of the work by the Owner. Said bond shall be issued by a surety company authorized to issue ,, such bonds in the state of Oregon and must, in all .re- spects, be satisfactory and acceptable to the Owner. D-3. INSURANCE. The Contractor shall provide the insurance coverage designated hereinafterandpay all costs. a. Contractor 's and Subcontractor's Insurance. The Contractor shall not commence: work under this Con- tract until the Contractor has obtained all the in- surance required hereunder and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on the sub- contract until all similar insurance required of the subcontractor has been so obtained and approved. Ap- f ' proval of the insurance by the Owner shall not re- lieve or decrease the liability of the Contractor hereunder. b Compensation and Employer's Liability Insurance. The Contractor shall take out and maintain during the life of this Contract the statutory Worker's Compen- sation and Employer's Liability Insurance for all of her/his employees to be engaged in work on the pro- ) .. ject under this Contract and, in case any such work is sublet, the Contractor shall require the subcon- tractor similarly to provide Worker's Compensation and Employer's Liability Insurance for all of the latter's employees to be engaged in such work. c Public Liability and Property Damage Liability Insur- ance. The Contractor shall take out and maintain during the life of this Contract such Public Liabili- ty and Property Damage Liability Insurance and Auto- mobile Public Liability and Property Damage Liability Gen. Cond. -E- i Insurance as shall protect the Contractor, the Owner, the Engineer, and any subcontractor performing work covered by this Contract from claims for damages for personal injury, including accidental death, as well ` as from claims for property damage, which may arise from operations under this Contract, whether such operations be by the Contractor or by any subcon- tractor or by anyonedirectlyor indirectly employed s by either of them, and the amounts of such insurance` shall be not less than: (1) Public Liability Insurance in an amount not less' than One Million ' Dollars ($1;000,000.00) for injuries, including wrongful death to any one person; and subject to the same limit for each person in an amount not less than Two Million Dollars ($2,000,000.00) for each occurrence. (2) Property Damage Liability Insurance in an amount not less than One Million Dollars ($1,000,000.00) for damages for each occurrence The Contractor's Public Liability Insurance and Pro- perty 'Damage Liability Insurance shall provide the primary coverage on all claims arising out of the performance of the Contract, and; shall name the Own- er, its officers, agents, and employees, and the En- gineer as additional named insureds therein. d. State Highway Department Insurance Coverage. When ' tHe constructionisto be accomplished within the right-of-way' of the Oregon' State Highway' Department or on 'lands over which they have direct or indirect control, the Contractor's Liability Insurance Policy shall contain the following endorsement: "The State of Oregon, the State Highway Com- mission and members thereof, its officers, fa agents, and employees are hereby included as named insureds in the herein numbered policy, except as to claims against the primary named insured for injury to their persons or damage to any of its or their property. "Cancellation of this endorsement or of the policy to which it is attached may be effect- ed by agreement of the parties hereto, or by the company or the primary named insured giv- ing not less than thirty (30) days' notice in writing and by certified mail to the Director of Permits, Room 121, State Highway Building, Salem, Oregon; said notice to commence to run from the date notice is actually received, at said office. Gen. Cond. -9 { "The limits of liability of the company for the operations of the insured in construction operations on the right-of-way of State High- ; ways shall be as follows: Bodily Injury Liability Each Person $100,000 Each Accident $300,000 Property Damage Liability - Each Occurrence $100,000 { "Limits provided herein are the minimum lim- its required by the Oregon State Highway Com- mission and shall in no way be considered a reduction in limits as originally provided in this policy." (. e. Fire Insurance. Fire insurance coverage, if re- quired, shall be set forth in the Special Condi- tions. f. Builders Risk All Risk Insurance. Unless otherwise modified in the SPECIAL CONDITIONS, the Contractor I shall secure and maintain during the fife of ,this f contract, Builders Risk All Risk Insurance coverage for 100 percent of the Contract Amount. Such insurance shall not exclude coverage for earthquake, landslide, flood, collapse, or loss due to _ the results of faulty work and shall provide for losses to be paid to the Contractor and the Owner as their s interests may appear.g. ' Insurance Coverage for Special Conditions. When the construction is to be accomplished within a public or private right-of-way requiring special insurance k coverage, the Contractor shall conform to the par- ticular requirements and provide the required insur- ance. The Contractor shall include in his/her I liability policy all endorsements that the said I authority may require for the protection of the authority, its officers, agents, and employees. Insurance coverage for special conditions , when I required, shall be provided as set forth in the SPECIAL CONDITIONS. I h. No Personal Liability of Public Officials. In car- rying ar rying out any of the provisions hereoY 1n exercising any authority granted by the Contract, there will. be ? no personal liability upon any public official. c Gen. Cond. -10- i. Certificates of Insurance. Before commencing work under this Contract, Contractor shall furnish the owner with certificates of insurance specified here- in showing the type, amount, class of operation cov- ered, effective dates, and date of expiration of policies, and containing substantially the following statement: "The insurance covered by this certificate will now ",e cancelled or materially altered, except aver ten (10) days' written notice has been received by the Owner." D-4. PERMITS AND LICENSES. The Contractor shall keep her/ himself fully-informed of all local ordinances, State and Federal :laws in any manner affecting, the work herein j specified. The Contractor shall at all times comply with said ordinances, laws, and regulations, and protect and indemnify the Owner and its officers and agents against any claim or liability' arising from or based on the vio lation of any such laws, ordinances, or regulations. All permits, licenses, and inspection fees necessary for pro- secution and completion of the work shall be secured and paid for by the Contractor, unless otherwise specified. D-5. SUPERINTENDENCE. The Contractor shall keep on the work, during its progress, competent supervisory personnel. The Contractor "shall give efficient supervision to the work, using her/his best skill and attention. The Con- tractor shall be solely responsible for all construction s# means, methods, techniques, and procedures, and forpro viding adequate safety ,precautions and coordinating all portions of the work under the Contract. D-6. RECEPTION OF ENGINEER'S DIRECTIONS. The superintendent, or other duly authorized representative of the Contract- or, shall represent the Contractor and all directions given to her/him by the Engineer shall be binding. Such directions of major importance will be confirmed in writ- ing. Any direction will be so confirmed in each case on written request from the Contractor. D-7. SANITATION. Sanitary conveniences shall be erected and maintained by the Contractor at all times while personnel are employed on the work; and the use of such sanitary conveniences shall be strictly enforced. The location of such conveniences shall be approved by the Engineer. D-8. EMPLOYEES. The Contractor shall employ only competent, skillful personnel to do the work; and whenever any per- son shall appear to be incompetent or to act in a disor- derly or improper manner, such person shall be removed from the work. Gena Cond. -11- D-9. REQUIREMENTS OF OREGON LAW FOR PUBLIC CONTRACTS. When the Contract Documents concern public works of the State or any county, municipality, or political subdivision created by its laws, the applicable statutes of the State of Oregon shall .apply. For this reason, ,Sections 279.310 through 279.356 of the Oregon Revised Statutes, ;as amended or superseded, including the latest additions and revisions, are incorporated by ,reference as parts of these Contract Documents. These sections define the requirements of Oregon law for public contracts: _ a. Concerning payment of laborers and suppliers, con- :. tributions to State Accident Insurance Fund (SAIF) , preventions of 'liens, payment of withholding taxes. b. Concerning the maximum hours of labor, payment of not less than the prevailing rate of wages, payment of medical care and attention to ,employees, certifica- tion of ,wages by contractors and subcontractors; lia- bility to workers- for violation of minimum wage rate requirements. , c. Concerning payment of claims by public officers, ter- mination of Contract because of a national emergency, conditions concerning the forfeiture of Contract. It is understood and agreed that all parties to ,this Con- tract ,shall determiner the contents of these applicable statutes and comply with their provisions throughout the performance of the Contract. D-10. SAFETY PRECAUTIONS. The Contractors shall take all nec- essary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State, and municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is be- ing performed. The Contractor shall, without further order, provide and maintain at all times during the pro- gress or temporary suspension of the work, suitable bar- ricades, fences, signs, signal lights, and flaggers as are necessary or required to insure the safety of the public and those engaged in the work. The operations of the Contractor, for the protection of persons, and the guarding against hazards from machinery and equipment, a shall meet the requirements of the applicable State laws and the current safety regulations as set forth in the Oregon Safety Codes adopted and published by the Work- er's Compensation Board, Salem, Oregon. My i Gen. Cond. -12 The Contractor shall be solely and completely responsible �, or; condition of the premises on which the work is per- formed and for safety of all persons _or, property on the site during performance forman o ce f the Contract. This require- to shall not be limited to normalworking hours but shall apply continuously. The Contractor shall conform r with all governing safety regulations. The duty of the Engineer to conduct construction review of the Contractor's performance is ,not intended to in- clude a' review or approval of the adequacy of the Con- tractor's safety measures taken in, on, or near the construction site. D-11. PROTECTION OF PROPERTY. g a Protection of Work and Property. _The Contractor shall at;all times safely guard the Owner's property from injury or loss in connection with this Contract. The Contractor shall at all times safely guard and protect her/his own work, and that of adjacent 'prop- erty from- damage. All passageways, guard fences, Tights,-and- other facilities required for protection by State or municipal laws and regulations and local conditions, :must be provided and maintained. b. Responsibility of Contractor to Act in Emergency. In � case of an emergency which threatens loss or injury of property, and/or safety of 'life, the Contractor shall act, without previous instructions from the ` Owner or Engineer, as the situation may warrant. The Contractor shall notify the Engineer thereof immedi- ately thereaf ter. mmediately' thereafter. Any compensation claimed by the Contractor, together with substantiating documents in regard to expense, shall be submitted to the Owner through the Engineer and the amount of compensation i shall be determined by agreement or arbitration. D-12. MATERIALS AND APPLIANCES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transporta- I tion, and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new ( { and both work and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. I In selecting and/or approving equipment for installation in the project, the Owner and Engineer assume no responsibility for injury or claims resulting from failure of the equipment to comply with applicable 611 �. Gen. Cond. -13- national, state, and local safety codes or requirements, I � or the safety requirements of a recognized agency, or failure due to faulty design concepts, or defective work and materials. i." D-13. CONTRACTORS ' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS. The completed E work shall include 511 necessary permanent safety devices, such as' machinery guards and similar ordinary safety items required by State and Federal (OSHA) industrialauthoritiesand _applicable local and national codes. Further, , any features of the work (including �.� Owner-select equipment) subject to such safety regulations shall be fabricated, furnished, and installed n, in with these requirements. Contractors and n manufacturers of equipment shall be held responsible for compliance with the requirements included herein. Contractors shall notify all equipment suppliers and y subcontractors of the provisions of this Article. D-14 .ACCESS. AND MATERIALS FOR INSPECTION. The Contractor shall ' furnish, without extra charge, -the necessary test .r pieces and -samples, including facilities and labor for obtaining the same, as requested by the Engineer. When required, the Contractor shall furnish certificates of tests of materials and equipment made at the point of manufacture by a recognized testing laboratory. The Engineer' and her/his representatives shall at all E times have access to the work wherever it is in prepar- ation or progress, and the Contractor shall provide' fa- cilities for such access and for inspection, including maintenance ,of temporary and permanent access. If the Specifications, the Engineer's instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give timely notice of its readiness for inspection. In- { spections to be conducted by the Engineer will be prompt- ly made, and where practicable, at the source of supply. If any work should be covered up without approval or con- sent on sent of the Engineer, it shall, if required by the Engi- neer, be uncovered for examination at the Contractor's } expense. } 13 Re-examination of questioned work may be ordered by the r Engineer, and if so ordered, the work shall be uncovered i by the Contractor. If such work be found in accordance with the Contract Documents, the owner will pay the cost � of re-examination and replacement. !L such work be found 4 not in accordance with the Contract Documents, the Con tractor shall correct the defective work at no additional i cost to the Owner. �i a . Gen. Cond. -14- D-15. ROYALTIES AND PATENTS. The Contractor 'shall. pay all roy- alty an icense ees, ;unless .otherwise specified. The Contractor shall defend all suits or claims for infringe- ment of any :patent rights and shall hold the Owner and the Engineer harmless from loss on account thereof. D-16. INDEMNITY. The Contractor shall indemnify, hold harm- less, an defend the .Owner and the Engineer from and - against all costs, expenses, and losses and all -claims, demands, payments, suits, actions, recoveries, and judge- ments of every nature and description made, brought, or 'z recovered against the Owner by reason of any act or omis- sion of the Contractor, her/his agents or employees, or by her/his subcontractors or their employees, in the exe- cution of the work or in guarding the same. o- D-17. TAXES AND CHARGES. The Contractor shall withhold and pay any and all withholding taxes, whether State or Federal; and pay all Social Security; charges and also all State Unemployment Compensation charges; and payor cause to be withheld, as the case may be, ,any and all taxes, charges, or fees or sums whatsoever, which ase` now or' may here after be required to be paid or withheld under any,laws. D-18. UNFORESEEN DIFFICULTIES. The Contractor shall protect her/his work and materials from damage due to the nature of the work, the elements, carelessness of other con tractors', or from any cause whatever until the completion Y and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these Con- tract Documents, or from any unseen- obstruction or de- fects which efects `which may be encountered in the prosecution of the work, or from the action of the elements shall be sus- tained by the Contractor. D-19. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT. If the work should be stopped under an order of any court or other public authority for a period of three (3) months, through no act or fault of the Contractor or of anyone employed by the Contractor; or if the Engineer should fail to issue any estimate for payment within fif- teen (15) days after it is due; or if the Owner should fail to pay the Contractor within thirty (30) days after the time specified in Article F-1 of these General Condi- tions any sum certified by the Engineer, then the Con- tractor may, upon fifteen (15) days' written notice to the Owner and the Engineer, stop work or terminate this Contract and recover from the Owner payment for all work executed and any loss sustained upon any plant or materi- al and reasonable profit, unless said default has been remedied within said time. Gen. Cond. -15- D-20. CORRECTION OF DEFECTIVE WORK AFTER FINAL ACCEPTANCE. Al]. work, including the design of mechanical and electrical components of equipment and/or design of packaged control systems which are furnished as a component of equipment, shall be guaranteed for a periodofone .(1) year against. defects in materials and work. The Contractor hereby agrees to make, at her/his own expense, all repairs or replacements necessitated by defects in materials or work supplied by the Contractor that become evident within one (?) year after the date of final acceptance of the work. The Contractor also agrees to hold :the Owner harmless from liability of any kind arising from damage due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written orders for same from the Owner. If the Contractor fails to make the repairs and replacements promptly, the Ownermay do the work, and the Contractor and her/his Surety shall be liable for the cost thereof. Any additional requirements for the project relative to correction of defective work after final acceptance are set forth in the Special Conditions. E PROGRESS OF THE WORK. E-1. BEGINNING OF THE WORK. Before work shall be started and materials ordered,' the Contractor shall meetandconsult with the Engineer relative to materials, _equipment, and all arrangements for prosecuting_ the work. E-2. SCHEDULES AND PROGRESS REPORTS. Prior to starting the r 'construction, ; the Contractor shall furnish the Engineer r for her/his approval, if requested, a schedule or sched- ules of expected progress of the work under the Contract showing approximately the dates on which each part or di- vision of the work is expected to be started and finish- ed. The progress schedules shall be submitted regularly and shall cover a time period satisfactory to the Engi- neer. The Contractor shall also forward to the Engineer, if requested, as soon as practicable after the first day of each month, a summary report of the progress of the various parts of the work under the Contract in the shops and in the field, stating the existing status, rate of progress, estimated time of completion, and cause of de- lay, if any. E-3. PROSECUTION OF THE WORK. It is expressly understood and agreed that the time of beginning, rate of progress, and time of completion of the work are of the essence of this Contract. The work shall be prosecuted at such time, and in or on such part or parts of the project as may be re- quired, to complete the project as contemplated in the Contract Documents and the approved construction ached- ule. Gen. Cond. -16- F� ' t a I 2 i If the Contractor desires to carry on work at night or { outside the regular hours, the Contractor shall give timely notice- to the Engineer to allow satisfactory ar- rangements to be made for inspecting the workin pro- �.: gress. E-4. ASSIGNMENT. Neither party to the Contract shall assign the Contract .or sublet more than fifty (50�) percent of the contract amount without the written consent of the - other; nor shall the Contractor assign any monies due or to become due to her/him hereunder without the 'previous � . written consent of the Owner. E-5. OWNER'S RIGHT TO DO WORK. If the Contractor should, in the opinion of the, Engineer, neglect to prosecute the work properly or should neglect or refuse at her/his own cost to take up and replace work as 'shall have been re jected by the Engineer, then the Owner shall notify the I, Surety Company of the condition, and after ten (10) days' written notice to the Contractor and the Surety Company, or without notice if an emergency or danger to the work � r or public exists, and without prejudice to any other right which the Owner may have under the Contract, take over that portion of the work which has been improperly executed and make good the deficiencies and deduct the cost thereof from the payments then or thereafter due the Contractor. E-6 OWNER'S RIGHT TO TRANSFER EMPLOYMENT. If the Contractor should be adjudged _a bankrupt; or if the 'Contractor 4 should make a general' assignment for the benefit of her/his creditors; or if a receiver should be appointed on account of the Contractor's insolvency; ` or if the Contractor should persistently or repeatedly refuse or should fail, except in cases for which extension of time if provided, to supply enough properly skilled workers or proper materials; or if the Contractor should fail to make prompt payment to subcontractors or for material or labor; or persistently disregard laws, ordinances, or the instructions of the Engineer; or otherwise be guilty of a Y substantial violation of any provision of the Contract or r any laws or ordinances; then the Owner, if sufficient cause exists to justify such action, may without pre- judice to any other right or remedy, and after giving the Contractor and Surety seven (7) days' written notice, transfer the employment for said work from the Contractor to the Surety. Upon receipt of such notice, such Surety Y shall enter upon the premises and take possession of all d' materials, tools, and appliances thereon for the purpose of completing the work included under this Contract and employ, by contract or otherwise, any person or persons to finish the work and provide the materials therefor without termination of the continuing full force and ef- Gen. Cond. -17- feet of this Contract. In case of such transfer of em- ployment to such Surety, the Surety shall be paid in its ON own name on estimates according to the terms hereof with- out any right of the Contractor to make any claim for the same or any part thereof. . In lieu of the foregoing, if the Owner so elects, the Owner may terminate the employment of the Contractor and :a take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method the Owner may deem expedient. In such cane, the Contractor shall not be entitled to receive any further payment until the work is finished. If the ex- pense of completing the Contract, including compensation for additional managerial and administrative services, . shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. f E-7. DELAYS AND EXTENSION OF TIME. If the "Contractor be de- layed at any time in the progress of the 'work by any act A or neglect of the Owner or the Engineer, or of any em- t ployee of either; or by any separate contractor employed by the owner; or ,by changes ordered in the work; or by strikes, lockouts, fire, unusual delay in transportion, c unavoidable casualties, or any causes beyond ,the ,Con- tractor's control which justifies the delay, 'then the date for completion of the work shall be extended. Delays in delivery of equipment or material purchases by , the Contractor or his/her subcontractors (including g Owner- selected equipment) shall not be considered as a just c, lse for delay. The Contractor shall be fully responsible for the timely ordering, scheduling, expediting, delivery, and installation of all equipment and materials. E Within a reasonable period after the Contractor submits to the Engineer a written request for an extension of time, the Engineer will present his/her written opinion to the Owner as to whether an extension of time is justi- fied; and, if so, the number of days extension due the Contractor. The Owner will make the final decision of all requests for extension of time. No such extension shall be made for delay occurring more than seven (7) days before claim therefor is made in � writing to the Engineer. In the case of a continuing € cause of delay, only one claim is necessary. E-8. LIQUIDATED DAMAGES. Should the Contractor fail to com- plete the work, or any part thereof, in the time agreed upon in the Contract or within such extra time as may have been allowed for delays by extensions granted as provided in the Contract, the Contractor shall reimburse Gen. Cond. -18- the Owner for the additional expense and damage for each calendar day, Sundays and holidays excluded, that the Contract remains ; uncompleted under the Contract comple- tion date. It is agreed that the amount of such addi- tional expense and damage -incurred by reason of failure to complete the work is the per diem rate stipulated in the Contract. The said amounts are hereby agreed upon as liquidated damages for the loss to the Owner on account of expense due to the employment of engineers, inspect- ors, and other employees after the expiration of the time of completion, and on account of the value of the opera- tion of the works dependent thereon. It is expressly understood and agreed that this amount is not to be con- sidered in the natureof a penalty,, but as liquidated damages which have accrued against the Contractor; and the Owner is authorized to deduct the amount of such damages from any monies due the "Contractor ; for -work performed or material furnished under this Contract; and the Contractor and her/his Sureties shall be liable for any excess. E-9. OTHER CONTRACTS. The Owner reserves the right to let other contracts in connection with this work. The Con- tractor shall afford other contractors reasonable oppor tunity for the introduction and storage of their materi- als and the execution of their work and shall properly connect and coordinate her/his work with theirs. If any part of the Contractor's work depends, for proper execution or results, upon the work of any other con- tractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results. The Contractor's failure to so inspect and report 'shall con- stitute an acceptance of the 'other contractor's work as fit and proper for the reception of her/his work, except as to defects which may develop in the other contractor's work after execution of her/his work. E-10. USE OF PREMISES. The Contractor shall confine the Con tractor s equipment, the storage of materials, and the operation of her/his workers to limits shown on the Plans or indicated by law, ordinances, permits, or directions of the Engineer, and shall not unreasonably encumber the premises with her/his materials. The Contractor shall provide, at her/his own expense, the necessary rights- of-way and access to the work which may be required out- side the limits of the Owner's property. E-11. USE OF COMPLETED PORTIONS. The Owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired, but such taking possession and use i Gen. Cond. -19 �E i shall not be deemed an acceptance of any work not com- plated ;in accordance with the Contract Documents. If such prior use increases the cost of the work, or delays the completion` of the work, the Contractor shallbe en- titled to extra compensation or an extension of time, or both. E-12. CUTTING AND PATCHING. The Contractor shall do all cut- _ ting, fitting, or patching of her/his work that may be required to make its several parts come 'together properly and 'fit it to receive or be received by work of other contractors shown upon or reasonably implied by the Plans. Any . defective work or material, performed or furnished by the Contractor, that may be 'discovered by final acceptance of the work or the Engineer before the before final payment has been made shall be removed ,and replaced or patched, in a manner as 'approved by the Eng- ineer, at the expense of the Contractor. r (` E-13. CLEANING UP. The Contractor shall, at all times, at the Contractor's< own expense, keep property on which work is in progress and theadjacentproperty free from accumula- Ia tions of waste materials or rubbish caused by employees or by the work. Upon completion of the construction, the Contractor-shall,' at the Contractor's own expense, remove all temporary structures, rubbish, and waste materials resulting from her/his operations. l F. PAYMENT { F-1. PARTIAL' PAYMENT. At the end of each calendar' month, the Engineer w1-11 make an estimate,of the value of the work satisfactorily completed, including acceptable materials delivered. The amount of said estimate, after deducting ten (10%) percent as provided hereinafter and all previ- ous payments, shall be due and payable to the Contractor not more than twenty (20) days after the last day of said month, except where the Owner is a municipality whose laws require the approval of each payment by a council or similar body; in which case, the amount of said estimate shall become due and payable ten (10) days after the first meeting in the following month scheduled for ap- proval of such payments. When the Contract price for public work exceeds Twenty- Five Thousand Dollars ($25,000.00) , the Owner will deduct �.k ten (10%) percent of all progress payments for the work completed until five (5%) percent of the total Contract price has been retained. No additional retainage will be withheld unless otherwise provided in the Special Condi- tions. The amount retained as provided above will be withheld by the Owner until completion of the Contract to insure faithful completion of the work under the terms of the Contract Documents. Gen. Cond. -20- 1 To receive partial payment for materials delivered, but not incorporated in the work, it shall be necessary for, the Contractor to submit to the Engineer at least seven (7) days prior to the end of said month a lint of such materials, with-costs supported by invoices of suppliers. Proper storage and protection shall be ,provided by the Contractor: Final ;payment shall be made only for mater- ials incorporated in the work and, upon acceptance of the work, all materials remaining for which advance payments had been made shall revert to the Contractor, unless otherwise agreed, and partial payments made for these items 'shall- be deducted from the final 'payment for the work. j Monthly partial payments shall be conditional upon _prose cution- of theworkin accordance with the provisions of the Contract and, on contracts for any public work-in the State of Oregon except Federal projects, upon 'filing with ' the Owner by the Contractor the Wage Certification Form required by ORSChapter 279, '1953, as amended. µ' Nothing contained in this article shall be construed to affect the right, hereby reserved, to reject the whole or any part of the aforesaid work should such work be later found not to comply with the provisions of the Contract Documents. All estimated quantities of work for which progress payments have been made are subject to review and correction on the final estimate. Payment by the ' Owner and acceptance by the Contractor or progress pay- ments based ay-ments -based on periodic estimates of quantities of work performed shall not, in any way, constitute acceptance of a the estimated quantities used as the basis for computing the amounts of the progress payments. _� F-2. EXTRA WORK. Any work necessary or required to carry out the intent of these Contract Documents by changes clearly not indicated in the Contract Documents or which cannot reasonably be implied from the intent and meaning of the Contract Documents shall be considered as extra work. Payment for any ordered extra work or changes shall be determined by: a a. unit prices used in the Contract Documents or agreed upon for the extra work or changes; or b. Gump sum agreement, in writing, between the Contractor and the Owner; or, C. Force Account Work. If the method of payment cannot be agreed upon prior to the beginning of the work, and the Owner or the Engineer directs that the work be done on a force account basis, then the Contractor shall furnish labor, equip- ment, and materials at costs and rates in effect at the time the work is accomplished plus per- centage allowances as designated hereinafter: Gen. Cond. -21- C Ig 111 1 1 MEMBERS Ell Items of Cost on Which Percentage Allowance Pa ents Will`Be Allowed for Overhead Profit (l) Payroll, for jobsite personnel. 20% Includes documented actual wages, fringe benefits, labor insurance, taxes, and any other labor burdens. (2) Delivered costs of,materials and 10% supplies actually used on the designated work. (3) Rental on each piece of equipment, 15% not owned by the Contractor, having a value in excess of $100 actually used on the work. Rental on each piece of equipment None owned by the Contractor, having a value in,excess of $100 actually j used on the work. (Rental rates shall not exceed those (Allowance of the State Highway Department for cluded in rental comparable equipment.) rate.) (4) Subcontractors° bills. 10� rental will`is, For equipment rented on a <day or hour baswhich the be allowed for only those days or hours _during equipment is in actual u - ntals allowed for se. The re equipment will in all Sas&ndb renewals,00and cover further k fuel, supplies, repairs, Y allowances will be made for those items unless specific agreement to that effect is made. If the latter method of payment is used, a breakdown of roved extra the Contractor's ubmicosts involved in any approved work shall fter said text eted xtra k haso the been r within thirty performed. (30) days ent will be made for extra work billed No paymand pNA eriod mitted to the Engineer after the thirty (30) day the has expired. No o in an emergency endangeringk shall be d a wor life or Contractor, exceptas property, unless in pursuance of a written order, provided in Article B-3 of these General Conditions. F-3. RELEASE OF LIENS OR CLAIMS.thehe Contractor Owner, evidencealthatbpro� by a means acceptable visions have been made to satisfy all liens or claims growing out of lawful demands for materials, labor, r_ Gena Cond. -22- a incidentals in connection with the work before the final payment or any part of the retained percentage shall be- come due. Such means may include, but are not limited Y to, one or more of the following: a. Receipts in full of all items out of which a lien or claim could arise. b. Complete release of all liens and claims. C. Affidavit by Contractor that receipts or releases account for all labor, materials, or incidentals used in the work. d. A bond to indemnify Owner against any lien or cliam. If any lien or claim remains unsatisfied after all sf� payments are made, the Contractor shall refund to the owner all monies that the lattermaybe compelled to pay in discharging such a lien or claim, including all costs and a reasonable attorney's fee. x F-4. FINAL PAYMENT. Upon completion of the work, the Con- tractor shall notify the Engineer, in writing, .that the _l Contractor has completed his/her part of the Contract and shall request final payment. If the work has been com- pleted to the intent of the Contract Documents, the Eng- ineer shall recommend acceptance of the completed work and submit a final estimate of the amount due the Contractor under this Contract'. Upon approval of this final estimate by the Owner, and compliance with provisions in Article F-3 of these General Conditions, and otherprovisions as may be applicable, the Owner shall pay to the Contractor all monies due the Contractor under the provisions of these Contract Documents. �a On Contracts for public works, final payment of the re- tained percentage will not be made until the Contractor M has also furnished the Wage Certification required by ORS Chapter 279, 1963, as ammended. t U� t ¢, I Gen. Cond. -23- 8.. 3 SPECIAL CONDITIONS r, r. , REVISIONS TO GENERAL CONDITIONS x. The General Conditions of these Contract Documents are hereby revised as follows: Page 6, Article C-6; Lines and Grades Add the following: The Engineer will provide construction survey information in conformance with the following: Gravity Sewers and Drains . If requested by the Contractor, the Engineer will provide offset stakes along the route of gravitysewers and drains at intervals t and locations identified by the Contractor, provided that the average interval shall not be less than 25 feet. Offset stakes will indicate horizontal offset distance and vertical distance to s f Atpipe invert. Z Water Lines If requested by the Contractor, the Engineer will establish the r location of the water line by staking horizontal deflection points and by means of offset stakes set at 50-foot intervals with the , depth of cut to the invert of the pipe indicated at each stake. The Contractor shall lay out the work from these stakes to conform to the length of pipes and fittings available and to the presence of existing utilities and establish any additional elevations as may be required to carry out the work. Where new construction connects to existing facilities , the Contractor shall check and establish the exact location prior to , construction of the facilities. Pa a 9, Article D 3 d, State Highway Department Insurance Coverage The Contractor shall provide the State Highway Department with a "Certificate and Endorsement of Insurance for Pipe, Pole, Conduit, Road Approach or Miscellaneous Permits." The required form is included in these specifications and shall be filled out by the Contractor and the Contractor's insurance company and returned to the Engineer. i Spec.Cond.-1 - F 1 IRAN ( Pale 11, Article D-4, Permits and Licenses The 'Owner has obtained or applied for the following;permits: a) Oregon State Highway Division. A permit has been issued by the State Highway Division to the 'Owner for the required work within State right-of-sway. The Contractor shall comply with the conditions of that permit and shall provide the required insurance (Article ,D-3.d) and shall file with the State a bond in the amount of $1,000 (a copy of the permit and the bond form is included in these specifications) . Pace 12 Article D-9.b, Requirements of Oregon Law for Public Contracts Wage certification forms shall be submitted weekly to the Owner's Representative in conformance with ORS 279.354. Page 20, Article F-1, Partial Payment The retainage amount withheld by the Owner will be deposited in the 'Oregon State Local Government Investment Pool ;during the contract period in accordance with ORS 279.420 (4) . Upon lie completion of the project,, the Contractor shall be paid the retainage plus the interest earned.` x > S Spec.Cond.-2 TECHNICAL SPECIFICATIONS FOREWORD Abbreviated references to standards to national; associations refer to the following: AASHTO American Association of State Highway and Transporation officials ACI American Concrete Institute AGA American Gas Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI AmericanNationalStandards Institute APWA American Public Works Association' ASCE American Society;of Civil Engineers "ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWiVA American Water Works Association :.� AWS American Welding Society �.. F AWPA American Wood Preservers' Association DFPA Division for Product Approval of the American Plywood Association FED.SPEC. Federal Specifications IEEE Institute of Electrical and Electronics Engineers, Inc. IPCEA Insulated Power Cable Engineers' Association JIC Joint Industry Conferences of Hydraulic Manufacturers NEC National Electrical Code NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Fire Protection Association NLMA National Lumber Manufacturers' Association SSPC Steel Structure Painting Council UBC Uniform Building Code UL Underwriters' Laboratories, Inc. WWPA Western Wood Products Association The numbers and letters following the abbreviations denote the Associations' serial designation for the specification or standard to which reference is made. Unless a particular issue is designated, all references to the above specifications, standards, or methods shall be understood to refer to the issue in effect, including all amendments, on the date of the advertisement for bids or the invitation for bids. Foreward 1-1 f ; 1A. GENERAL REQUIREMENTS t n SEQUENCE OF OPERATIONS Prior to starting construction, confer with, Engineer and develop a construction schedule, acceptable to the Engineer, that will permit existingfacilities to function during construction. New work shall be cleaned and tested in accordance with applicable specifications prior to connection with existing facilities. If s work outside of normal working hours is required, Contractor shall perform the work without additional compensation. t SANITARY FACILITIES Contractor shall provide and maintain, in a neat and sanitary condition, such accommodations for the use of her/his employees as may be 'necessary to comply with all applicable laws, ordinances, ? and regulations. EXISTING SANITARY SEWERS In the event of damage to existing sanitary sewers or building sewers or interruptions of existing sewage flows, the Contractor 4 shall promptly' return any free sewage by pumping, diversion in ,a closed conduit, or hauling in closed watertight vessels to a public sanitary sewer or sewage treatment facility. g P UNDERGROUND UTILITIES The Engineer has endeavored to locate and indicate on the Plans all underground utilities which exist within the limits of the work. The accuracy or completeness of the utility information on the Plans is not guaranteed. Service connections to adjacent property may or may not be shown on the drawings. It shall be the responsibility of the Contractor to determine the exact location of all utilities and service connections. The Contractor shall contact all. utility owners and request that they locate and mark their exis ,:ing facilities within the limits of the work. In the event of interruption to domestic water, sewer, storm drain, or to other utility services as a result of accidental breakage, or as a- result of being exposed or unsupported, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is I� received. In the event the Contractor encounters water service lines that C interfere with grading or trenching, the Contractor may, by lA-1 r obtaining prior approval of the Engineer, cut the service,, dig through, and restore the service with similar and equal materials at the Contractor's expense. MAJOR PUBLIC UTILITIES SERVING THE AREA OF WORK The following is a list of the major public utilities serving the work area indicating the telephone number of the responsible authority of the various utilities -which should be notified if conflicts or emergencies arise during the progress of the work: Name of Utility Telephone No. Washington County Roads- 648-8784 Metzger Water District 245-3331 Oregon Department of Transportation 229-5002 Northwest Natural Gas Co. 226-4211 ` Pacific Northwest Bell Telephone 470-4121 PortlandGeneral Electric 643-5454 Unified Sewerage Agency 648-8621 1 ° General`Telephone Co. 639-1002 Tigard Water District 639-2591 City of Tigard 639-4171 TEMPORARY WATER 1 . Water is available from hydrants. Secure permission from the Metzger Water District. The ,Contractor' shall make arrangements and pay all costs for obtaining and transporting the water from I the hydrants to the area of usage. Upon completion of the work, !.v the Contractor shall remove all temporary piping and facilities used during the construction. I ' PUBLIC SAFETY AND CONVENIENCE t _ Comply with all rules and regulations of the city, state, and county authorities regarding the closing of public streets or highways to use of public traffic. No public road shall be closed to the public except by express permission of the public agency responsible for the road. Conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. Protect all obstructions within traveled roadways by approved signs, barricades, and lights where necessary for the safety of the public. The convenience of the general public and residents along the pipeline and the protection of persons and property are of prime importance and shall be provided for in i adequate and satisfactory manner. The Contractor shall use every reasonable precaution to safeguard the persons and property of the traveling public. It shall be the � ? sole responsibility of the Contractor to furnish, Qlace, and maintain those barricades, barriers, lights, flares, danger signals, and watchers as are necessary to protect the persons and property of the traveling public. All barricades and obstructions lA-2 shall be protected at night by signal ,lights which shall be suitably distributed ,and kept ,burning from sunset to sunrise. actor's operations create a hazardous condition, Whenever the Contr (s)he shall furnish flaggers and guards as necessary to give adequate warning to the public of any dangerous conditions to be encountered. Protect stored materials, cultivated trees and crops, and other items located adjacent to the proposed work. Notify property owners affected by the construction at least 48 hours in advance of the time construction begins . During all construction operations, construct and maintain such facilities as may be required- to provide access by all property owners to their property. No person shall be cut off from access to her/his residence or place of business for a period exceeding 8 hours, unless the Contractor has made special arrangements with the affected persons. TRAFFIC CONTROL Traffic control on all rights-of-way shall meet the requirements of the current edition, including all amendments, of the Manual on - Uniform Traffic Control Devices for Streets and Highways published by the U. S. Department of Transportation Federal Highway and Administration as adopted by the State of Oregon and all State of Supplements. Minimum one-way traffic flow shall be A`IOregon: maintained on all roads except as noted below. Intermittent � stoppages shall not exceed 15 minutes duration. The Contractor shall submit a detour and signing plan to the Engineer and the City of Tigard prior to commencing construction on public rights-of way. xftACCESS FOR POLICE, FIRE, AND POSTAL SERVICE Notify the Fire Department and Police Department before closing any street or portion thereof. No closing shall be made without the Owner's approval. Notify said departments when the streets are again passable for emergency vehicles. Do not block off emergency vehicle access to consecutive arterial crossings or withecial dead-end streets, inroexcess Fire ODepartment. ut linear ee Conduct o operations written permission f with the least interference to fire equipment access and at no time prevent such access. The Contractor shall leave a night emergency telephone number or numbers with the Police Department and Fire Department so that t all times in case of barricade and contact may be made easily a flare trouble or other emergencies. INTERFERING STRUCTURES protect all existing structures from damage. Where existing structures must be removed, or are damaged during construction, 1A-3 k t fi < ores to ori he Engineer of } restore struct final condition. Notify t g any damaged underground structure, and make repairs orreplace- ments before backfilling takes place. Remove and replace such small miscellaneous structures as fences, mailboxes, and signposts without additional compensation from the x Owner. Replace these structures in a condition as good or better than their original condition. g If existing structures are encountered which will prevent con- struction, on struction, notify the Engineer before continuing with the con- struction. The Engineer may make field revisions as necessary to avoid conflict with the existing structures. The cost of waiting . or "downtime" during field revisions shall be borne by the Con- tractor without additional cost to the Owner. If the Contractor shall fail to notify the Engineer when an existing structure is encountered, the Contractor shall proceed with the construction at her/his own risk. STREET CLEANUP Clean all spilled dirt, gravel, or other foreign material caused by the construction operations from all streets and roads at the conclusion of each 'day's operation. Cleaning shall be by grader and front-end loader supplemented by washing with water, power { brushing, and hand labor. SITE RESTORATION AND CLEANUP I i At all times during the work, keep the premises clean and ,orderly, and upon`completion of the work, leave the project free of rubbish f or excess materials of any kind. During construction, stockpile t the excavated trench materials so as to do the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences, E regardless of whether these are on private property, city, state, or county rights-of-way. Remove all excavated materials from F , grassed and planted areas, and leave these surfaces in a condition equivalent to their original condition and free from all rocks, gravel, boulders, or other foreign material. f l All existing drainage ditches and culverts shall be reopened and I graded and natural drainage restored. Restore culverts broken or damaged to their original condition and location. Upon completion E of the project, all areas used by the Contractor in connection with the work shall be cleared of all temporary structures, rubbish, and waste materials and graded to drain and blend in with the abutting property. Any waste area obtained by the Contractor ; for deposit of waste materials shall be finished to drain and blend with the surrounding terrain. lA-4 [ f t PAYMENT FOR GENERAL REQUIREMENTS The work specified in this section shall be considered incidental to the project cost and the expense shall be included in the lump sum bid or unit price bids, as applicable. n _ Mobilization J'i 4 Payment for mobilization.will be made at the lump sum stated in - the Contractor's Proposal. _Payment will - include preliminary costs, insurance, bonds, and equipment mobilization. The 'lump sum shall` not exceed 2.5 percent of the total project cost. Payment will be made as follows: 75 percent atter submittal of an acceptable work schedule and 25 percent after commencingconstruction. i x 4 i j 4 - lA®5 2A CLEARING AND GRUBBING t A. GENERAL �a SCOPE This section covers the work necessary for the completion of all clearing and grubbing including, but not limited to, the removal and disposal of all debris and vegetation such as a stump, trees, logs, roots, shrubs,' vines, grass, and weeds and the removal of curbs, pavement, driveways and other structures as required. B. CONSTRUCTION f GENERAL Clearing and grubbing shall consist of the removal of trees, stumps, debris, plant materials, curbs, pavement, driveways, and other' structures, as required. Existing catch basins, culverts, or similar structures -which are to be abandoned shall be either removed or filled with gravel or sand backfill material. In any 'case;, such items to be removed or abandoned _shall be removed to ` a- depth of not less than one foot below e the limit lines of excavation. All top soil shall be removed from areas to be excavated and all stumps shall be completely removed by grubbing, blasting, or other suitable means. All roots and other embedded wood shall be removed to a depth of not less than one foot below the limit lines of excavation. Holes resulting from any grubbing operations shall be filled with suitable material and thoroughly compacted. I The area on which clearing and grubbing is to be performed shall be the area on each side of the roadway center line to a I ' width of two feet outside of excavation and embankment slope !. lines or, in the case of private driveways, one foot outside of the excavation and embankment slope lines for the driveway. Where portions of existing driveways and streets are to be removed, the Contractor shall saw cut the driveway and street at the limits of removal. The removal operation shall be I performed without damage to any portion of the existing ! driveway or street that is to remain. Any damage to the existing driveway or street which is to remain in place, shall be repaired to a condition equal to that existing prior to the beginning of removal operations. The cost of repairing existing concrete damaged by the Contractor's operations shall be at the Contractor's expense. i 2A-1 Protect all trees, shrubbery, and other vegetation, not designated for removal from damage caused by the work. Cut and remove tree, branches only where approved. When directed, remove branches other than thoserequired to provide a balanced appearance of any tree. Sears from removal of branches shall be treated with an approved tree sealant. Sprinkler systems which are within the road right-of-way or easement areas must be removed. The remaining lines shall be capped. The Contractor _shall' give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate_ 'plants, trees, fences, sprinklers,' and other improvements within the right-of-way which are designated for removal and ;would be destroyed because of the work. DISPOSAL OF WASTE MATERIAL`' ``" Remove and dispose of all waste,materials or debris. BACKFILLING AND CLEAT. OP -7 In areas not subject to_future excavations, fill all holes and depressions caused by clearing and grubbing with material acceptable` to the Engineer and reshape area to conform to. adjacentundisturbedtopography. Leave work area in a clean and; sightly condition, free from litter and debris. C. PAYMENT Payment for clearing and .grubbing will be based on the lump sum price stated in the Contractor's' Proposal. Payment shall constitute full compensation for all work required for clearing and grubbing. 2A-2 9 NINE t 2B. EXCAVATION AND EMBANKMENT r A. GENERAL SCOPE This section covers the work necessary for excavation, construction of embankment, subgrade preparation and stabilization, and disposal of excess material required in construction of the street improvements. B. MATERIALS EXCAVATION " F 01 jh Excavation is unclassified. Excavate all materials regardless of formation encountered. Contractor shall, make her/his own estimate of the kind and extent of materials that may be encountered. i EMBANKMENT Embankment may, be suitable excavated materials originating 1(3 from the project site or imported material. The embankment € materials shall be free of peat, humus, muck, organic matter, or other materials detrimental to construction of firm, dense and sound embankment. The amount of on-site material suitable for embankment fill is unknown. The Contractorshall make her/his own investigation and analysis of existing conditions to determine material availability. SUBGRADE STABILIZATION Subgrade stabilization material shall be 4" -- 3/4" crushed rock and shall conform to Section 703.06 of the Standard Specifications for Highway Construction of the Oregon State Highway Division, 1980 Edition. C. CONSTRUCTION EXCAVATION Excavation shall be carried to the lines and grades shown on the Plans and established by the Engineer. Special care shall be taken to not excavate below subgrade. Where the street has been excavated below subgrade due to faulty work, it shall be brought to grade with base course material or other suitable material approved by the Engineer. The cost of such work and materials shall be borne by the Contractor. 2B-1 I 4; EXCESS EXCAVATED MATERIAL The Contractor shall dispose of all excess excavated materials, shall make arrangements for the disposal, and bear all costs or retain any income incidental to material disposal. . ', EMBANKMENT ; PREPARATION OF EMBANKMENT FOUNDATIONS ' t Priorto construction of embankments, excavate unstable material or unsuitable foundation material and dispose of as directed. Limit excavation to lines, grades, - and cross sections shown on the Plans or approved by the Engineer. Compact natural ground underlying embankments to the depth of grubbing, or a minimum of 12 inches, to + density specified for the embankment material to be placed. EMBANKMENT CONSTRUCTION Place embankments and fills of all kinds in approximately horizontal layers of a maximum of 8 inches in thickness and compact each -layer' separately and thoroughly to density specified. In the immediate vicinity of curbs, walks, driveways, inlets, manholes and similar structures, in holes, and where embankment and fill i materials cannot be reached by ' normal compacting } equipment, compact to 'specified density by approved y; methods. EMBANKMENT COMPACTING AND DENSITY REQUIREMENT Density of compacted materials in place will be determined by ASTM D1557 (AASHTO T 180) . Compact all , embankments, fills and backfills within 3 feet of established subgrade elevation to a minimum density in place of 93 percent of maximum density. Below said 3 foot limit, compact to a minimum density in place of 90 percent of maximum density. Perform watering of materials if required to provide compaction of embankments and backfills and to alleviate j dust nuisance. Water by means of tank trucks equipped with spray bars, by hose and nozzle, or by other approved E equal means which ensure uniform and controlled applica- tion. The use of splash boards will not be permitted i without prior approval. Embankment or backfill materials shall not be placed in final position until .moisture in excess of optimum moisture has been removed. E 2B-2 FOUNDATION STABILIZATION When, in the opinion of the Engineer, the existing material below subgrade is unsuitablefor supporting the pavement, excavate below the subgrade as directed by the Engineer, and backfill to subgrade with FOUNDATION STABILIZATION material specified hereinbefore. D. PAYMENT EXCAVATION Payment for excavation will be based upon the unit price per cubic yard set forth in the Contractor's Proposal. The pay- quantity will be the number of cubic yards excavated between the required subgrade, shoulder, and slopes elevations and the original ground surface. For the purpose of ',computing excavation quantities, the subgrade excavation will;be assumed to extend 1.5 feet beyond the back of the curb. Excavation quantity does not include the removal of material required for the installation of SUBGRADE STABILIZATION material. The Engineer will compute 'excavation quantities to the nearest cubic yard. 01'k EXCESS EXCAVATED MATERIAL "at Compensation for the disposal of excess excavation material is included inthepayment of EXCAVATION. EMBANKMENT Y Payment for embankment will be based upon the unit price per cubic yard set forth in the Contractor's Proposal. The pay quantity will be based on field measurement of the actual number of cubic yards constructed and accepted, complete within limits shown or directed. Where applicable, this shall be within neat lines of the staked cross section. JIM 3 No measurement or payment will be made for quantities required due to subsidence or settlement of ground or foundation, for settlement of materials within the embankment or for ' shrinkage, settlement, washout, slippage or loss regardless of cause. Trench excavation, bedding, and backfill placed in the completed embankment will be paid for separately for the particular item and class of construction. 28-3 SQBGRADE STABILIZATION Payment for subgrade stabilization will be based upon the unit price per cubic -yard set forth in the Contractor's Proposal. Measurement will be 'bases'; upon individual trip 'tickets of actual truckmeasure furnished the Engineer for -cubic yards used under this item. Trip tickets shall be presented to the Y Engineer for her/his signature on the day the material is delivered. Material shall be discharged directly from delivery truck to excavated area. No payment will be allowed on trip tickets that are not properly validated or for material that is not properly utilized. Payment shall -. constitute full compensation for the excavation and disposal of unsuitable material and for all workrequiredto furnish and install compacted subgrade stabilization material. 4tg h i5 Y 2B-4 f f 11111111111111�0111111 I B x ; 2C. SUBGRADE PREPARATION G ' A. GENERAL SCOPE This `section covers the work necessary to prepare the subgrade for curb, rock and paving construction. i B. MATERIALS FILTER FABRIC , Filter fabric shall be Typar Style 3401, Mirafi 500X, or I approved equal. C. CONSTRUCTION s MANHOLE FRAME ADJUSTMENT { E The height of all manholes within the area to be paved shall is be adjusted to conform to new grades and cross sections shown on the Plans and Standard Detail Sheets. The Contractor shall -OFremove the earth around the manhole without disturbing a raise or lower the manhole greater area than necessary and frame until the top surface is at the correct elevation. The manhole frame and grade rings shall be mortared or remortared to provide a watertight seal between manhole slab or cone and manhole frame. The hole shall be backfilled with excavated material in 6-inch layers and each layer shall be thoroughly compacted with a pneumatic tamper before the next layer is placed until the backfill is up to the subgrade elevation. E WATER VALVE BOX ADJUSTMENT to be paved or graded shall be Water valve boxes in the area P I adjusted to conform to the new grades and cross sections shown on the Plans. Valve box extensions, if required, shall be cast iron of a size and shape to match the existing valve boxes. E SUBGRADE PREPARATION AND COMPACTION Subgrade shall be considered as the area that is to receive f the base course material and the curb or curb and gutter. The r` subgrade shall be brought to the required elevation adesad shaped, with and suitable equipment, to the lines, 5 the cross sections shown on the Plans or established by Engineer. The Contractor shall grade the subgrade to within a 2C-1 kv= ph IN i�i 11 tolerance of 1/10 of a, foot of that grade called for in the r Plans or as determined by the Engineer. After the subgrade has been graded as hereinbefore specified, it -shall be 'thoroughly 'compacted by means of equipment which will achieve the desired density specified. The material in the upper one foot of the subgrade shall have a density of not less than 93 percent of maximum density when tested according to ASTM D1551 (AASHTO_T- 180) . Subgrade material shall contain the proper moisture during compaction to stabilize and bind materials_ to produce the r' density specified. if sufficient moisture is not present, additional water shall be added- by sprinkling as authorized by the Engineer. SUBGRADE STABILIZATION If the subgrade 'material has soft spots .due to excessive groundwater or unstable material, the Contractor shall remove theobjectionablematerial, as directed by the Engineer, ,and replace it with compacted SUBGRADE ' STABILIZATION material as specified in Section 2B, EXCAVATION AND EMBANKMENT. FILTER FABRIC Filter fabric shall be placed at the locations directed by the qj Engineer. Material shall be installed in accordance with the manufacturer's recommendations.- overlap all fabric sections a minimum of 18 inches. Aggregate material placed on top of r fabric shall be bladed into position with a'bulldozer or front end loader. Tailgating of aggregate directly onto the fabric will not be permitted. Spread aggregate in same direction as fabric overlap. D. PAYMENT MANHOLE FRAME ADJUSTMENT Payment for adjustment of existing manhole frames will be based upon the unit price per each set forth in the Contractor's Proposal. Payment shall constitute full compensation for all labor, equipment, and materials, ' including grade rings and mortar, required to adjust existing manhole frames. Payment for removing manhole top slabs or cones, if required, will be specifically designated as r included in another bid item or will be negotiated as an extra r; work pay item. a WATER VALVE BOX ADJUSTMENT Payment for adjustment of existing water valve boxes will be based upon the unit price per each set forth in the Contractor's Proposal. Payment shall constitute full 2C-2 r compensation for all labor, equipment, and materials, ' including extensions if required. SUBGRADE PREPARATION AND COMPACTION Payment for subgrade preparation and compaction will be based upon the unit price per square yard set - forth in - the Contractor's Proposal. Payment for subgrade compaction shall constitute full compensation for all Tabor, equipment and x water required to compact the subgrade. f, - FILTER FABRIC Payment for filter fabric will be based upon the unit price per square yard set forth in the Contractor's Proposal. Measurement shall be based upon the area where filter fabric is placed. Payment shall constitute full compensation for :all labor, equipment, and materials required to place filter fabric material. Y5"�. v .5 2C-.7 EDT 2D. TRENCH EXCAVATION AND BACKFILL A. GENERAL SCOPE This section covers the work necessary for trench excavation ., and backfill, complete, except for pipe base and pipe zone backfill which are included under other sections in Division 15. EXCAVATION Excavation covers, but is not limited to, work necessary to remove: and dispose of all material encountered in the trench that is classified as common excavation or rock excavation as defined. below to the depths and widths as shown on the Plans and as specified herein. Excavation covers the trench IP including all manholes, catch basins, valves, vaults and other appurtenances along its length. Shoring, bracing, dewatering, drainage and all other appurtenances are incidental to this item. TRENCH' EXCAVATION Trench excavation shall be classified as either common excavation or rock excavation and defined as follows: COMMON EXCAVATION Common excavation is defined as material removal which is not classified as rock excavation. ROCK EXCAVATION Rock excavation is defined as boulders and pieces of concrete or masonry exceeding 1 cubic yard in volume, or solid ledge rock and masonry that, in the opinion of the rA Engineer, requires for its removal drilling and blasting, wedging, sledging, barring, or breaking up with a power operated hand tool. No soft nor disintegrated rock, nor hard pan, nor cemented gravel that can be removed with a hand pick or power operated excavator or shovel; no loose, shaken, nor previously blasted rock nor broken stone in rock fillings or elsewhere; and no rock exterior to the minimum limits of measurement allowed which may ' fall into the excavation will be measured or allowed. 2D-1 t TRENCH FOUNDATION STABILIZATION Gravel for trench foundation stabilization shall be clean gravel or crushed rock having reasonably` even gradation from coarse to fine. The maximum size shall be four (4) inches. GRAVEL FOR TRENCH BACKFILL Clean pit-run gravel or crushed rock having a reasonably even ' gradation from coarse to fine. The maximum size -shall be 2-inch: COLD-MIX ASPHALT Asphalt shall be SC-800 meeting the requirements of specification series No. 2 of the Asphalt Institute. Maximum , aggregate size shall be 3/4-inch. Final mixture shall contain from 4 to 6 percent liquid asphalt by weight of total mix. TRENCH MAINTENANCE GRAVEL Gravel for temporary maintenance of trenches shall be 3/4 inch minus 'crushed rock. C. CONSTRUCTION PAVEMENT REMOVAL Saw cut existing pavement along trench sides `prior to excavating. Width of pavement cut shall be 12 inches wider `-than width of trench excavation. Cuts shall be continuous and for full depth of pavement. Pavement removal shall be of sufficient width to insure that excavating equipment can function without disturbing remaining pavement. Under no circumstances shall the remaining pavement be subject to a lifting force, either by direct contact with the excavating equipment or by inadequate pavement precutting. Any pavement beyond the trench line that is lifted shall be removed and replaced at no cost to the Owner. If asphalt is removed by means of a mechanical chipper, the saw cut may be waived by the Engineer if a clean edge can be produced. TRENCH WIDTH Minimum width of trenches in which pipe is to be laid shall be 18 inches greater than the inside diameter of the pipe, except A. by permission of the Engineer. <f' "s 2D-2 i t i The maximum width of trench above the top of pipe will' not;be limited, ,except in cases where excess width ,of excavation would cause ' damage to adjacent structures or property. Confine trench widths to dedicated rights-of-way or within areas for which construction- easements have been obtained, unless specialarrangements have been made with the affected property` owners. GRADE Excavate the bottom of the trench to the trench subgrade. 7 Trench subgrade shall be at leash 4 inches below the outside bottom of the pipe barze1. If the trench is excavated below the required "grade, correct with PIPE BASE as _specified in Division 15 at no additional cost to the _Owner. Place the material over the full width of the trench in compacted layers not exceeding S inches ' deep to the established trench subgrade.' z. SHORING Whenever necessary to prevent caving during excavation, or to protect adjacent structures`, property, workers, or the public, adequately shore the trench. All sheeting, shoring, and bracing of trenches shall conform to the safety requirements of the Federal, State or local public agency having jurisdiction. ' BLASTING Where material is encountered which requires systematic drilling and blasting for removal, excavate to subgrade for ;h gravel base. Correct over-excavation as specified herein- before for GRADE. Use the utmost care so as not to endanger life or property, cause slides, or disturb materials outside the limits of the trench. Store all explosives in a safe, secure manner in compliance with local, State and Federal laws and ordinances. do not leave explosives in an unprotected manner along or adjacent to any highway, street, alley, or other area where such explosives could endanger persons or property. Provide all tools and devices required for loading and using explosives, blasting caps, and accessories. Do not blast adjacent to any portion of exposed work or structures, unless en to insure that the structures and proper precautions are tak materials surrounding and supporting the same will not be damaged by the blasting. 2D-3 Cover the area to be shot with blasting mats or other approved type of protective material that will prevent thescattering of rock fragments outside of the excavation. Give ample warning to all persons within the vicinityprior ' to blasting, n and station workers and provide signals of danger in suitable places to warn people and vehicles ,before, firing any blasts. Unless otherwise approved by the Engineer, fire all blasts with an electric blasting machine which shall not be connected in the circuit; until just prior to the time for firing, and then shall be connected by the worker who will, operate the blasting machine. ' After a`blast has been fired, the blaster shall make a careful inspection to determine that all charges have exploded before employees are allowed to return to the operation. Correct a misfires in accordance with the requirements of the applicable portions of the State ,or, local safety code for blasting. The Contractor shall be responsible for any and all damages to property or injury to persons 'resulting from blasting, or accidental or premature explosions that may occur in connection with the Contractors use of explosives. In case injury from blasting occurs to any portion of the work or to the material surrounding or supporting the same that is intended to remain, remove such damaged work, repair the work, and replace the material surrounding or supporting the same, or furnish such material and perform such work for repair or replacement as the Engineer shall order. Repair promptly, completely and satisfactorily all damage caused by blasting to existing structures intended to remain it no additional expense to the Owner. EXCAVATED MATERIALS During trench excavation, the Contractor shall locate the excavated material so it will not completely obstruct a traveled roadway or street and, unless otherwise approved by the Engineer, all streets and roadways shall be kept open to at least one-way traffic. DEWATERING Excavations and trenches shall be kept free of water by dewatering equipment furnished and operated by the Contractor. Water shall be disposed of so as not to cause injury to public or private property or to cause a nuisance or menace to the Jpublic. Sufficient pumping equipment and machinery in good working condition for all ordinary emergencies, including power outage, and competent workers for the operation of the pumping equipment shall be available at all times. Dewatering equipment shall operate at all times unless written (95 authorization is received from the Engineer. 2D-4 At all times, provide and maintain ample means and devices to promptly remove and dispose of all water entering the trench excavation during the time the pipe is being prepared for the pipe laying, during the ,laying of the pipe, and until the backfill at the, pipe zone has been completed. Surface_runoff_ shall be controlled to prevent entry or collection of water in excavations. TRENCH FOUNDATION STABILIZATION When, in the opinion of the Engineer, the existing material in the bottom of the trench is -unsuitable for supporting the. pipe, excavate below the subgrade of the pipe base, as directed by the Engineer', and 'backfill the trench to subgrade of pipe base with TRENCHFOUNDATION STABILIZATION material specified' hereinbefore. TRENCH BACKFILL ABOVE PIPE ZONE Push the backfill material first onto the slope of the backfill previously placed and allow to roll down into the trench. Do not push the backfill material into the trench in such a way as to permit free fall of the material into the open trench until at least 2 feet of cover is provided over the pipe. Under no circumstances allow sharp, heavy pieces o£ ; material to drop directly onto the pipe or the tamped material around the pipe. Do not use backfill material of consolidated s masses larger than one cubic foot. Backfill the trench above the pipe zone with GRAVEL FOR TRENCH BACKFILL in lifts not exceeding 8-inch loose depth and compact each lift to a minimum of 90 percent maximum compaction, lam except for the top 3 feet. The top 3 feet must be placed in maximum 8-inch loose depth lifts and compacted to a minimum of 93 percent maximum compaction. Use mechanical vibrating or impact tampers. Maximum density at the backfill material shall be determined by ASTM D1557 (AASHTO T 180) . Maintain the surface of the backfilled trench level with the existing grade with crushed rock backfill material until pavement replacement is completed. Any subsequent settlement of the finished surfacing during the warranty period shall be considered to be a result of improper or insufficient compac- tion and shall be promptly repaired by the Contractor at no cost to the Owner. <s 2D-5 MAINTENANCE OF TRENCH BACKFILL Maintain the backfilled trench surfacing until pipe section has been tested and accepted, utilities have been restored, _surface restoration has been completed and all work required along the pipe 'section has been accomplished. This mainte- nance shall include, but not be limited to, the addition of surfacing rock and cold-mix asphalt to keep' the surface trenches reasonably smoot-h and suitable ,for; normal traffic flow. Temporary pavement replacement of COLD-MIX ASPHALT shall be 'installed on the same' day as backfilling above all trenches that cross paved, streets or roads EXCESS EXCAVATED MATERIAL Dispose of all excess excavated materials. Make arrangements for the disposal. Bear all costs or retain ;any income incidental to material disposal. n D. PAYMENT Payment for the work specified in this section will be made at a, the unit prices stated in the Contractor's Proposal, except for ROCK EXCAVATION as defined hereinafter. Computation of quantities will ,be as indicated for each item and will be based upon measurements made by the Engineer. TRENCHEXCAVATIONAND BACKFILL Sewer and storm drain trenchexcavationand backfill will be paid for on a linear foot basis for the type of backfill installed and for the depth of the trench from the original ground surface to the invert of the pipe. The payment per linear foot will be the amount set forth in the Contractor's Proposal. The length of trench will be measured horizontally x from center-to-center of manholes or to the end of the pipe, whichever is applicable. Payment for this item will be considered as including payment for all work specified herein that is not specifically paid for in other sections or in ' other parts of this section. Pipe base and pipe zone backfill will be paid for in Division 15. s Water line and wire conduit trench excavation and backfill will be paid for on a linear foot basis for the type of backfill installed. The payment per linear foot will be the ` amount set forth in the Contractor's Proposal The length of trench will be measured horizontally along the pipe. Payment for this item will be considered as including payment for all work specified herein that is not specifically paid for in other sections or in other parts of this section. Pipe base and pipe zone backfill will be paid for in Division 15. IA I 2D-6 TRENCH FOUNDATION STABILIZATION Payment for this item will be based on the unit "price per cubic -yard as set forth in the Contractor-'s -Proposal . Measurement will be based upon individual trip_ tickets of actual truck measure furnished to the Engineer for cubic yards used under `this' item. Trip tickets shall be presented to the Engineer ,for signature on the day the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. Payment for this item shall be considered full payment for all materials, ' labor, equipment, and incidentals necessary to furnish' materials at trench site and for =placing it in the trench and for the extra depth of trench excavation required to provide s stable -base for the pipe. This item is to provide for unstable base encountered in the progress of the work and shall be used only as directed by the Engineer. ROCK EXCAVATION , It is not anticipated that conditions requiring rock excavation will be encountered. If rocs is encountered, payment will be made to the Contractor at a rate of $90.00 per cubic yard of rock excavation. Rock excavation will be measured for payment as the actual quantity: of rock removed within the following limits: +, DEPTH Maximum depth for payment purposes shall be as follows - below flow line grade of the proposed pipeline: Depth Below Flow Line Pipe Size Y 12-inch and smaller 6 inches 15 to 21-inch inclusive S inches WIDTH Maximum width for payment purposes shall be 24 inches greater than the inside diameter of the proposed pipeline. Quantities of manhole excavation shall be computed from the actual profile as above, with the width and length taken as 21 inches greater than the inside diameter of the manhole walls. Payment for rock excavation will be paid in addition to the linear foot payment for trench excavation and backfill. 2D-7 Payment for tock excavation shall include full compensation A'1 for all labor, equipment, materials, and incidentals necessary to drill, blast, ,and excavate the material. No payment will be made for rock excavatedbelow the required grade or outside the widths stated above- and no payment will be made for the rock removal by any method other than drilling and blasting. r =g 2D-8 g i 2E BASE AND LEVELING COURSES A. GENERAL SCOPE This section covers the work necessary for the construction of the base and leveling courses complete as shown on the Plans and,specifiedunder this item: SUBGRADE APPROVAL Base course work shall not start until. SUBGRADE PREPARATION work has been completed and approved by the Engineer. RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item r� 2C. Subgrade Preparation ; B. MATERIALS BASE COURSE «' Base course rock shall be 1-1/2 inch minus and shall conform to Section 703.07 of the Standard Specifications for Highway Construction of the Oregon State Highway Division. - �4 LEVELING COURSE Leveling course rock shall be 3/4-inch minus and shall conform to Section 703.07 of the Standard Specifications, O.S.H.D. C. CONSTRUCTION BASE COURSE Spread base course material on the prepared Subgrade to such a q depth that when thoroughly compacted it will conform to the grades and dimensions shown on the Plans with proper allowance for the leveling course hereinafter specified. The base course shall be built up in layers, none of which shall exceed 6 inches in compacted thickness. Crushed rock shall be spread in an even course of uniform thickness from vehicles equipped .with spreading devices. Segregation of material shall be avoided and the material as spread shall be free from pockets of large or fine material. In general, the spreading shall begin at the end of the work 2E-1 t farthest from the point of loading materials. The dumping of base ''course materials in piles upon the subgrade will not be permitted. After the_base course has been spread and brought to line and cross sections, it shall be compacted with approved equipment " to achieve 95; percent density of the maximum- density when _ tested in accordance with AASHTO T99. In-place density will be ;determined by AASHTO T191, T205, or T238. Sufficient water shall be added as needed to facilitate the movement of key material into the voids. The surface of-the-base course shall parallel the cross section and grade established for the top of base course 'within 0.05 foot. LEVELING COURSE ' Spread leveling course material on the completed base course to such a depth that when thoroughly compacted it will conform to the grades and dimensions shown on the Plans with proper allowance for the finished pavement. The leveling course shall be bladed and rolled; to a true surface and cross section. The finished surface of the leveling course shall not vary more than 0.04 foot above or below the specified cross section or grade at any point. The compaction and watering , of the leveling course shall be performed as hereinbefore specified for the base course. { CARE OF THE WORK Following construction of each layer and following completion of the subbase or base, the Contractor shall do such work as the Engineer determines necessary to prevent or repair segregation, ravelling or rutting, and to maintain the layer or course to specified condition until it is covered with a following layer or course or until all contract work is completed, as pertinent. D. PAYMENT Payment for base and leveling courses will be based upon the unit price per ton set forth in the Contractor's Proposal. Measurement will be based upon individual trip tickets of actual truck measure furnished the Engineer for tons used under this item. Trip tickets shall be presented to the Engineer for her/his signature on the day the material is delivered. Material shall be discharged directly from delivery truck to excavated area. No payment will be allowed k on trip tickets that are not properly validated or for material that is not properly utilized. t 2E-2 2F. ASPHALT CONCRETE A. GENERAL SCOPE This work shall consist of constructing one or more courses of , asphalt concrete pavement on a prepared base or on existing pavement in _accordance with these specifications and in reasonably close conformity to the lines, grades, thicknesses, and cross sections shown on the plans or established by the Engineer. t� PRIOR APPROVAL Asphalt concrete work shall not start until BASE; AND . LEVELING COURSE work has been completed and approved by the Engineer. RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item 2E. Base and Leveling Course B. MATERIALS ASPHALT CONCRETE Asphalt concrete -pavement shall be Class B or Class _C mix as shown on the Plans conforming to Section 403.11 of the Standard h Specifications for Highway Construction of the Oregon State Highway Division. Asphalt concrete mix shall contain not less than 6 percent paving asphalt. The asphalt cement shall be += either AR-4000 or AR-8000 and shall conform to Section 403.12 of the Standard Specifications for Highway Construction of the Oregon State Highway Division. f k.Z At least 15 days prior to producing any of the mixture for use in the asphalt concrete pavement, representative samples of 4 acceptable materials proposed for use in the mix shall be *; furnished to the Engineer. The Engineer will determine the proportions of each of the several constituents to be used in the mixture. ` The proportions so determined shall be known as I the "mix formula" and shall be changed only upon order of the Engineer. No mixture will be accepted for use until the "mix formula" for the project is determined. ot 2F-1 y� r MIX FORMULA AND TOLERANCES ' After the mix formula is determined as prescribed above, the several constituents of the mixture and the temperature of the mixtureat the time itis placed in final position shall', conform thereto within the following tolerances, but always within the range of' proportfons specified in Section 403.11 of the Standard Specifications for Highway Construction of the Oregon State. Highway Division: Tolerance (Plus or Minus Constituent of Mixture to Mix Formula) A11' aggregate of sieve sizes 1/4" and larger 6.0% All aggregate of sieve sizes between 1/4" and No. 200 sieve 4.0% Aggregate passing No. 200 sieve 2.0% Asphalt cement 0.5% Temperature of mixture at time it is placed in final position 100F Should a change in source of material be made or should t conditions arise 'which the Engineer determines to justify, the Engineer may establish a new mix formula. TACK COAT Tack coat shall be emulsified asphalt type CRS-1, CSS-1 or CSS-lh and shall conform to Section 407 of the Standard Specifications for Highway Construction of the Oregon State Highway Division. C. CONSTRUCTION TACK COAT Prior to placing asphalt concrete, apply tack coat at 0.06 to 0.10 gallon per square yard to the edges of existing pavement, face of curbs below finished grade line, edges of existing k1 manhole frames, and to the surface of existing asphalt concrete pavement which is to be overlayed. f g' MIXING. PLANT Asphalt concrete shall be proportioned and mixed in a plant of modern design with facilities coordinated and operated so as to produce a mixture within the job mix formula. The plant shall f, 2F-2 I x X. be equipped with suitable storage; bins for aggregates, weighing devices and heating and mixing equipment. Plant facilities shall be open to the Engineer at all times during the paving operation for checking, verifying weights, proportions, and character of materials , and checking temperatures being maintained in the preparation of the mixture. a' PREPARATION The size of batch shallbeas determined by the Engineer based onthemanufacturer's capacity rating or the net cubic contents of the mixer below the center of the mixer shafts. The combined mineral aggregate shall be thoroughly mixed 'dry, after which the 'proper: amount of bituminous cement ..shall be distributed over the aggregate and the whole thoroughly mixed for such period of time as is necessary to produce a homogeneous mixture, of unchanging ;appearance, in which all particles of the mineral aggregate are uniformly coated with bituminous cement. For batching plants, the mixing time after introduction of bituminous cement'shall be not less than 30 seconds and as much .; longer as is necessary to obtain the specified results. For continuous mix plants, the mixing time in seconds shall be as determined by dividing the pugmill dead capacity, in pounds, by ., the pugmill output, , in pounds per second. The mixing time shall be regulated by fixing a minimum gauge in the mixing unit or by other satisfactory mixing unit adjustments. h The ingredients of the mixture _shall be heated, combined and mixed in such a manner as to produce a mixture of such temperature that when deposited on the road, it will be within the temperature range set forth hereinafter. TEMPERATURE The temperature to which the aggregates and bituminous cement are to be heated, and at which the asphalt concrete is to be deposited on the road, shall be in accordance with the following: Degrees Fahrenheit to which aggregates are to be heated before mixing 250° to 325° Degrees Fahrenheit to which bituminous cement is to be heated before mixing 250° to 375° Degrees Fahrenheit at which asphalt con- crete is spread into final position 250° to 300° r 2F-3 L J. [I b i P 9'l HAULING !t Vehicles used for hauling asphalt concrete mixtures shall have tight, clean, smooth metal beds which have been thinly coated with a minimum amount of thin fuel oil, paraffin oil or lime solution to prevent the mixture from adhering to the beds. No loads shall be sent out so late in_ the day as to prevent completion of the spreading and compacting during daylight, , unless artificial light satisfactory to the Engineer is provided. When length of haul is excessive, trucks shall be covered with suitable canvas or burlap covers to prevent loss ' of heat. SPREADING The mixture shall be laid on the leveling course hereinbefore specified.' , The leveling course shall be shaped and rolled as necessary to repair any areas disturbed by the trucking. The placing of the mixture will be permitted only during dry weather and when the ambient temperature is above 40 degrees , Fahrenheit. Pavers shall be self-contained, power-propelled units, provid- ed ,with an activated screed or strike-off assembly, heated if s necessary, and, capable of spreading and finishing layers of asphalt concrete material in lane widths applicable to the specified typical sections, and .to required thicknesses, dines, grades and cross-sections. Pavers used for shoulders and -similar construction shall be capable of spreading and finishing to widthsshown on the plans. The mixture shall be laid in strips of such width as to hold to a practical minimum the number of longitudinal joints required. The longitudinal r joints in any panel shall offset those joints in underneath panels by not less than six inches. t Unless otherwise ordered by the Engineer, the laying of each strip shall commence at the point farthest away from the mixing plant and shall progress toward the plant so that no hauling will be done over freshly placed pavement. The length of strips and the time of placing adjoining strips shall be such that the edge of any strip along a longitudinal joint shall have the adjoining strip constructed against it within 24 hours. Special care shall be taken at longitudinal joints to provide positive bond and required density. No asphalt concrete material shall be placed against the edge of a strip course or layer of similar material that has been i rolled and has cooled unless and until said edge has been prepared in the same manner as hereinafter set forth for transverse joints. s 2F-4 E In locations where the existing pavement is potholed or there are localized failures, the hole or failure shall be patched } prior' to placing the A.C. overlay. The Contractor shall s thoroughly, broom the area to be, 'patched, remove all damaged portions of pavement, and shall shape the hole in order to provide a square shoulder in the direction of traffic against - which the patch can be placed. The sides of the hole should < be nearly ; vertical and the depth of the ,hole shall be p. sufficient to provide a good subgrade which meets the approval of the Engineer. The hole" shall be filled with Class B asphalt concrete to a final grade approximately 1/4-inch above ' the level of the adjacent pavement. If the hole is over 0.5 foot in depth, the mix should be placed in equal layers and ? - compacted. .- The compaction may be obta ned by either 'tamping or wheel-rolling the mixes on areas of irregular shape, limited area, or where unavoidable obstacles make the use of specified spreading and finishing equipment impractical in the 'judgment of the Engineer, the mixture may be spread and finished by hand ; methods which shall be performed in a skillful manner, without segregation of materials, and to specified grade, cross section and smoothness. ' Care shall be taken at all times to prevent segregation in the mixture as evidenced by areas of fine and coarse materials. Any portions where such segregation occurs shall- be corrected with fresh mixture either spread and worked into the ,surface or by complete removal and replacement of segregated mixture as directed by the Engineer. COMPACTION After the spreading, striking-off, and finishing has been performed and while the mixture is still hot„ the asphalt concrete shall be compacted thoroughly and uniformly by rolling. The rolling shall be done with 3-wheeled or tandem roller weighing not less than 8 tons and at least one of which shall weigh not less than 10 tons. In general, one roller shall be provided for each 75 tons of mixture placed per hour ' or each 600 square yards of mixture placed per hour when the depth of course is such that 75 tons of mixture is spread over an area exceeding 600 square yards. On projects involving 1,000 tons or less of asphalt concrete, only one roller (minimum weight of 10 tons) will be required. The first coverage of initial or breakdown compaction shall be perfor�ed when the temperature of the mixture is not less than 250 F. All breakdown compaction shall be com%leted before the temperature of the mixture drops below 200 F. , unless a lower temperature is directed by the Engineer. i 2F-5 Each roller shall be operated by a competent, experienced roller operator and, while the work is underway, shall be kept as 'nearly as _practicable in continuous operation. Rolling shall begin at the sides and progress gradually to the center, except that on super-elevated curves, rolling shall progress from the lower to the upper edge parallel with the center line of the road. In each trip, uniformly overlap each_preceding track by not less than 1/3 the width of the roller until the entire surface has been completely rolled. If a 3-wheeled roller is used, the entire surface shall be covered and compacted with the rear or compression wheels. The rolling and compacting of the asphalt concrete shall compress the mixture to a density of not less than 92 percent of the theoretical maximum density. The theoretical maximum density of the mixture shall be determined in conformance with AASHTO T209 as modified by OSHD. Samples and tests will be taken as frequently and at such- locations as _the_Engineer elects and the results will be made_ known to the Contractor as soon as is practicably possible. However, it shall be the responsibility of the Contractor to obtain specified density at all times. Delay in advising the Contractor of test results shall not act as a waiver of this responsibility. When it is determined that specified density is not being obtained, all paving operations shall be ' dis- AJ continued until corrective measures have been taken. Generally, where an adjoining strip of asphalt concrete is to be placed against a strip which is still hot, that 6-inch width of the strip of asphalt concrete which is nearest the joint with a successive strip shall not be rolled until the adjoining strip has been placed against it, at which time the rolling of the successive strip shall overlap the 6-inch width of the preceding strip of asphalt concrete. During the rolling operations, hand raking. and spotting shall be performed at edges and joints of the mixture to provide neat lines at edges and smooth uniform surfaces at joints. and walls, around manholes and Along forms, curbs, headers, catch basins, and at other places not accessible to the roller, the mixture shall be thoroughly compacted with hot hand tampers, smoothing irons or mechanical tampers. On depressed areas , a trench roller may be employed or compression strips may be used under the roller to transmit compression to the depression area. The surface of the asphalt concrete after compaction shall be smooth and true to the established cross section and grade. Any mixture that becomes loose or broken, mixed with dirt, or is in any way defective, shall be removed and replaced with fresh hot mixture, which shall be immediately compacted to 2F-6 a 4� conform with the ..surroundingAn. area. y areas showing an excess of bituminous cement due to improper rolling procedures shall be removed and replaced. TRANSVERSE JOINTS Placing of a course or strip of asphalt concrete shall be as nearly continuous as practical- and the roller shall pass over an unprotected end of freshly laid mixture only when the laying of the course or strip is to be discontinued long enough to permit the mixture to become chilled. In all such cases, when the work is resumed, the material previously laid fi and permitted to become chilled shall be cut back or removed along the end so as to produce a slightly beveled edge for the y' full thickness of the course' and the old cut away material shall be removed from the work. The new ,mixture , shall be placed or raked against the fresh cut, thoroughly tamped, and 115, rolled to provide a smoothjoint exactly meeting the line, grade, and cross section of adjoining asphalt after thorough compaction. When the end of a course or strip of asphalt concrete is to be temporarily subjected to traffic, the end shall be left on a bevel of approximately_ 20:1, being later cut back to a vertical edge to provide a fresh surface against which subsequently placed asphalt concrete is to abut. SURFACE The surface of the top or wearing surface _ course, when finished, shall be of uniform texture, smooth, true to crown and grade, and free from defects of all kinds. The smoothness shall be such that when tested with a 10-foot: straightedge placed on the surface with its center line parallel to the center line of the street, the maximum deviations of the surface from the edge of the straight edge will no where exceed 0.01 of a foot. TRAFFIC CONTROL No traffic shall come in contact with any course or lift of the pavement until the course or lift has cooled and set sufficiently to prevent marking. Those edges which are to be ' along longitudinal joints shall be protected from traffic to the extent that no breaking down of the edge shall occur. JOINING EXISTING ASPHALT Where new pavement is to join existing asphalt roadway, the existing pavement shall be trimmed to a neat line and coated with tack coat in a manner meeting the approval of the Engineer prior to placing asphalt concrete pavement. r 2F-7 PATCHING to the wearing surface shall be Omissions or damageDefects such as hand patching. immediately cozrected by lack of uniformity, or other raveling, low ` centerse work, shall be corrected as imperfections caused by faulty p ineer ` coating directed b, _ the Eng . All costs incurred inthe Contractor and omissions and inpatchingshall be borne no additional compensation will .be made foorr such work. CLEAN UP ll After the pavement has been completed, the Contractor omhthe collect and remove from the itedall debris r sthelnstreets or Contractor's operatio the paving operation driveways that have been on Engineer. shall be regraded to the-satisfaction of the D. PAYMENT it concrete will be based upon the unit po ic Payment for asphasal per ton (2,000 lbs.) set forth in the avemen Ar's Prop f for Class B and Class C asphalt concrete p aid for shall be the number of tons in . of The quantity to be p pavement, in asphalt concrete actually incorporated in the p accordance'with the Plans and Specifications or ordered by the Engineer. per ton basis at the unit price bid Payment shall be made on a on the Proposal-Pay tonnage will be determined by certified weight tickets furnished for each delivery. Scales and certification' Procedures`shall be approved by the Engineer. ' understood to comprise Payment as above indicated shall be pavement in full and complete payment for the asphalt concrete p place including the furnishing and hauling of all materials, including and supplies, the performing of all work, tools, equipment, and the bearing of all incidental expense. 2F--S C 2G. CONCRETE CURB AND GUTTER A. GENERAL SCOPE This section covers the work necessary for the construction of concrete curb and gutter and standard curb including, but not limited to furnishing materials, forming, mixing, placing .and curing all concrete; placing constructionjoints; -finishing concrete as specified; backfill behind the curbs; and cleanup. B. MATERIALS s CONCRETE Concrete shall have a minimum compressive strength of 3000 psi, 28 days, after placement, using minimum 6-sack mix. An air-entraining admixture shall" be used. It shall be added to the mixer at the time of mixing in such a manner as to insure uniform distribution of the admixture throughout the batch. Entrained air (Percent of Volume) range shall be` 3 percent to S percent. The maximum ..water added per .sack. of cement shall be 6 gallons and the slump range shall be between .2 and 4 inches. " Concrete- obtained-from- other than standard ready-mix plants shall be subject to approval of the Engineer for mix design, materials, batching and mixing. �z FORMS � 1 Prefabricated stae-1 forms may be used. Lumber used in forms shall be of 2-inch material free from loose knots or other defects. Forms shall be thoroughly cleaned before being '= reused. Reuse of forms and form lumber will be permitted only when their conditions are approved by the Engineer. PREMOULDED JOINT FILLER Premoulded joint filler shall be a bituminous type of 1/4-inch minimum thickness and shall conform to ASTM D994. CURING COMPOUND Curing compound shall be Hunt's Process, or equal, as approved by the Engineer. ti 2G-1 s ' ggim ii r _. C. CONSTRUCTION X f EXCAVATION ! Excavation shall be done in conjunction with the excavation of 9- the street. Any portion of the curb subgrade excavated below grade shall be corrected with compacted leveling gravel'. EXTRUDED CURB The machine for extruding cement concrete curb shall be of the } self-propelled type equipped with a material hopper, I= distributing screw, andadjustablecurb forming devices capable of placing and compacting cement concrete or asphalt concrete to the lines, grades, and cross section;as shown in ix an ,even -homogeneous manner. Cement- concrete curb shall be free of honeycomb. Set top of curb grade by an offset guideline using the survey marks established by the Engineer. The forming tube portion of the extrusion machine shall be readily adjustable -$ vertically _during the forward motion of the machine to provide, when necessary, a variable height of curb conforming to the predetermined curb grade. A grade line gauge :or pointer shall be attached to the machine in such manner that a icontinual comparison can be made between the curb being placed I and established curb grade as indicated by the offset guide bine. C . In lieu of the above method for maintaining the curb grade, the extrusion machine may be operated on approved rails or forms set at the proper relative grade. F = FORMS Forms shall conform to the shape, lines, grades, and dimensions shown on the Plans. Inside of forms shall be coated with a light, non-staining form oil. Forms shall be braced and supported to permit thorough tamping of the =' concrete. arm EXPANSION JOINTS Premoulded joint filler shall be placed in the forms in the proper position before concrete is poured. Nails at approximately one foot on centers shall be driven through the filler so as to extend into the concrete when it is poured and hold the filler in position. Joints shall be installed in the curb at the ends of all returns and at not more than 45-foot intervals. Expansion joints for extruded concrete curb shall be required only at curb returns and on each side of driveways. ` 2G-2 Joint filler shall. extend one inch above the top of the 'curb 15 and shall extend through the entire cross section of the curb. Joints shall be properly finished on both, the face of the curb and on the top of the 'curb. After curing of the concrete has been completed, the joint filler shall be cut flush with the adjoining surfaces. CONTRACTION JOINTS Place contraction joints in curbs, midway between expansion joints, at intervals not '<exceeding 18 feet. Contraction joints shall be of the open joint type and shall be_provided by 'inserting a thin, oiled steel sheet vertically in the fresh concrete to force coarse aggregate awayfrom the joint. The steel sheet shall be inserted , 1/2, the depth of the curb. After initial set has 'occurred in the concrete and prior to removing the front curb form, the steel sheet shall be removed with a sawing motion. - Finish top of curb with' a steel trowel and-finish-edges with a'steel edging tool. CONCRETE PLACEMENT Before depositing concrete, work crew and all 'equipment and tools shall be on the job site. Before depositing concrete, all debris. shall be removed from the space to be occupied by ' the concrete. The base shall- be thoroughly wetted, but no pools of water will be permitted. Concrete shall be deposited in its proper place without delay in a_ continuous_ operation. An interval of more than 45 I minutes between any two consecutive batches or loads, or a placing rate of -less than 8 cubic yards of concrete per hour, shall constitute cause for a construction joint at the location and of the type directed by the Engineer in the concrete already placed. In hot weather, concrete in place shall be protected until final finishing can be completed. with a hot dry breeze, windbreaks may be erected or fog nozzles may be used. Curing operation should begin as soon as concrete has set enough to avoid surface damage. FORM REMOVAL } The form on the front of formed curbs shall be removed in not less than one hour nor more than six hours after the concrete f has been placed. In no event shall the front form be removed if the concrete has not reached its initial set. I G FINISH After removal of the forms from exposed faces, holes left (' shall be patched and finished. The patching mixture shall consist of one part cement and two parts mortar sand. In 2G— i general, it is not anticipated that patching will be required. Plywood or metal forms shall ;be used to produce, a uniformly a smooth surface on the exposed face. The use of form ties buried in the curb wall must have', the prior approval of the Engineer, and then only to suit a special forming problem, or as partofthe integral design of , a prefabricated and manufactured standard curb and gutter form. CONCRETE CURING lAfter the concrete has been placed and finished, as specified, it shall be cured by application of a white pigmented liquid membrane-forming compound applied uniformly to the damp x, concrete by pressure spray methods, or by keeping the concrete protected and moist for a least 72 hours. The concrete structure shall be kept from contact and strain for at least 7 days. BACKFILL l; Backfill behind the curb and gutter shall not be started until seven days after the concrete has been placed. Backfill shall conform to the lines shown on the Plans. Care shall be taken to preserve the curb and gutter alignment while backfilling. In no case shall base rock be placed and compacted in the street before the curbs are properly backfilled. L.r D PAYMENT Payment for concrete curb and gutter and standard concrete curb will be based upon the unit price per linear foot set forth in the Contractor's Proposal Payment for concrete curb and gutter and standard curb constitutes full payment for all I work required for construction as specified herein. 2G-4 2H CONCRETE SIDEWALK A. GENERAL SCOPE This, section covers the work necessary for installing concrete sidewalk and sidewalk ramps. B. MATERIALS LEVELING GRAVEL Leveling gravel shall be 3/4-inch minus 'crushed rock. I fi CONCRETE Concrete shall have a minimum compressive strength of 3000 psi, 28 days after placement, , using minimum 6-sack mix with a clump range of 2 inches to 4 _inches. An air-entraining �5, admixtureshall be used. It shall be added to the mixer at i the time of mixing in such a manner as to insure uniform 01.111 distribution of the admixture throughout the batch. Entrained air- ;(percent of volume) range shall be 3 to 5 percent. The maximum water added per sack of ,cement shall be six gallons. Concrete obtained from other than standard ready-mix plants r+ shall be subject to approval of the Engineer for mix design, materials, batching and mixing. FORMS Lumber used in forms shall be S4S, free from loose knots or other defects. Form material shall be 2 inches by 4 inches for driveway approaches. Forms shall be thoroughly cleaned before being reused. Reuse of form lumber must be approved by the Engineer. PREMOULDED JOINT FILLER Premoulded joint filler shall be a bituminous type of 1/4-inch minimum thickness and shall conform to ASTM D994. CURING COMPOUND Curing compound shall be Hunt's Process, or equal, as approved by the Engineer. ` i C 2H-1 E C. CONSTRUCTION LINE AND GRADE Concrete walks shall be constructed so that they _do not deviate more than 1/4-inch laterally or 1/8-inch vertically 'r 5 from the required line and grade. FORMS Forms shall conform to the shape, `_ lines, grades, and x dimensions shown on the Pians, unless the Engineer requires modifications to conform to existing site or driveway conditions. EXPANSION''JOINTS Premoulded joint filler shall be placed at not more than 45-foot intervals in sidewalks. Nails at approximately 1-foot centers shall be driven through the filler to hold the filler in position after the concrete is poured. Joint filler shall extend through the entire cross section of the joint. Joint shall be finished with a 1/4-inch radius . edger. After the concrete has cured, the joint filler shall be cut flush with adjoining surfaces. j SCORE LINES r Scoring of sidewalks shall be traverse to the centerlineof the sidewalk at a spacing of 3.0 foot on center. All score marks shall be straight, 1/4-inch in depth, and finished with a 1/4-inch radius edge. CONCRETE PLACEMENT Before depositing concrete, work crew and all equipment and 4 tools shall be on job site, all debris shall be removed from within forms, base shall be thoroughly wetted, and all water pools shall be removed. . Concrete shall be deposited in proper place without delay in a continuous operation. An interval of more than 45 minutes g between any two consecutive batches or loads, or a placing rate of less than 8 cubic yards of concrete per hour, shall E E constitute cause for a construction joint at the location and of the type directed by the Engineer. Concrete shall be spread uniformly between forms and thoroughly compacted with f an approved strikeboard. 2H-2 >, E rA FINISH After "the concrete .has been thoroughly compacted; and leveled, it -shall be floated with a wood float and finished at the proper time with a steel float. Joints shall be edged with 1/4-inch radius edger. The surface shal be brushed in a transverse direction to the centerline of the sidewalkwitha fiber hair brush approved by the Engineer. CONCRETE CURING After the concrete has been placed and finished, as specified, �'• it shall be 'cured by application of a white pigmented liquid membrane-forming compound' applied uniformly to the damp concrete by pressure spray methods, or by keeping the concrete ' protected and moist for a least 72 hours. The concrete structure shall be kept from contact and strain for at least 7 days. BACKFILL After the concrete has set for at least one day, backfill voids left by edge forms and 'grade backfill. D. PAYMENT SIDEWALKS Payment for concrete sidewalks will be based upon the unit price per square foot set forth in the Contractor's Proposal. Payment constitutes full payment for all work required for construction of concrete sidewalks as specified herein. SIDEWALK RAMPS } Payment for the construction , of sidewalk ramps shall be ' considered as included in the contract unit price for sidewalks and no additional compensation will be allowed } therefor. .r 2H-3 i ' 2I. PAVEMENT MARRING A� SCOPE This section covers the work necessary for painting pavement markings on the finished pavements in accordance with these Specifications and the dimensions and ,patterns shown on the Plans. B. MATERIALS PAINT Pavement markings paint shall be in accordance with U. S. Government Paint Specifications "TT-P-115E Paint, Traffic, r Highway, White and Yellow". 5 C. CONSTRUCTION The Contractor shall furnish an experienced technician to supervise the location, alignment, layout, dimensions, and application of pavement markings. The area to be painted �. shall be free of loose particles, grease, laitance, or other foreign-matter-that would reduce the bond between the coat of }. paint and the pavement. The markings shall be applied by I machine methods acceptable to the Owner. ; t The paint shall be thoroughly mixed prior to application and E shall be applied only when the pavement surface is dry and clean, when the atmospheric temperature is above 40 degrees F, and when the weather is not excessively windy, dusty, or r foggy. i 1 Paint shall be applied uniformly at a rate of not less than 80 nor more than 100 square feet per gallon. All markings shall be protected from traffic until the paint is thoroughly dry. All markings shall present a clean cut and uniform appearance. Any deviation in the edges of all markings shall not exceed 1/4-inch in 50 feet and the width of the markings shall be within a tolerance of 5 percent of the widths shown on the Plans. All markings which fail to meet these tolerances and do not have a uniform, satisfactory appearance shall be corrected by the Contractor at the Contractor's expense. i D. PAYMENT i Payment for the work in this section will be based on the lump sum price for pavement marking set forth in the Contractor's proposal. a 2I-1 2J. MANHOLES r- A. GENERAL SCOPE This section covers the work necessary for construction of manholes, B. MATERIALS BASE ROCK Clean 3/4- inch minus gravel or crushed rock. - CONCRETE BASE Either cast-in-place or precast concrete, manhole bases may be used. CONCRETE Ready-mixed, conforming to ASTM C94, Alternate 2. Maximum aggregate 1-1/2 inches. Strength 2,500 psi at 28 days. Slump 0 2 to 4 inches. PRECAST CONCRETE BASES Precast manhole base shall conform to ASTM C478. All details of construction must be submitted to the Engineer prior to construction. Base sections shall have the base slab integral with sidewalls. Base slab shall be 6 inches thick with No. 4 reinforcing bars, 8-inch centers, both directions in center of slab. Tie reinforcing steel to wall steel with minimum lap of 24 bar diameters but in no case less than 12 inches. FLEXIBLE MANHOLE CONNECTORS r Flexible manhole connectors for precast bases shall be Kor-N- Seal as manufactured by NPC Systems, Inc. , or approved equal. All metal parts shall be stainless steel and conform to ASTM Fir A304. PRECAST SECTIONS Conform to ASTM C478. Minimum 48 inches in diameter. Eccentric canes. Steps cast in section by manufacturer. 2J-1 MANHOLE STEPS Type A, wrought 'iron safety; type conforming to ASTM A207, 12 inches by 8 inches by 2' ,inches with 3/4-inch diameter minimum section as manufactured by Lane Forging and SupplyCo. , Portland, OR. FRAMES AND COVERS Frame and cover shall be gray cast iron conforming to ASTM A 48, Class 30. Bearing surfaces shall be planed or ground to provide flat and true surfaces, MORTAR Standard premixed mortar conforming to ASTM C387. PLASTIC GASKETS Preformed plastic gaskets may be used in lieu` of mortar to connect precast manhole sections. Gaskets shall be Ram-Nek; as manufactured by K. T. Snyder Company, Inc. , Houston, Texas, or ,s a comparable product approvedbythe Engineer. PIPE STUBOUTS t Pipe stubouts shall be the bell or hub sections of the gravity pipes specified in Section 15 and selected for installation on this project. Each stubout shall include a rubber Basketed E I watertight plug. C. CONSTRUCTION e' EXCAVATION AND BACKFILL Conform to applicable pp portions of section TRENCH EXCAVATION AND BACKFILL. Backfill of manholes shall conform to highest trench class immediately adjacent. BASE ROCK Remove water from excavation. Provide 12-inch minimum layer compacted BASE ROCK. If material in bottom of trench is unsuitable for supporting manhole, excavate below the manhole s subgrade as directed by the Engineer and backfill to required t grade with FOUNDATION STABILIZATION material as specified and paid for in section TRENCH EXCAVATION AND BACKFILL, CONCRETE BASE Construct concrete base so that first section of precast manhole can be installed plumb with uniform bearing throughout ! full ' circumference. Deposit sufficient mortar on base to 2J-2 i BF 77 p cassure watertight seal between base and manhole wall or place the first precast section ofmanhole in concrete base before ' concrete has set. First section shall be properly located and plumb. }' PRECAST CONCRETE BASES Precast base sections shallbe carefully placed on the prepared bedding so as, to be fully and uniformly supported in true alignment. Ensure that all entering pipes can be inserted' on proper grade. Leveling the base section by wedging gravel under the edges shall not be permitted. PRECAST MANHOLE SECTIONS Clean ends of sections of foreign materials. Wet joint with water _prior to placing mortar. Place mortar on groove of lower section. Set next section in place. Fill joint completely with mortar of the proper consistency. Trowel interior and exterior surfaces - smooth on standard tongue-and-groove joints.' Wipe ;or otherwise clean the excess mortar from the inside of the keylock joint. When the keylock joint is used, it the intent that the void between the tongue-and-groove be completely filled with mortar and that the interior and exterior end faces of the section to be placed seat fully on the previously placed section. Prevent mortar from drying out and cure by applying an Eli, approved curing compound or comparable approved method. Chip out and replace all cracked or defective mortar. Completed manholes shall be rigid and watertight. MANHOLE INVERT ' Construct manhole inverts with smooth transitions to insure an unobstructed flow through manhole. Remove all sharp edges or rough sections which tend to obstruct flow. Where a full section of pipe is laid through a manhole, break out the top section as indicated and cover exposed edge of pipe completely with mortar. Trowel all mortar surfaces smooth. ' FLEXIBLE JOINTS Provide joints in pipe not more than 1.0 foot from manhole walls. Lay pipes entering manholes on firmly compacted BASE ROCK to undisturbed earth. Where the last joint of the line laid up to the manhole is i more than 1.0 foot from the manhole base, a 6-inch concrete encasement shall be constructed around the entire pipe from the manhole base to within 1.0 foot of the pipe joint. The pipe encasement shall be constructed integrally with the 2J-3 ` manhole base. Pipes -'laid out of the manhole shall be shortened to insure that the first joint is no more than 1.0 foot from the manhole base. FLEXIBLE MANHOLECONNECTORS Flexible manhole connectors` shall be installed in precast bases so as to form a permanantly watertight seal with the opening in the precast concrete base. PIPE STUBOUTS Install pipe stubouts as shownonthe Plans to a maximum length of 1.0 foot outside the manhole wall. Install stubouts integrally with manhole base and construct base channel for 10 stubout. Install a ` rubber gasketed watertight plug in stubouts and secure the ,plug to withstand internal or external hydrostatic test pressures without leakage. Plugs shall not be_grouted into place or otherwise secured by cast-in-place concrete. If stubout invert elevations are not shown on the Plans, match the elevation of the inside top of pipe stubout to the elevation of the inside top of the outlet pipe, unless otherwise directed by the Engineer. MANHOLE EXTENSIONS ff Install extensions as shown on Plans.' Lay risers in mortar L : with sides plumb and tops level. Extensions shall be " watertight: (�3 ' MANHOLE RINGS AND COVERS Install rings and covers on top of manholes to positively prevent all infiltration of surface or groundwater into manholes. Rings shall be set in a bed of mortar with the mortar carried over the flange of the ring as shown on the Plans. Set rings so tops of covers are flush with surface of adjoining pavement or ground surface, unless otherwise shown on Plans or directed by the Engineer. MANHOLES OVER EXISTING PIPE LINES Excavate around existing sewer pipe as required to provide for BASE ROCK and CONCRETE BASE. Contractor shall take care not to disturb existing pipe and shall provide such bracing or other protection as may be required to maintain the function Eli of the existing pipe during construction. Place BASE ROCK and construct CONCRETE BASE as specified in this section. Break out top half of existing pipe within new manhole and construct new pipe inverts with smooth transitions s 2J-9 i to the existing pipe. Construct smooth transition `from broken edge of existing pipe to channel wall of new manhole. MANHOLE PLUGS After completion of new sanitary sewers and reconnection of ( ' all building sewers, plug sewers at locations shown, on the Plans. Clean inside of pipe to assure a watertight bond with concrete. Pack pipe with a stiff mixture of concrete for a minimum length at least equal to pipe diameter. Plug shall provide a-watertight seal. PVC PIPE CONNECTIONS TO MANHOLES Connection of PVC pipe to manholes shall be made by using a gasketed asbestos cement manhole adapter grouted< directly to the manhole. Installation 'shall be per pipe manufacturer's recommendations. HYDROSTATIC TESTING When, in the Engineer's opinion, the groundwater table is too -r low to permit visual detection of leaks, 2 manholes shall be hydrostatically tested. The test shall consist of plugging all inlets and outlets and filling the manhole with water to a height determined by the Engineer. Leakage in each manhole 4 shall not exceed 0.2 gallon per hour per foot of head above the invert. A manhole may be filled 24 hours prior to time of testing to permit normal absorption into the pipe walls to take place. u If more than one of the manholes tested fail the hydrostatic test, the Contractor will be required to test all or as many manholes as the Engineer may deem necessary. Repair all manholes that do not meet the leakage test or are unsatisfactory from visual inspection to conform to the requirements herein. D. PAYMENT MANHOLES Payment for manholes will include payment for all work necessary to construct the manholes. Payment will be based on the price stated in the Contractor's Proposal for manholes 6 feet or less in depth plus the unit price per foot stated in the Contractor's Proposal for extra depth of manhole over 6 feet, including extensions if required. t10 deduction will be made from the manhole price for depths less than 6 feet. 2J- 5 Manhole depths will be measured from the top of the manhole ring and cover - to the manhole invert at the center of the manhole. The depth will be to the nearest foot, as measured by the Engineer. Payment shall include compensation for overexcavating and placing base rock under the concrete base. 'PIPE STUEOUTS Payment for pipe stubouts will be based upon the unit price for each size set forth in the Contractor's Proposal. Payment shall constitute full compensation for the work related to furnishing and installing pipe stubouts. t. EE 4" 4 x 2J-6 t h 4 2K. CATCH BASINS A. GENERAL SCOPE This section covers the work necessary for constructing catch basins complete at locations and of the type shown on the Plans. B. MATERIALS BASE GRAVEL Base gravel shall be 3/4-inch minus gravel or crushed rock. CONCRETE c Concrete shall have a minimum compressive strength of 3000 psi, 28 days after; placement, using minimum 6-sack mix. An air-entraining admixture shall be used. It shall be added to the mixer at ;the time of mixing in such a manner as to insure .. uniform distribution of the admixture throughout the batch. ` Entrained air (Percent of Volume) range -shall be 3 to 5 percent. The maximum water added per sack of cemer,, shall be Eli 6 gallons and -the slump range shall be between 2 and 4 inches. Concrete obtained from other than standard ready-mix plants � shall be subject to approval of the Engineer for mix design, f materials, batching and mixing. GRATE AND FRAME J'�qFabricate grates and frames as shown on the details from structural steel conforming to ASTM A36. C. CONSTRUCTION 9 EXCAVATION � { Excavation shall be to neat finish lines. When concrete curb is adjacent to catch basin, excavation shall follow curb construction by at least seven days. f BACKFILL Y In general, catch basins shall be poured against excavated El earth and backfill will not be required. When exterior forms are used and backfill is required, backfill shall be compacted, 3/4-inch minus crushed rock. Eli 2K-1 S FORMS Interior forms shall be either prefabricated steel or smooth plywood. If excavation is to neat lines, exterior forms may not be required. Interior forms > shall -be -constructed to insure that the inlet frame is embedded precisely as shown on the details. All forms shall be thoroughly cleaned before reuse. CONCRETE PLACEMENT Before depositing concrete, the work `crew and all equipment and tools must be on the job site. All debris shall be removed from the space to be filled by concrete. No construction joints will be allowed in catch basins. FINISH After removal of the ,interior forms, holes shall be patched and finished. The patching 'mixture shall consist of one part cement and two parts mortar sand. The outside edges of the 1 top of the catch basin shall be finished with an edging tool with 1/4-inch radius. SUBGRADE DRAINS " Subgrade drains shall be installed as shown on the details or as specified by the Engineer. c, - CATCH BASINS CONSTRUCTED OVER EXISTING STORM DRAIN LINE ., Where a catch basin is to be constructed over an existing storm drain pipe, the existing storm drain pipe shall be saw cut in such a manner that no cracking or breakage occurs to the pipe. Should the pipe become damaged during excavation or said cutting, the Contractor shall replace the entire section of pipe at no expense to the Owner. The existing storm drain pipe shall be supported so that no settlement occurs while the catch basin is being constructed. D. PAYMENT CATCH BASINS Payment for catch basins will be based upon the unit price per each as set forth in the Contractor's Proposal. Payment shall constitute full payment for all work required to construct catch basin and field inlet. 2K-2 4\. } t s Iu 2L. STORM DRAIN INLET STRUCTURES $ A. GENERAL SCOPE This section covers the work necessary for constructing storm drain inlet structures complete at locations shown on the Plans. �s B. MATERIALS t r r BASE GRAVEL g Base gravel shall be 3/4-inch minus gravel or crushed rock.' CONCRETE Concrete shall have a minimum compressive 'strength of 3000 psi , 28 days after placement, using minimum 6-sack mix. An air-entraining admixture shall be used. It 'shall be added to the mixer at the time of mixing in such a manner as to insure w uniform distribution of the admixture throughout the batch. Entrained air (% of -Volume) range shall be 3 percent to 5 percent. The maximum water added per sack of cement shall be 6 gallons and the slump range shall be between 2 and 4 inches. ' Concrete obtained fromotherthan standard ready-mix plants shall be subject to approval of the Engineer for mix design, materials, batching, and mixing. GRATE AND FRAME Fabricate grates and frames as shown on the details from structural steel conforming to ASTM A36. STEEL REINFORCEMENT Deformed billet-steel bars conforming to ASTM A615, rail-steel deformed bars conforming to ASTM A616, or axle-steel deformed r bars conforming to ASTM A617, Grade 60. C. CONSTRUCTION Q EXCAVATION Excavation shall be to neat finish lines. } 2L-1 BACKFILL In general, inlet structures shall be poured against excavated earth and backfill will not be required. When exterior forms are used and backfill is required, backfill shall be compacted 3/4-inch minus crushed rock. FORMS Interior forms shall be either prefabricated steel or smooth plywood. If excavation is to neat lines, exterior forms may not be required. Interior forms shall be constructed to insure that the inlet frame is embedded precisely as shown on the details. All forms, ,shall be thoroughly cleaned before reuse. CONCRETE PLACEMENT Before depositing concrete, the work crew and all equipment and tools must be on the job site. All debris shall be removed from the space to be filled by concrete. No construction joints will be allowed in catch basins. :x FINISH j After removal of the interior forms, holes shall be patched and finished. The patching mixture shall consist of one part cement and two parts mortar ` sand. The outside edges of the top of the catch basin shall be furnishedwith an edging tool with 1J4-inch radius. s PLACING REINFORCING STEEL CLEANING Clean metal reinforcement of any loose mill scale, oil, I ` earth, and other contaminants. STRAIGHTENING AND REBENDING Do not straighten or rebend metal reinforcement. E PROTECTION, SPACING, AND POSITIONING �a Conform to the current edition of the ACI Standard Building Code Requirements for Reinforced Concrete (ACI 318) , reviewed placing drawings and design drawings. E 4 2L-2 LOCATION TOLERANCES Conform to the current edition of Recommended Practice for Placing Reinforcing Bars published by Concrete Reinforcing Steel Institute. SPLICING _ Conform to Plans and current edition of ACT Code 318. Splices in adjacent bars shall be staggered. TYING REINFORCING BARS Conform with CRSI Recommended Practice for Placing Reinforcing Bars (current edition) . kj REINFORCEMENT AROUNDOPENINGS Place an equivalent area of steel around the pipe or opening andextendon each side sufficiently to develop bond in each bar. FA s WELDING REINFORCEMENT Welding shall be done in accordance with the Recommended Practices ,for Welding Reinforcing Steel, Metal Inserts, and Connections in Reinforced Concrete: Construction (AWS D-12.1)- published by the American Welding Society. FIELD BENDING Field bending of reinforcing steel bars is not permitted when rebending will later be required to straighten bars. D. PAYMENT STORM DRAIN INLET STRUCTURES Payment for storm drain inlet structures will be based upon the unit price per each as set forth in the Contractor's Proposal. Payment shall constitute full payment for all work required to construct storm drain inlet structures including but not limited to the required excavation and backfill. �r 2L-3 I 6 I 2M. SEEDING AND MULCHING'; E A. GENERAL SCOPE' This `work shall consist of the preparing, fertilizing, seeding and mulching of ,slope areas to develop a growth of grass. The areas involved will comprise all unpaved areas disturbed by construction. CONSTRUCTION SEASON Unless otherwise approved, this work is to be performedduring either the _spring season, generally between February lst and -May 15th, or the ,fall season, generally between August lst and November 15th. The work shall be performed only at times when local weather and other conditions - affecting the work are favorable to proper prosecution within the specified seasons. The work under this specification shall not be undertaken when wind velocities would prevent uniform application of the materials involved or when winds would drift the materials to areas on which they are not desired. B. MATERIALS SEED, FERTILIZER AND MULCH MATERIALS Seed, fertilizers and mulch shall conform to the applicable portions of the Standard Specifications for Highway Construction of the Oregon State Highway Division, Section 781. Fertilizer shall be inorganic. Mulch shall be wood cellulose fiber. Seed shall be an acceptable pasture grass mixture as approved by the Engineer. C. CONSTRUCTION SUBMITTALS Contractor shall submit to Engineer certificates of inspection of seed by state or federal authorities and copies of delivery invoices or other proof of quantities of seed, mulch, and fertilizer. 2M-1 a AREA PREPARATION � in accordance with The area to be seeded shall be prepared Section 681.31 of the Standard _ Specification for Highway Construction, Oregon State Highway Division. FERTILIZING AND-SEEDING Seed, fertilizer and mulch shall be applied in accordance with Section 681.32 of the Standard Specification forHighway of Construction, Oregon State .Highway Division. App I the seed mixture, fertilizer and mulch shall be by h draulic-type, equipment. Prepare and apply slurry at the rate Y and ,proportion specified below: k Seed 50 lbs/acre Fertilizer 400 lbs/acre Fiber Mulch 1500 lbs/acre Water As necessary CPRE OF WORK During construction work of any kind under the contract, the Contractor shall take ' such . prec he seededary measures u are warranted to protect and preserve the seeded areas and mulched r areas from damage of any kind and from any cause. �.. Seeded areas and mulched areas which become damaged shall be repaired, fertilized, seeded and mulched as necessary to restore them to specified condition when so directed and the 1.111 Contractor shall bear all expense involved in such restoration work. The restoration work shall be in accordance with the applicable requirements for the original work. D. PAYMENT SEEDING AND MULCHING Payment for seeding and mulching will be based upon the lump sum price set forth in the Contractor's proposal. AA v 2M-2 A, 2N. STREET BARRICADES i A. GENERAL SCOPE This work shall consist of the construction of the street barricades. x B. MATERIALS POSTS AND RAILS ' l Wood posts and rails shall be pressure treated Douglas Fir, West Coast Hemlock, White Fir, Ponderosa Pine, Lodgepole Pine, t? Sugar Pine, or White Pine. Posts shall be surfaced four sides. Pressure treatment shall r conform to the requirements of AASHTO M133 and shall be one of U the following: 4 a. Creosote b. Creosote-petroleum solution leC. Pentachlorophenol Posts shall be incised on all faces ;a minimum depth of 3/4-inch and shall be treated in conformance with the American Wood Products Association Standards Cl and C2, except the minimum retention (empty-cell process) : of preservative shall be 10 pounds per cubic foot of wood (0.50 pound } pentachlorophenol dry salt) . The minimum penetration shall be not less than 3/4-inch and 90 percent of sapwood. White fir shall be treated in conformance with the American Wood Products Association Standards for Pacific Coast Douglas Fir. Rails shall be utility grade with finished surface. HARDWARE ) Nuts, bolts, and washers shall be galvanized steel and of a quality to develop the specified strength of the splices and connections. Galvanizing shall conform to the requirements of ASTM A153. PAINT Paint shall be reflectorized paint. Contractor shall submit paint samples to the Engineer for approval. 2N-1 C. CONSTRUCTION STREET BARRICADE The street barricade shall be installed at the location ,shown on the Plans. Backfill around the posts shall be placed in layers not exceeding 6 inches and each layer shall be compacted to a firm, dense condition. Materials which are damaged during installation shall be removed and replaced. All bolts shall be drawn tight. Bolts shall be of sufficient length to extend slightly beyond the nuts. D. PAYMENT Payment for the street barricade shall be based on the unit price for each stated in the Contractor' Proposal. Payment shall be considered full -compensation - for furnishing' all labor, materials, and equipment to 'assemble and install the barricade specified in these Specifications and as shown on the Plans. ral 2N-2 s 15A. WATER PIPE AND FITTINGS I.k I A. GENERAL I ' SCOPE This section covers all work necessary, to furnish and install Imain line water pipe and fittings, complete. j PIPE SASE 1 IThe pipe base extends for the full width of the trench from 4 inches below the outside bottom of the pipe barrel to the invert level of the pipe. PIPE ZONE The pipe zone extends for the full width of the trench from I> the invert level of the pipe to 6 inches above the outside top of the barrel. I LS. MATERIAL 4 PIPE Pipe shall be push-on joint ductile iron pipe, centrifugally cast of 60-42-10 iron and shall conform to ANSI A21.51 or AWWA C151. Thickness class shall be Class"51. The pipe shall be (, cement lined and seal 'coated in accordance with ANSI A21.4. The rubber-ring gaskets shall be suitable for the specified pipe sizes and pressure, shall conform to applicable parts of the latest Federal Specification WW-P-42, and shall be furnished by the pipe manufacturer. A non-toxic vegetable soap lubricant shall be supplied with the pipe in sufficient quantities for installing the pipe. FITTINGS Fittings shall be cast iron mechanical joint, Class 250, mortar lined, conforming to ASA A-21.10 and A21.11. CONCRETE Concrete for thrust blocking shall be ready-mixed, conforming to ASTM C 94, Alternate 2. Maximum aggregate 1-1/2 inch. Strength 2,000 psi at 28 days. Slump 2 to 4 inches. l 15A-1 PIPE BASE' Pipe base shall be clean pea gravel or crushed rock with a maximum size of 3/4-inch, uniformly grade from coarse to fine. PIPE ZONE BACKFILL Material for the pipe zone backfill shall be crushed rock with a maximum size of 3/4-inch,,' uniformly, graded from coarse to fine. Clean beach, 'pit-run, or reject crusher-run sand may be substituted for gravel in trencheswith no groundwater in the ` trench. C. CONSTRUCTION i.r CONNECTIONS TO EXISTING SYSTEM h Contractor shall coordinate all work with the Metzger Water District. Water Department personnel will operate the existing water system valves. i Connections shall be made to existing pipe or fittings as lW shown on the Plans. Contractor shall locate the pipe or fittings through exploratory excavation. PREPARATION OF TRENCH. GRADE 11 Grade the bottom of the trench by hand to the lineandy grade to which the pipe is to be laid, ` with proper l allowance for pipe thickness and for pipe base. Before each section of the pipe is laid, check grade with a straight-edge at least as long as the pipe section, and correct any irregularities in trench bottom. The trench bottom shall form a continuous and uniform bearing and support for the pipe at every point between bell holes, except that the grade may be disturbed for the removal of lifting tackle. PIPE BASE After excavating and before placing the pipe in the trench, backfill the trench to proper grade with material r specified. [ BELL HOLES Dig bell holes in bottom of trench of sufficient depth and width that the coupling, when laid, shall not bear against the earth. 15A-2 REMOVAL OF WATER Provide and maintain ample means to remove water 'entering the trench during the laying operation to the extent required to; properly grade the bottom of the `trench and allow for 'proper compaction of the backfill around the pipe zone. Do not lay pipe in -water except with the 3 approval of the Engineer. DISTRIBUTION Distribute material on the job no faster than it can be used to good advantage. In general, no more than one week's supply of material shall be distributed in advance of laying, unless otherwise approved. PREPARATION OF PIPE Carefully inspect . pipe before laying and do not use any cracked, broken, or defective pieces. HANDLING 1 Use only proper implements, ',tools, and facilities for the safe and proper protection of materials and workers. Carefully lower pipe into the trench to prevent damage to the pipe. Do not dump or drop pipe on ground or into trenches. I CLEANING PIPE AND FITTINGS W Remove all lumps, blisters, and excess` coal-tar coating from the bell-and-spigot ends of each pipe. Wire brush the outside of the spigot and the inside of the bell and wipe clean, dry, and free from oil and grease before the pipe is laid. Wipe ' the ends of mechanical joint pipe and fittings and of rubber j gasket joint pipe and fittings clean of all dirt, grease, and foreign matter. CUTTING PIPE Cut pipe for inserting valves, fittings, or closure pieces in Vis` a neat and workmanlike manner without damaging the pipe or lining so as to leave a smooth end at right angles to the axis of the pipe. Cut pipe with milling type cutter, rolling pipe cutter, or with sledge and cold cutter. Do not flame cut. Dress cut ends of push-on joint pipe by beveling, as recommended by the manufacturer. 1SA-3 9 LAYING AND JOINTING PIPE After the pipe has been lowered into the trench, assemble pipe in accordance with directions of the manufacturer. Unless otherwise directed, lay pipe with bell end facing in the direction of' the laying. After the joint has been made, align the pipe and check for, grade. The deviation of any section of pipe from the line and grade shown or established by the owner shall not exceed 1- inch. Protect the pipe ; to prevent entrance of foreign material before the pipe is placed in the new line. At all times when laying is close open ends of inot progress, the pipe with a watertight- plug ,or other approved means so no trench 'water or " material can enter the pipe. Take all precautions foreign necessary to prevent the pipe from Floating. , If the pipe cannot be lowered into the trench and placed without, earth or foreign material oven canvas bag of suit, the itable s may require that a heavy, tightlyineer - size be placed over each end before lowering and left there to be made to the adjacent pipe. until the connection i 1 e with a minimum cover of 30 inches, unless Install p P otherwise directed by the Engineer. HANDLING AND LAYING FITTINGS Handle fittingscarefullyto prevent injury to the coating. Place no other material in the fittings during transportation z' or at any time after they have been coated. Provide or implements, tools and facilities satisfactory to the Engineer for the safe and convenient prosecution of the work. Lower fittings carefully into the trench so as to prevented mag into to the material or coating. Do not dump or drop g the trench. Remove all foreign material or dirt from ithin the fitting before lowering into position. Keep f ittings lean during and after laying. Before lowering and while suspended, inspect the fitting for defects and lightly rap with a hammer to detect cracks. Reject any defective, damaged or unsound fitting. Mechanical joint fittings vary slightly with different manufacturers. Install the particular fittings furnished in In accordance with the manufacturer 's recommendations. d. a general, the procedure shall be as hereinafter specified. Clean the ends of the fittings of all dirt, mud, and foreign matter by washing with water and scrubbing with lanwire of lithe after which slip the gland and gasket on the pa end pipe. If necessary, lubricate the end of the pipe to s 15A-4 is facilitate sliding the gasket in place. Then guide the fitting onto the spigot of the pipe previously laid. ANCHORAGE LOCATION Securely anchor all tees, plugs, caps, bends, and other locations where unbalanced forces exist by suitable thrust blocking as shown or hereinafter specified. THRUST BLOCKING Place reaction or thrust blocking as shown on the Plans. Place thrust blocking between the undisturbed ground and the fitting to be anchored. Place blocking, unless specifically shown otherwise, so that the pipe and fitting joints will be accessible for repairs. BACKFILL AT THE PIPE ZONE After the pipe is in place and ready for backfilling, place PIPE ZONE 'BACKFILL materialatapproximately the same rate on each side of the pipe such that the elevation of the backfill on each side of the pipe is approximately equal at all times. Compact the backfill by tamping in 6-inch lifts to the horizontal centerline of the pipe. Particular attention shall be given to the backfilling and tamping procedures to assure that no unfilled or uncompacted areas occur beneath the pipe. The remainder of the backfill in the pipe zone shall be placed. After backfilling to the top of the pipe zone, E compact the backfill material to at least 85 percent of its maximum density as determined by AASHO T 99, or approved by the Engineer. HYDROSTATIC TESTS Make pressure and leakage tests on all newly laid pipe and valved sections of the pipe. The maximum length of pipe to be tested at one time shall be the length of pipe between main line valves. Furnish all necessary equipment and material, make all taps, and furnish all closure pieces in the pipe as required. The Engineer will monitor and approve a satisfactory test. i �-may 15A-5 Furnish the following equipment and materials for the tests, unless otherwise directed by the .Engineer: 2 Approved graduated containers 1 2 Pressure gauges l Hydraulic force pump as approved by the Engineer Suitable hose and suction pipe as required Conduct tests after the trench has been backfilled or partially backfilled with the joints left exposed for inspection. Where any section of pipe is provided with concrete thrust blocking, do not conduct pressure test until j at least 5-'dayshave elapsed after the concrete thrust blocking was installed. If high-early cement is used for the concrete thrust blocking, the 5 days may be cut to 2 days. Conduct the pressure test in the following manner, unless otherwise directed by the Engineer: After the pipe has been i backfilled or partially backfilled, as hereinbefore specified, fill the pipe with water and; permit it to stand .for a 24-hour period to allow natural absorption to take " place. The _pressure to be used in the ;test shall_ be 150 psi, calculated for the low point of the section to be tested. DURATION .. The duration of each pressure test shall be 30 minutes. EXPELLING AIR i Before applying the specified test pressure, expel all air from the pipe, and allow the specified time for the pipe to absorb what water it will. E PROCEDURE Fill each valved section of pipe slowly with water to replace any lost by absorption; and apply the specified test pressure, t measured at the point of lowest elevation, by means of a pump connected to the pipe in a satisfactory manner. Valve off the pump and hold the pressure in the line for the test period. At the end of the test period, operate the pump ¢ until the test pressure is again attained. The pump suction r shall be in a bucket, barrel, or similar device, or through a meter, so that the amount of water required to restore the test pressure may be measured accurately. � E r 1SA-6 c LEAKAGE rLeakage is defined as the quantity of water necessary to restore the specified test pressure at the end of the test period. No pipe installation will be ,accepted until the leakage is Tess than the number of gallons "per hour as s determined by the formula: 7 NDP ., L = 6—,500 4 In the above formula: L = Allowable leakage, in gallons per hour N = Number of joints in the length of pipe tested k (each coupling, fitting or valve will be counted as one joint) �.: D = Nominal diameter of pipe, in inches P = Average test pressure during the leakage test, in pounds per squareinch CORRECTION OF EXCESSIVE LEAKAGE s I Should any test of pipe laid disclose leakage- greater than that allowed under the above formula, locate and repair the defective joints or ,pipe until the leakage is within the 1 specified allowance, at no additional cost to the Owner. M STERILIZATION Pipelines intended to carry potable water shall be sterilized before placing in service. Sterilizing procedures shall conform to AWWA C601 as hereinafter modified or expanded. The Engineer will monitor and approve the sterilization procedure. FLUSHING I#Y Before sterilizing, flush all foreign matter from the pipeline. Provide hoses, temporary pipes, ditches, etc. , as required to dispose of flushing water without damage to adjacent properties. Flushing velocities shall be at least 2.5 fps. l STERILIZING MIXTURE Shall be a chlorine-water solution having a free chlorine residual of 40 - 50 ppm. The sterilizing mixture shall be x prepared by injecting: 1) a liquid chlorine gas-water mixture; 2) dry chlorine gas; or 3) a calcium or sodium 15A-7 tz . r i cline at a measured #. hypochlorite and water mixture into the P P h the pipeline rate while fresh water is allowed binedto w throng measured rate o that the cobtheaspecified strength- and ata as is of and chlorine solution or glied: by liquid chlorine gas-water mixture shall be app The n aproved-solution feed chlorinating device. Dry means of a aap shall be fed through proper devices for chlorine g providing effective diffusion e regulating the rate of -flow and P wit pipe being treated. of the gas into the water solutions of the chlorine gas Chlorinating for devices for feeding preventing the or the gas itself must Provide meanslinder. backflow of water into the chlorine cy g rocedure is used, first mix the e If the calcium hypochlorite P este, then thin to I dr powder with water ater to solution (10make a 1000 ppm chlorine) . if Y dilute the liquid approximately procedure is used, the sodium hypochlorite p ? with water to obtain a l percent solution. The following ochlorite to water will be required: 4 proportions o hYP Water Quantit Product ochlorite (1) 7.5 gal. Calcium Hyp 1 lb. i (65 70% Cl) it Sodium Hypochlorite (2) 1 gal. 4.25 gal. (5.25 Cl) (1) Comparable to commercial_ Products known as HTH, Perchloron, :and. Pittchlor. dr bleach . known commercially as Chlorox, � (2) ]Liquid laundry # Purex, etc. [ t POINT OF APPLICATION 4, i eline to be treated at or Inject the chlorine mi tiine nthroughto the P a corporation stop the beginning in the top o the pipeline. Water from the suitable tap roved source shall be controlled existing system or other new laid pipeline during the G so as to flow slowly the pipe that application of chlorine. The rWaterfenteringe mixture flo shall be in such proportion to _ 50 ppm of free the combined mixture shall contain 40that the available chlorine. Valves shall lline beingltreated will not t strong chlorine solution inthe water. Use check valves flow back into the line supplying z if necessary. i 15A-S i, f 4C s d RETENTION PERIOD Treated water shall be retained in the pipeline long enough to destroy all nonspore-forming bacteria. With proper flushing and the specified solution strength, 24 hours is adequate. At the end of the 24-hour period, the sterilizing mixture shall have a` strength of at least 10 ppm of chlorine. Operate all valves, hydrants, and other appurtenances during sterilization o assure that the sterilizing mixture is f , disbursed -into all parts 0f the line, including deadends, new services, and similar areas that otherwise may not receive the treated water. Do not place concentrated quantities of commercial sterilizers in the line before it is filled with water. After chlorination, flush the water from the line until the water through the line is equal chemically and i bacteriologically to the permanent source of'supply. DISPOSAL OF STERILIZING WATER Dispose of sterilizing water in an approved manner. Do not ! allow sterilizing ; water to flow into a waterway without adequate dilution or other satisfactory method of reducing } chlorine concentrations to a safe level. D. PAYMENT j PIPE i Payment for pipe will be based upon the respective unit price per linear foot, as set forth in the Contractor's Proposal for the types and sizes of pipe. The unit price shall constitute full payment for furnishing all materials and performing all work as specified. ' r_ Measurement for payment will be the field measured center line lengths of the pipe and couplings. The Owner may withhold full payment on any section of pipe deemed unsatisfactory due to excessive leakage, or any other cause until such defects have been corrected in accordance E with these Contract Documents and are acceptable to the Engineer. E t E 1 15A-9 It X CAST IRON FITTINGS Payment for furnishing and installing cast iron fittings will be made at the unit price per pound as stated in the Contractor'sProposal. The unit price shall constitute full compensation for furnishing all material and performing all work, including thrust blocking and ties, as specified. n `7T i. F? sa .moi. i 0 15A-10 t .4 15B. VALVES AND VALVE BOXES i, A. GENERAL SCOPE s This section covers all work necessary for furnishing and installing valves and valve boxes, complete. B. MATERIALS' GATE VALVES Valves 4 inches to 8 inches shall be gate valves. Gate valves shall be iron body, bronze mounted, double disc, 'parallel seat, NRS valves with 0-ring seals, and shall open when the stem is rotated counterclockwise. Valve ends shall be as shown and valve ,size shall be the same as the adjoining pipe. Unless otherwise shown, valves shall have 2-inch square opening 'nuts. Valve ends and valve sizes shall be as shown. Valves shall conform to AWWA C500, except as hereinafter 4 modified. The following section numbers refer to AWWA r Standard C500: Section 4.2 Affidavit of compliance not required. 4.4 Number of valves furnished shall be as required to complete the work as shown or specified, or both. 4.6 Test records not required. 4.11 Solid bronze discs are not required. ! 4.15 to 4.24 inclusive - not required Jointing material shall be as required for valve ends and as specified for the adjoining pipe. Valves shall be as manufactured by Mueller Co. , M and H Valve and Fittings Co. , or as approved. BUTTERFLY VALVES C Valves 10-inches and larger shall be butterfly valves . Butterfly valves shall be the rubber-seated type suitable for f direct burial and 150 psi working pressure and 150 psi pressure differential across the valve. Valves shall be equipped with iron body and either 304 stainless steel circular shaft or high-tensile steel hexagon shaft with 304 stainless steel journals. Shaft and disc seals shall be I designed for a bottle-tight seal. Valve disc shall be either cast iron alloy, conforming to ASTM A 436, Type 1, or chrome-edged cast iron with Buna-N rubber seat bonded to the i 15B-1 f' al i F R valve body, or shall be cast iron with rubber disc seat and 304 stainless steel body seat ring. Except as herein noted, butterfly valve shall conform to AWWA C504 for Class 150B. Valve ends and sizes shall be as shown on the Plans. Butterfly valves shall have a totally enclosed, integral valve operator designed to withstand a minimum of 300 foot-pound input torque without damage to the valve or operator. Operators shall be fully gasketed and grease-packed and designedtowithstand submersion in water to a pressure of 10 ll open with a counterclockwise rotation of an psi. Valves sha AWWA nut. A minimum of 30 turns of the operating nut shall be required to move the disc from a fully open position to a fully closed position. Operators shall have a 2-inch square wrench nut. VALVE BOXES i Valve boxes shall be Buffalo 2-piece sliding type, cast iron with 5-1/4-inch shaft complete with extension piece and shall be Mueller Company H-10360, with extension piece H-10375, Rich 920-B, or as approved. The extension piece shall be of proper length for depth of cover. The word "WATER" shall be cast ' into the top of the lid. C. CONSTRUCTION VALVES Before ,installation, the valves shall be thoroughly cleaned of all foreign material, and shall be inspected for proper operation, both opening and closing, and to verify that the valves seat properly. Valves shall be installed so that the stems are vertical, unless otherwise directed by the Engineer. Jointing shall conform to AWWA C600 or AWWA C603, whichever is applicable. Faces of flanges shall be cleaned thoroughly before flanged joint is assembled. After cleaning the gasket shall be inserted and the nuts tightened uniformly around the flange. If flanges leak under test, the nuts shall be loosened, the gasket reset or replaced, the nuts retightened, and the valve and/or pipeline retested. VALVE BOXES Center the valve boxes and set plumb over the wrench nuts of the valves. Set valve boxes so that they do not transmit shock or stress to the valves. Set the valve box covers flush with the surface of the finished pavement as shown, or such other level as may be ordered by the Owner. Cut extensions to the proper length so that the valve box does not ride on the extension when set at grade. 15B-2 t { F Place backfill around the valve boxes and thoroughly compact to a density equal to that of the undisturbed ground and in I such a manner that will not damage or displace the valve box from proper alignment or grade. Misaligned valve boxes shall ; be excavated, plumbed, and backfilled at the Contractor's expense. D. PAYMEFT I ' Payment for each valve furnished and installed will be made at the unit prices stated in the Contractor's Proposal. _ The unit price stated for each valve shall include the valve and valve box',_ and shall constitute full compensation for all work i specified under this section. I t< J e� Y j 15B-3 b, 15C. FIRE HYDRANT ASSEMBLIES t A. GENERAL SCOPE This section covers the work necessary for furnishing and installing the standard fire hydrantassemblies. B. MATERIALS EXCAVATION AND BACKFILL Trench excavation and backfill shall conform to requirements }. of Section TRENCH EXCAVATION AND BACKFILL. PIPE Pipe shall conform to Section WATER PIPE,AND FITTINGS. HYDRANTS Fire hydrants shall have a nominal 5-1/4-inch main '_valve opening with 6-inch flanged bottom connection. - The hydrant shall have two 2-1/2-inch hose nozzles and one 4-1/2-inch pumper nozzle. The operating nut shall be 1-1/2-inch National Standard pentagon nut. The main valve shall be equipped with 0-ring seals and shall open when turned to the left or counterclockwise. Hydrant shall be of the break-flange or safety-top type. Hydrants shall conform to AWWA C5O2 for dry barrel fire hydrants and this Specification. The depth of bury shall be a minimum of 3-1/2 feet. Nozzle threads shall , be American National Standard. The inlet connection shall be mechanical joint unless otherwise shown on the Plans. Hydrant shall be Mueller No. 24015 or approved equal. BASE BLOCK Solid precast concrete pier block having nominal dimensions of 12 inches by 8 inches by 6 inches. GRAVEL FOR DRAINAGE 3/4-inch crushed rock or graded river gravel free of organic s matter, sand, loam, clay, and other small particles that will tend to restrict water flow through the gravel. 15C-1 r� � CONCRETE � Concrete for blocking shall be ready-mixed conforming to ASTM C94, Alternate 2. Maximum aggregate 1-1/2-inch. Strength 2,500 psi at 28 days., Slump 2 to 9 inches. GATE VALVE AND VALVE BOX Gate valves for fire hydrant assemblies shall be 6-inch size as shown on the Plans. Valve and valve box shall conform to Section 15B, VALVES AND VALVE BOXES. MAIN _TEE Main tee shall be cast iron as specified in Section 15A, WATER PIPE AND ,FITTINGS. Side outlet of main tee shall be 6-inch flanged. C. CONSTRUCTION GENERAL Hydrants shall be set as shown on the Plans. Installation shall conform to Sections 11 'and 12 of AWWA C600, except as otherwise;specified. LOCATION AND POSITION Locate as shown or directed so as to provide complete age from vehicles accessibility and minimize possibility of dam ' or injury to pedestrians. Improperly located hydrants shall be disconnected and relocated at the Contractor's expense. Set all hydrants plumb and nozzles parallel with, or at right angles to, the street with the pumper nozzle facing the street. Set hydrants so that safety flange is a minimum of 3 inches and a maximum of 12 inches above finished ground. EXCAVATION Do not carry below subbase grade. Refill overexcavated areas with gravel and hand tamp to provide firm foundation. Backfill around hydrant shall be similar to adjacent pipeline as specified in Section, TRENCH EXCAVATION AND BACKFILL. BASE ROCK Place on firm, uniform and level subbase. 15C-2 y" GRAVEL FOR DRAINAGE around base block and hydrant bottom after hydrant has x Place of ravel shall be not less than 6 been blocked in place. Top 9 - inches above hydrant drain opening. ` D. PAYMENT i Payment for each fixe hydratContractorassembly '�sll be Proposaled Then the fire R unit price set forth in the hydrant assembly will include the fire hydrant, gate valve, and valve box. Payment for furnishing and installing the main lineteewill be included in Section, WATER PIPE AND FITTINGS. € Water line and pipe between the gate valveand fire ydant will be paid on a linear foot basis under the appropriate pay Ritem under Sections TRENCH EXCAVATION` AND -gACRFILL and WATER PIPE AND,FITTINGS. 93 Ii 14 t.� �s 7 c 15C-3 r ;� 15D. RELOCATE FIRE HYDRANT ASSEMBLY A. GENERAL SCOPE This section covers the work necessary for relocating existing `M fire hydrant, including- relocation of the gate valve, installation of drainage rock, base block, thrust block, additional piping, if required, and the adjustment of the gate valve box `to'grade. B. MATERIALS HYDRANTS Contractor shall salvage and utilize existing hydrant. BASE BLOCK Solid precast concrete pier block having nominal dimensions of 1211 x, 811 x 16°. GRAVEL FOR DRAINAGE 3/4-inch crushed rock or graded river gravel free of :organic matter, sand, loam, clay, and other small particles that will tend to restrict water flow through the gravel. Al CONCRETE Concrete for blocking shall be ready-mixed conforming to ASTM C94, Alternate 2. Maximum aggregate shall be 1-1/2 inch. Strength shall be 2,500 psi at 28 days. Slump shall be between 2 and 4 inches. GATE VALVE AND VALVE BOX Contractor shall salvage and utilize existing valve and valve box. MAIN TEE Contractor shall utilize existing tee pipe. PIPE Pipe shall be ductile iron pipe conforming to ANSI A21.51 or AWWA C151. Thickness class shall be Class 51. } 15D-1 4 t C. CONSTRUCTION } GENERAL Hydrants shall be reset as shown on the detail for hydrants shown on the Plans. Installation shall conform to Sections 3.7 and 3.8 of AWWA 'C600, except as otherwise specified. a LOCATION AND POSITION Relocate hydrant to the position shown. Improperly relocated hydrants shall be disconnected and relocated at the Contractor's expense. Reset all hydrants plumb and nozzles , ' parallel with, or at right 'angles to, the :street with - the pumper nozzle facing the street. Reset hydrants so that . safety flange is a minimum of 3 ; inches and a maximum of 6 inches above finished grade. Reset the existing gate valve, if required, and adjust the valve box cover to finished grade. EXCAVATION Do not carry below subbase grade. Refill overexcavated areas w gravel ravel' and hand tamp to provide firm foundation. � Backfill around hydrant shall be as specified in Section ZD, ' TRENCH EXCAVATION AND BACKFILL. 4M1. BASE ROCK Place on firm, uniform and level subbase. HYDRANT ' Prior to reconnecting hydrant, adjust position of base block to assure that weight of hydrant will bear on base block and not on main tee. GRAVEL FOR DRAINAGE Place around base block and hydrant bottom after hydrant has been blocked in place. Top of gravel shall be not less than h 6-inches above hydrant drain opening. HYDROSTATIC TEST AND LEAKAGE After reinstalling the hydrant, test the line at normal hydrostatic main pressure. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at least 30 minutes. lot, 1SD-2 fi D. PAYMENT Payment for relocating fire hydrant assembly will be based upon the unit price per each as set forth in the Contractor's Proposal and shall constitute full compensation for all labor, equipment and materialsincluding drainage rock, base block, thrust block, backfill and pipe required to relocate fire hydrant. lv, vq 'w At 15D-3 i 15E. ELECTRICAL CONDUITS' t A. GENERAL SCOPE s This section covers all work necessary to furnish and -install electrical conduits complete. Electrical conduits shall be installed where shown on the Plans. ` M y CONDUIT ZONE The conduit zone extends for the full width of the trench from the bottom of ;,the conduit to 6 inches above the outside top of the conduit. RELATED WORK SPECIFIED IN OTHER SECTIONS F Section No. Item ' - r 2D Trench Excavation and Backfill 2E Base and Leveling Courses t i, B. MATERIALS I 3 CONDUITS Conduits shall be PVC Schedule 40 pipe conforming to ASTM D 1784. Size shall be as shown on the Plans. FITTINGS l Fittings shall be Schedule 40 conforming to ASTM D2466. l 90 DEGREE BENDS 90 degree bends shall be galvanized, standard weight steel pipe conforming to ASTM A53 or PVC Schedule 40 pipe conforming to ASTM D1784. Steel pipe shall be galvanized in accordance with ASTM A120. Bends shall have a minimum 3-foot radius. CONDUIT ZONE BACKFILL f, f Backfill material shall be leveling course material as specified in Section 2D, BASE AND LEVELING COURSES. • f; E i 15E-1 lige PULLING WIRE Pulling wire shall be 20 gauge_galvanized wire. PULL BOX Pull box shall -be Brooks Model No. 40 Series or approved equal. � C. CONSTRUCTION TRENCH EXCAVATION AND BACKFILL Shall be as specified in Section 2C, TRENCH EXCAVATION AND BACKFILL. PREPARATION OF TRENCH Grade the bottom of the trench by hand to the line and grade to which the pipe is to be laid. Before each section of the pipe is laid, check grade with straightedge at least as long on and correct an as the pipe sects Y irregularities in trench bottom. The trench bottom shall form a continuous and uniform _bearing and support for the pipe at every point. PIPE INSTALLATION Joints and deflection shall be made with appropriate` fitting , and solvent weld as per manufacturer's specifications. Conduits backfilled_ prior to electrical conductors being installed shall be capped and the ends located by a 2, inch by 2 inch white stake the full depth of the trench extending 6 inches above finished grade. PULL WIRE Electrical conduits shall be equipped with a pull wire which extends the full length of the conduit plus 24 inches for the purpose of pulling the electrical conductors when they are installed. COVER Conduits shall have a minimum cover of 36 inches below finished grade. PULL BOX Install pull box at location shown on Plans. In paved or concrete areas pull box shall be flush with the finished surface. 15E-2 i �.3 ` PORTLAND GENERAL ELECTRIC INSPECTION The underground electrical conduit must be inspected and approved by Portland General Electric prior to backfilling. D. PAYMENT CONDUITS Payment for electrical conduits will be based upon the respective unit price per linear footasset forth in the Contractor's Proposal. The unit price shall constitute full E a ent for furnishing all material and performing all work as P ec ent forpayment_will be the field measured specified. Measurement centerline lengths of the pipe and couplings. 900 BENDS Payment for bends will be based upon the respective unit price per each set forth in ;the Contractor's Proposal and shall constitute full -compensation for all work required for furnishing and installing bends. PULL BOX n Payment for pull box will be based upon the unit price per each as set forthin the Contractor's Proposal and shall constitute full compensation for all work required for furnishing and installing pull boxes. fa Ell 3 15E-3 a ,v 1 E 15F. STORM DRAINS E A. GENERAL , 4 SCOPE This section covers the work necessary for the installation of storm drain pipe and fittings of the sizes and classes ,indi- cated including, but not limited to, furnishing materials lay- ing and jointing the pipe, and connections to existing drain- age structures., PIPE ZONE {{ For pipes 27 inches in diameter and smaller, the pipe zone extends for the full width of the trench from 4 inches below } the_outside `bottom 'of the pipe barrel to 12 inches above the top of the pipe. For pipes larger than 27 inches in diameter, the pipe zone extends for the full width of the trench from 6 inches below the outside bottom of the pipe barrel to 12 inches above the top of the pipe. s B. MATERIALS PIPE Pipe 24-inches in diameter and smaller shall be concrete. € Pipe larger than 24-inches shall be one of the following• CONCRETE PIPE 1 I Pipe 21 inches in diameter and smaller shall be Class 2 conforming to ASTM C14. Pipe larger than 21 inches in diameter shall be Class III reinforced concrete pipe conforming to ASTM C76. Pipe ends shall be of the bell C and spigot or tongue and groove type. Tongue and groove joints shall be mortared. Bell and spigot joints shall either be rubber-gasketed or mortared. Rubber gaskets shall conform to ASTM C425. CORRUGATED METAL PIPE Pipe shall be galvanized conforming to the requirements of AASHTO M36. Wall shall be 12 gauge with 1/2 inch by 2-1/2 inch corrugations. Pipe shall be bituminous coated in conformance with AASHTO M190. k i ` F 15F-1 CORRUGATED ALUMINUM ALLOY PIPE Pipe shall conform to the requirementsof AASHTO M196. Wall shall be 10 gauge with _1/2 inch by 2-1/2 inch f corrugations. Pipe `shall be "bituminous coated in conformance with AASHTO M190. PIPE BASE Pipe base shall be clean, granular, well graded sand and gravel material of which 100 percent will pass the U. S. Standard 3/4-inch opening and not more than 3 percent will r. pass the U. S. No. 200 (wet ,sieve) , with a minimum sand equivalent of 50. PIPE ZONE BACKFILL Same as PIPE BASE as specified hereinbefore. C. CONSTRUCTION LINE AND GRADE Maximum deviation shall be 1/2-inch from line and 1/4-inch from grade. DEWATERING a Provide and maintain, equipment, promptly _remove all water I, entering the trench during the time the trench is being prepared for pipe laying, during the laying of the pipe, until the mortar joint has set, and until the pipe zone backfill has been completed. Dispose of water in an approved manner I ' without damage to adjacent property. PIPE BEDDING Ef Level trench at bottom of pipe zone. Place and compact PIPE BASE materials in the pipe zone up to 1/6 the outside diameter I of the pipe. Excavate bell holes at each joint of sufficient depth that bells do not touch base material. Pipe base shall be fine graded by hand to give uniform, even support to the barrel of the pipe. Pipes shall not be laid on blocking or 6y any material other than PIPE BASE material. E PIPE INSTALLATIONS Inspect all pipe immediately prior to installation to ensure that no defective materials are being used. Clean ends of , i pipe. Remove foreign material from inside of pipe. 15F-2 After pipe joint has been made, check pipe for alignment and grade: Place sufficient PIPE BASE material around ,the pipe to s assure that the pipe has continuous and uniform support along the barrel and to assure that the pipe section will not move. INL3T CONNECTIONS Factory installed tees shall be provided on metal or aluminum ' pipe at the locations shown ,on the Plans to connect storm drain laterals to the main line. 1 MORTAR Mortar shall be mixed in the proportion of l part Portland Cement to 1-1/2 parts plaster sand and the least amount of clean water necessary to provide a workable mixture'. COUPLING BANDS FOR METAL PIPE Bands shall be one of the following: ANGLE LUG BAND The type of band described as "Angle-Lug" band shall not be less than 7- inches wide for diameters of 8- inches to 30 inches, inclusive; not less than 12 inches wide for . IF pipe with diameters 36 inches to 54 inches, inclusive,* and not less than 24 inches wide for pipe with diameters -60 inches and over. Such bands shall be so constructed as to lap on equal portpipe sections to be connected. The ends of the band segments shall be connected by galvanized angles having minimum dimensions of 2 inches . by 2 inches by 3/16 inch. The 7-inch band shall have at least two galvanized bolts not less than 1/2-inch diameter, the 12-inch band shall have three 1/2-inch bolts, and the 24-inch band shall have five 1/2-inch bolts. The band may be _furnished in two halves with one half shop riveted to the end of one pipe section. The band shall be made from the same type of corrugated sheets as the pipe except that the coupling band sheet may be 2 gauge numbers lighter than the pipe corrugated sheets. ROD AND LUG BAND The type of band described as "Rod and Lug" band shall be made from the same type of corrugated sheets as the pipe except that the coupling band sheets may be 2 gauge numbers lighter than the pipe corrugated sheets. The bands may be made in two halves and one half may be shop : riveted to one end of one pipe section. The bands shall. 15F-3 �w be tightened by means of threaded galvanizedrods and galvanized cast lugs. For pipe 21-inch diameter and smaller, four 3/8-inch diameter rods shall be used with bands not less than 12 inches wide. For pipe 24-inches through 54-inches, four 1/2-inch diameter rods shall be used with bands not less than 24 inches; wide. U-BOLT BAND After pipe 'joint has been made, check pipe for alignment and ,grade. Place sufficient PIPE BASE material around' the pipe to 'assure' that- the ; pipe has continuous and uniform support along the barrel and to assure that; the pipesectionwill not move. On non-metallic pipes that do not have rubber-gasketed joints, seal the upperhalf of the pipe joint with mortar. PIPE ZONE BACKFILL Install PIPE BASE material uniformly on both sides of the pipe up to the horizontal centerline of the pipe. ` Material shall be placed in ,compacted lifts not exceeding 6 inches. Above the horizontal centerline of the pipe, PIPE ZONE BACKFILL shall be placed and compacted in 6-inch lifts to the top of the pipe zone. 'f CLEANING Remove all construction debris, rocks, gravel, sand, silt and other foreign material from storm drains, catch basins and manholes. D. PAYMENT PIPE Payment for pipe will be based upon the unit price per linear foot as set forth in the Contractor's Proposal for each size and type of pipe. Pipe will be measured horizontally from center-to-center of manholes or to the end of pipe, whichever is applicable. Payment shall constitute full payment for the pipe in place, pipe bedding, backfill in the pipe zone, cleaning and all other work required to install the storm drain pipe in place. 5 15F-4 15G. GRAVITY SEWER PIPE A. GENERAL :x SCOPE This section covers all work necessary for the installation of gravity sewer pipe. PIPE BASE The area of_pipe base extends for the full width of the trench � from 4 inches below the outside bottom of the pipe barrel to the invert level of the, pipe. PIPE ZONE (. The area of the pipe zone extends for the full width of the trench from the invert level of the pipe to 6 inches above the (^ outside top of the pipe barrel. B. MATERIALS PIPE Unlessa specific material is designated on the Plans, pipe �'� material shall be one of the 'followings ul CONCRETE PIPE Class 2 concrete pipe conforming to ASTM C14 with ASTM C150, Type II cement. Joints shall be rubber gasketed conforming to ASTM C443. All in-plant tests for concrete pipe shall conform to ASTM C497. I DUCTILE IRON PIPE Pipe shall be push-on joint ductile iron pipe, centrifugally cast of 60-42-10 iron and shall conform to ANSI A21.51 or AWWA C151. Thickness class shall be Class 51. The pipe shall be cement lined and seal coated in accordance with ANSI A21.4. The rubber-ring gaskets shall be suitable for the specified pipe sizes and pressure and shall conform to applicable parts of the 5 latest Federal Specification WW-P-421 and shall be furnished by the pipe manufacturer. A non-toxic vegetable soap lubricant shall be supplied with the pipe in sufficient quantities for installing the pipe. 15G-1 PVC PVC pipe shall conform to ASTM D3034 SDR 35 and shall have a maximum deflection of 5%. Joints shall be rubber gasketed conforming to ASTM D1869. PIPE BASE Pipe base shall be clean, granular, well graded gravel material of -which 100 percent will pass- the U.S. Standard 3/4-inch , opening and not more than 3 , percent will pass the U.S. No. 200> (wet,sieve) , with a minimum sand equivalent of 50. PIPE ZONE BACKFILL ; f Same as PIPE BASE as specified hereinbefore. TEE FITTINGS C t Tee fittings for building sewer connections shall be shop fabricated on gravity sewer pipes 18 inches and smaller. Fittings on building sewer stubs shall conform to . the �a specifications for the BUILDING SEWER PIPE supplied under this Contract. Each building sewer stub shall be capped or plugged towithstandtest pressure without leakage. - Tee stubs on pipe larger than 18 inches may be f ield fabricated by cutting a neat hole and grouting in a building sewer stub with nonshrinking-grout. Stubs shall not; project into the sewer pipe. f. CONCRETE FOR CLOSURE COLLARS Ready mixed, conforming to ASTM C94, Alternate 2. Maximum aggregate 1-1/2-inch. Strength 2,500 psi at 28 days. Slump 2 to 4 inches. C. CONSTRUCTION LINE AND GRADE Maximum deviation shall be 1/2-inch from line and 1/4-inch from grade. DEWATERING Provide and maintain equipment. Promptly remove all water entering the trench during the time the trench is being prepared for pipe laying, during the laying of the pipe and until the pipe zone backfill has been completed. Dispose of water in an approved manner without damage to adjacent property. 15G-2 x as BASE , Pipe shall be laid on PIPE BASE material at least 4 inches in ..depth below the outside barrel of the pipe. Excavate bell holes at each joint of sufficient depth that bells do not touch base material. Pipe base shall be fine graded by hand Pipes- to give uniform even support to the barrel of the .pipe.. Pipes shall not be laid on blocking or any material other than PIPE BASE material. �a PIPE INSTALLATION Inspect all pipe immediately prior to installation to insure that no defective materials are being used. Clean ends of pipe. Remove foreign material from inside pipe. Use proper .i tools and lubricants to join pipe sections. After pipe joint has been made, check pipe for alignment and grade. Place sufficient PIPE ZONE BACKFILL material around F the pipe to assure that the pipe has 'continuousand ,uniform support along the barrel and to assure that the pipe section will not move. At any time that laying operations are not in �j progress, close and block the open end of the last laid , section of pipe. i' PIPE ZONE BACKFILL Install PIPE ZONE BACKFILL material uniformly on both sides of the pipe up to the "horizontal centerline of the pip e. Material shall be placed in lifts not exceeding 6- inches and each lift shall be sliced with a hand shovel to .insure that there are no voids beneath the pipe. Above the horizontal II centerline of the pipe, PIPE ZONE BACKFILL shall be placed without compacting to .the top of the pipe zone. CLOSURE COLLAR Use closure col y lar only to make connections between dissimilar s pipe or where standard rubber-Basketed joints are impractical and then only when approved by the Engineer. Remove all water from the trench. Wash pipes in area of collar to remove all loose material and soil from the surface. Thoroughly wet concrete pipe. Securely fasten light gauge sheet metal or building felt around the pipe joint to insure that no concrete can enter the line. Collar shall extend a minimum of 12 inches on each side of the joint and shall have a minimum thickness of 6 inches around the outside diameter of the pipe. Collar may be either formed or placed against undisturbed earth, provided that minimum collar dimensions are obtained or exceeded, r . 15G-3 � f ACCEPTANCE TESTS All sewers shall pass a hydrostatic or air test prior to acceptance and shall be free from visible_ leakage. Plug all pipe openings with gasketed caps or plugs securely fastened or �T blocked to withstand internal test pressures. Plugs and caps shall be removable and after removal shall not affect "the installation of additional pipes or appurtenances to the tested pipe. Contractor shall furnish all test equipment and shall provide the Engineer with satisfactory evidencethat gauges for air testing are properly calibrated. Acceptance tests shall only be performed after all building sewers, manholes and backfilling are complete. Infiltration of groundwater in an amount greater than herein specified, following a successful hydrostatic or air test as -specified, shall be considered as evidence that the original test was in 'error or that subsequent failure of the pipeline has occurred. The Contractor will be required to correct such failures should they,occur within the warranty period. The Contractor, in contracting to do this work, agrees that the leakageallowances as indicated herein are fair and practical. HYDROSTATIC TESTING Pipe and joints shall sustain a maximum, fluid loss of 0,5 gallon per hour per inch diameter per 100 feet when field tested by exfiltration methods. The hydrostatic head for test - purposes shall exceed the maximum estimated groundwater level in the section being tested by at least 12 inches and in no case shall be less than 24 inches above the inside top of the highest section of pipe in the test section, including service connections. In every case, the height of the water table at the time of the test shall be determined by the Contractor by exploratory holes or such other methods approved by the Engineer. The Engineer shall make the final decisions regarding test height for the water in the pipe section being tested. The length of pipe tested by exfiltration shall be limited so that the l pressure on the invert of the lower end of the section shall not exceed 16 feet of water column. i R 15G-4 I f The pipe test section may be filled 24 hours prior to the time of exfiltraton testing, if desired, to permit normal x � r absorption into the -pipe walls to take place. Any building sewer pipe included in the test section and subjected to the minimum head specified, shall be taken into account in computing allowable leakage. II AIR TESTING vc PROCEDURE After all plugs are in place and securely blocked, introduce air slowly into the pipe section to be tested until the internal air pressure reaches 4:0 pounds per square "inch greater than the average back pressure of any groundwater that may submerge the pipe. Allow a minimum s.W of twotes for the air temperature to stabilize. Determine the height of the groundwater table, at the ny time of the test, as specified for hydrostatic testing. BASIS OF.ACCEPTANCE q Pipe and joints being air tested shall be considered a acceptable when tested at an average pressure of 3.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe, ' - the total rate of air loss from the section being tested does not exceed 2.0 cubic feet per minute; ; and the section of line does not lose air at a rate greater than 0.0030 cubic foot ,per minute per square foot of internal 1 pipe surface. x The pipe and joints shall also be considered as r acceptable when the time required in seconds for the pressure to decrease from 3.5 to 2.5 pounds per square inch greater than the average back pressure of any r groundwater that may submerge the pipe is not less than ce with the Recommended that computed in accordanappended at the Procedure for Conducting Acceptance Test" app end of this section. DEFLECTION TEST FOR PVC PIPE A; In addition to hydrostatic or air testing, sanitary sewers constructed of PVC pipe shall be deflection tested „3 not less than 30days completed. The c test c shall kfill and compaction has conducted by pulling an approved solid pointed mandrel through the comleted pipeline. The diameter of the mandrel shall be 95 percent of the pie diameter unless otherwise specified by the Engineer. Testing shall be conducted on a manhole to manhole basis and shall be done _ after the line has been completely flushed out with 15G-5 All Mill water. The Contractor will be < required, at the Contractor's expense, to locate and repair any sections failing to pass the test and to retest the section. FINAL. SEWER;CLEANING Prior to final acceptance and final manhole-to-manhole inspection of the sewer system by the Engineer, flush and clean ,all parts of the system using a flushing ball that is the same sizeas the inside of the pipe. Remove all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the sewer' system at or near the closest downstream manhole. If necessary, use mechanical rodding or bucketing equipment. Under no circumstances shall any material enter the treatment plant or downstream pump stations as a result of flushing , the sewer system. ._ Upon the Engineer's 'final inspection of the sewer system, if any 'foreign matter is still present in the °system, reflush and ;# clean the sections and portions of the lines as required. D. PAYMENT PIPE Payment for pipe' will be based 'upon the unit price per linear a. foot as forth in the Contractor's Proposal. Payment for Y:Yx- pipe will be based on the actual number of feet installed, as measured by the Engineer. _ The pipe will be measured horizontally from center-to-center of manholes or ;to the end of the pipe, whichever is applicable. The 'unit price per linear foot shall constitute full payment for the pipe in lace, pipe base, backfill in the ._r p p p pipe zone, closure collars, leakage testing, and all other work specified in this section. No payment for PIPE will be made until the pipe has successfully passed the leakage test. TEE FITTINGS Payment for building sewer tee fittings installed in the sewer line will be based upon the unit price for each fitting as set forth in the Contractor's Proposal. The unit price will constitute full payment for fabricating and installing the tee fitting including all plugs, caps, or adaptors that may be required to test the sewer or connect to building sewers. The sewer pipe section of the tee fitting will be measured with and paid for in the item for PIPE. r 15G-6 i 15H. BUILDING SEWERS A. GENERAL SCOPE This section covers the work necessary for installation of the building sewers, complete. y; LOCATION In general, building sewers will extend from the gravity sewer .± to the street right-of-way line or easement line. B. MATERIALS EXCAVATION AND BACKFILL Conform to Section TREY?CH EXCAVATION AND BACKFILL Minimum allowable depth of trench at the property line or on private property within the permanent sewer easement shall be 4 feet; however, the Engineer shall determine the required grade at the end of the line in each case i ROCK EXCAVATION Conform to Section TRENCH EXCAVATION AND BACKFILL BUILDING SEWER PIPE Building sewer pipe and fittings shall be Class 2 concrete conforming to ASTM C14 with joints conforming to ASTM 0443; or standard cast iron soil pipe conforming to ASTM A74 with joints conforming to ASTM C564; or hubless cast iron soil pipe conforming to the Cast Iron Soil Pipe Institute (CISPI) Standard 301-72; or PVC sewer pipe conforming to ASTM C3034 SDR 35 with integral bell joints conforming to ASTM F477. PIPE ZONE AND BASE Pipe zone and base shall be clean, granular, well graded gravel material of which 100 percent will pass the U.S. Standard 3/4-inch opening and not more than 3 percent will pass the U.S. No. 200 (wet sieve) , with a minimum sand equivalent of 50. 15H-1 i MARKING STAKES Neuf 2 inch by 4 inch Utility Grade or better in one piece. No splicing will be permitted.' MORTAR . Mortar shall be mixed in proportions of 1 part Portland cement to 1-1/2 parts plaster sand and the least amount of clean water necessary to provide a workable mixture. SEWER SADDLE Sewer saddles for field fabricated tee fittings for concrete pipe shall be Fowler Quik-Way Sewer Tap as manufactured by Fowler Manufacturing, Hillsboro, Oregon, or Sealtite Sewer Saddle as manufactured by General Engineering Co. , Frederick, Maryland, or approved q` ved a ual Sewer, saddles for field - fabricated tee fittings for PVC pipe shall conform to ASTM D3034, SDR' 35. FLEXIBLE COUPLINGS Connect new building sewer pipe to existing building sewer pipe with a flexible coupling which is appropriate for the type (s) of pipe to be connected. Clamp bands for the Iry couplings shall be #305 stainless steel. Couplings shall be as manufactured by -Fernco Joint Sealer Company or approved equal. C. CONSTRUCTION Conform to the applicable portions of Sections TRENCH EXCAVATION AND BACKFILL, SURFACE RESTORATION, and GRAVITY SEWER PIPE. PROGRESS OF CONSTRUCTION Work pertaining to this section shall be completed prior to the start of any surface improvements. PIPE ZONE BACKFILL The pipe zone shall extend 4 inches below the bottom of the pipe and 6 inches above the top of the pipe and for the full width of the trench. Place a 4-inch granular pipe base below the bottom of the pipe in all trenches for the full trench width. Place pipe base material in trenches an undisturbed earth or on thoroughly compacted gravel to undisturbed earth. Backfill for the remainder of the pipe zone shall also consist of granular pipe zone material, hand-placed simultaneously on both sides of the pipe for the full trench width and 15H-2 hand-tamped with approved tamping sticks, supplemented by "walking in" the material. BACKFILL ABOVE THE PIPE ZONE r, Conform to applicable portions of Section TRENCH EXCAVATION AND BACKFILL. Do not backfill pipe until inspected and approved by the Engineer. EXCESS EXCAVATED MATERIAL Dispose of as specified in Section TRENCH EXCAVATION AND BACKFILL. PIPE INSTALLATION, Construction shall conform to Section GRAVITY SEWER PIPE. Lay pipe upgrade from connection to the sanitary sewer with bell or coupling ends upgrade :. Pipe shall be laid in a straight line at uniform ' grade between fittings or on a - uniform horizontal or verticalcurvature achieved by deflecting the pipe .joints within manufacturer's recommended limits.` Maximum deflection at one fitting shall not exceed 45 degrees. Provide ends of all building sewers with standard watertight plugs, caps, and stopper suitably braced to prevent blowoff during internal hydrostatic or air testing. If foundation stabilization material is reciuired, it shall be furnished, placed, and 'paid for as specified in Section TRENCH EXCAVATION AND BACKFILL. 1 LINE AND GRADE ;> The Engineer will establish line and grade to the tract of land to be served by the building sewer. At the location of the upper end of the building sewer, a stake will be driven into the ground showing the depth of excavation required. Install the sewer tee as close as practical to the end of the building sewer. Batter boards will not be required, but lay the pipe uniformly between the tee and the stake. Where minimum slopes are used, lay the pipe by means of a builder's level of good quality and not less than 24 inches in length. Minimum slope for 4-inch building sewers shall be 1/4-inch per foot unless otherwise permitted by the Engineer, but in no case less than 1/8-inch per foot. MARKING STAKES After the building sewer pipe is installed, block the capped or plugged end and install marking stake from end of building hsewer to l foot above finished ground. Paint the exposed 15H-3 I portion of the stake immediately after its installation with first quality white, quick-drying enamel. I ' Take precautions during the backfilling operation to insure the position and location of the stake. If the stakeis broken or knocked out of vertical alignment during the I' backfilling operation; reopen the trench and place the stake in proper position. nw� D. PAYMENT TRENCH EXCAVATION AND BACKFILL I ` u The work required under this item will be paid for on the basis of the unit prices per linear foot set forth in the Contractor's Proposal for the type of backfill installed. No � differentiation will be made for trench depth. Payment for 3 full compensation this item shall- constitute for all work connected with excavation and backfill, except pipe base, which is included in payment for the pipe. The length of trench will be measured_ horizontally to the nearest foot from the main or lateral` centerline to the end of the pipe, as established by the Engineer. BUILDING SEWER PIPE E Fit) Payment for building sewer pipe in-place will be based on the unit price per linear foot for the appropriate size of pipe ; set forth in the Contractor's Proposal. Payment for this item shall constitute full compensation for all materials and work € required to install the , pipe, complete. The length of the building sewer will be the total length of pipe installed, including all fittings, measured along the pipe centerline. E A 1. SSI.. } 3 Z 15H-A i- h 15I. SUBDRAIN SYSTEM, A. GENERAL SCOPE' This section covers the work necessary for construction of the subdrain system. RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item 2D Trench Excavation and F Backfill r l i B. MATERIALS PIPE Subdrain 'pipe shall be perforated concrete drain pipe conforming to AASHTO M175 Type 1 and all applicable requirements of AASHTO M86 or perforated aluminum pipe and . fittings conforming to AASHTO M197 or perforated steel pipe and coupling bands conforming to AASHTO M36 or perforated ADS corrugated polyethylene highway drainage tubing conforming to AASHTO M252. FILTER FABRIC 3 Filter fabric shall be Fibretex 150, Surpac 5-P, Marafi 140 or approved equal. DRAIN ROCK Drain rock shall be pea gravel. C. CONSTRUCTION EXCAVATIONof 2D, € Conform to applicable portions actorSection shall dispose ofENCH all EXCAVATION AND BACKFILL. The Contr excess excavated materials. Make arrangements for the disposal. Bear all costs or retain any income incidental to material disposed. : 15I-1 IN IN l INSTALLATION OF SUBDRAIN Trenches for the subdrain shall be 'excavated to the dimensions shown on the Plans. The filter fabric shall be placed in the trench with sufficient width material to permit overlapping of the fabric at the top of the trench as shown on the Plans. The drain pipe shall be installed on a bedding of 4 inches of drain rock. The drain pipe ; shall be; securely fastened together with appropriate coupling fittings or bands as specified for the type,of pipe used. i' Perforated pipe shall be laid with the perforations down. After the pipe is laid and joined and prior to any backfilling over the pipe, the installation will be inspected. Any, pipe found to be unduly settled or damaged shall be taken up and relaid or replaced. BACKFILLING After the pipe installation has been inspected and approved, drain rock shall be placed on the top of the trench and compacted by means of hand or mechanically operated tampers. The tamping shall be such to assure that no settlement will occur. After compacting the 'drain 'rock, the filter fabric shall be lapped over the trench as shown on the Plans. D. PAYMENT TRENCH EXCAVATION Payment for excavation of the trench for the subdrain system q will be paid for on the basis of the unit price per linear foot of trench set forth in the Contractor's Proposal. No differentiation will be made for trench depth. Payment for this item shall constitute full compensation for all work connected with excavation of the trench. The length of the trench will be measured horizontally to the nearest foot. J SUBDRAIN PIPE AND FILTER FABRIC Payment for the subdrain pipe and filter fabric in-place will be based on the unit price per linear foot of pipe set forth in the Contractor's Proposal. Payment for this item shall constitute full compensation for all materials and work required to install the pipe and filter fabric complete. The length of the drain pipe will be the total length of pipe installed, including all fittings, measured along the pipe centerline. 15I-2 ti DRAIN ROCK Payment for drain rock will be based on the unit price per Proposal. hContractor 's . as ' set forth in t e cubic yard Measurement will be based upon individual trip tickets of actual truck measure furnished the Engineer for cubic yards used under this item. Trip tickets shall be presented to the Engineer for the Engineer's signature on the day the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. Payment for this item shall be considered full payment for all materials, labor, equipment, . and incidentals necessary to furnish materials at trench site : and for placing it in the trench. 151-3 P 150'. SUBDRAIN CLEANOUT A. GENERAL SCOPE This section covers the work necessary for construction of the subdrain cleanout. - RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item 15I Subdrain System , B. MATERIALS PIPE 2 Material for the cleanout piping shall be compatible with the subdrain piping specified in Section 15I, SUBDRAIN SYSTEM. r> FRAME AND COVER Frame and coven shall be gray cast iron conforming to ASTM -A48, Class 30. Bearing 'surfaces shall be planed or ground to provide flat and true surfaces. u; ANCHOR BOLTS x Anchor bolts shall be galvanized steel. Galvanizing shall conform to the requirements of ASTM A153. CONCRETE Ready-mixed, conforming to ASTM C94, Alternate 2. Maximum aggregate 1-1/2 inches. Strength 2,500 psi at 28 days. Slump 2 to 4 inches. C. CONSTRUCTION SUBDRAIN CLEANOUT The trench excavation shall be made in such a manner as to provide an undisturbed base upon which the pipe shall be placed. Bedding around the wye and under the pipe connecting to the wye shall be thoroughly tamped as directed Construction shall otherwise conform to the requirements shown on the Plans. 15J-1 D. PAYMENT a. -' Payment for subdrain cleanout will be based upon the unit price per each as set forth in the Contractor's Proposal. Payment shall constitute full payment for all work required to construct cleanout. i 15J-2 l a 5 16A. STREET LIGHTING A. GENERAL SCOPE a This section covers the work required to provide the necessary material and to install ' a system of outdoor area lights as shown on the Plans and .specified herein. Wiring from the power source to the base of the light pole ; will be furnished and installed by Portland_General Electric. Trenching for conductors to be installed as part of this contract shall be completed in accordance with Section 2D, TRENCH EXCAVATION AND BACKFILL. EQUIPMENT LIST AND DRAWINGS Unless otherwise authorized in writingby the Engineer, the ' Contractor shall, within 10 days following execution of the Contract, 'submit to the Engineer for, ,approval, a list of equipment andmaterialswhich (s)he proposes to install. The list shall be complete as to name of manufacturer, size and identifying number of each site. RELATED WORK SPECIFIED IN OTHER SECTIONS t Section No. Item 2D Trench Excavation and Backfill B. MATERIALS LIGHT POLES Light poles shall be square tapered steel as manufactured by Union Metal Mfg. Co. or approved equal. Each pole shall be equipped with all necessary hardware and pole mounting adaptors for providing NEMA-approved, photoelectric control receptacle and NEMA twist lock type photoelectric controls . (Ripley twist lock Polyvolt No. 6190 or equal) . Each pole shall be provided with a photoelectric cell. Each pole shall be equipped to receive the type and number of light fixtures as indicated herein and shown on the Plans. Pole .Height Manufacturer's No. 25.0 ft. 70974-Y 448 30.0 ft. 70974-Y 450 16A-1 1 C. CONSTRUCTION LIGHT POLES All fabrication work on the poles required to facilitate the installation of lighting fixtures as indicated on the Plans shall be completed prior to ,applying primer paint. Light poles shall be installed as per manufacturer's recommendation. Backfill around the concrete foundation shall be placed by hand ' labor or mechanical means in 8-inch lifts . The foundation shall be set in such a manner to insure that: the pole can be set true and plumb with the use of no more :than two 1/16-inch flat washers. GROUNDING Each light pole shall be provided with a ground rod. Ground -rods shall be driven vertical and the full length to a depth of 6 inches below finished grade. All connections shall be tight and provide full contact surface. a POLE FINISH All painting must be done in- a neat and skillful manner. T:.e finished job shall be a heavy, even coating without excessive runs or sags. Poles shall be painted in a shop, facility under .i controlled conditions. The prime coat 'shall be thoroughly dry before the 'finish coat is applied. z,4 Contractor shall install standard luminaire identification labels per NEMA Publication OD-150-1977 and PGE standards k technical notes #80-2. Background color of labels will be red with a #25 identifying the 250 W and a #40 identifying the 400 W. All labels must be visible from the ground. All surfaces to be painted shall be wiped, scraped, and brushed to remove any dirt, loose rust or other foreign matter. Areas having bare metal with tightly bonded rust will be spot primed. Priming paint shall be Dupont Zinc Chromate #825-8031 primer mixed according to the manufacturer 's instructions. The use of power-driven wire brushes for cleaning is approved. Cone brushes are preferred. Avoid burnishing the surface. 4 After cleaning the standard and removing all rust, apply the F4 + •§ prime coat immediately, brushing it into any formerly rusty spots thoroughly. After the specified time has been allowed r for drying of the primer, but not more than five 'days, one full coat of a finish paint mixed according to the manufacturer's specifications shall be applied by brush. ,A After sufficient time has elapsed to allow thorough drying of the first coat, a second coat shall be applied. Dry film 16A-3 3 d { LIGHT FIXTURES Light fixtures shall be GARDCO FORM TEN H UB 1923 , and H UB 1913 or approved equal. The fixture shall be equipped with a 250 watt clear, ANSI Code #M58PG-250 or 400 watt clear, ANSI Code #M59PJ-400U watt lamp, as indicated on: the Plans, with a metal halide regulator type ballast at 'a rated voltage of 250 volts . The fixture finish shall be anodized Bronze (Kalcolor) 3 FOUNDATION } The foundation shall be a precast concrete' unit as manufactured by Utility Vault Company #5CL-LB or approved equal. Foundation shall be equipped to accommodate bolt circle and anchor bolts the size as recommended by light pole manufacturer and as shown on the Plans. 3 LIGHT POLE PAINT PRIMER Primer shall be Dupont Zinc Chromate #825-8031. FINISH Finish shall be pole, paint the same type and color used on the light , fixtures: bronze (Kalcrlor #6345) as manufactured by Bay Cities Paint, product #37398. CONDUCTOR WIRE Conductor wire shall be copper, type THW insulated, #10 minimum A.W.G. size, stranded. GROUNDING WIRE Grounding wire shall be No. 6 Solid S.D. Copper wire. GROUND ROD Ground rod shall be 5/8-inch by 8 foot galvanized steel. ANCHOR BOLTS Anchor bolts shall be manufactured from high strength steel rods minimum yield of 50,000 psi size and shape as shown on the plans. 16A-2 rm, gill; 010 1; MEN ill OEM": , thickness of the finish coating shall be a minimum of one and E one-halfthousandths inch. All paint must be in clearly identifiable original containers. TESTING A functional test shall be made in which it is demonstrated that each and every part of the system installed by the Contractor functions as specified or intended. The test may commence only with the approval of the Engineer. Any material revealed by 'these tests to be -faulty in any part of the installation shall be replaced or corrected by the Contractor at the Contractor's expense in a "manner permitted by the Engineer and ,the same test shall be repeated until no fault is evident. D. PAYMENT 1 LIGHT FIXTURES -1 ` Payment for light fixtures will be based upon the unit price Iper each as ,set forth in the Contractor's Proposal. Payment Ifi shall constitute full compensation for the work related to furnishing and installing light fixtures. �AA LIGHT POLES Payment for light poles will be based upon the unit price per each pole length as set forth in the Contractor's Proposal. Payment shall constitute full compensation -for all work required to install the light pole including installation of the foundation, pole wiring, grounding rod and wire, painting, testing and all other work as specified herein. l 16A-4