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City Council Packet - 05/09/1988 TIGARD CITY COUNCIL PUBLIC NOTICE: Anyone wishing to speak on an REGULAR MEETING AGENDA agenda iter needs to sign an the appropriate fl BUSINESS AGENDA - :ATV sign-up sheet(s). If no sheet is available. �. MAY 9, 1968. 6:30 F.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 minutes or less, longer matters N TIGARD. OREGON 97223 can be set for a future Agenda by contacting either the Mayor or City Administrator, X30 o STUDY SESSION - Agenda Review :00 o EXECUTIVE SESSION: The Tigard City Council will go into Executive Session ander the provisions of ORS 192,660 (1) (d), (e), b (h) to discuss labor relations, real property transactions, and nurrout and pending litigation issues. 130 1, BUSINESS =TING; 1,1 C411 To Order and Roll Call 1.2 Pledge of Allegiance 1.3 Call To Staff and Council For Non-Agends Items 435 2, VISITOR'S AGENDA (2 Minutes or Less ?ar Issue, Please) :AO 3. A. PRESENTATION OF KEYS TO THE CITY D. VOLUNTEER ROSE GARDEN RESOLUTION 0 Mayor Brian 145 4. CONSENT AGENDAS Those Items are considered to be routine and may be enacted in one motion without separate discussion, Anyone may request r� that an Item be removed by motion for discussion and eepsrota action. t Motion tot 4.1 Receive and Pilo] a. Community Survey Results b. Council Calendar Updaee c. Tentative Agenda Update d. City Administrator Progrosa Review Criteria a. Municipal Court Study Report - Tabled From 4/25/88 f. Streetl1xht1ng Policy Report 4.2 Receive and File - Petition from Anton Park Association 4.3 Authorise Payment of TVEDC Memborphlp Billing - $250 4.4 Authorise Payment of 1-5 Corridor Association Mombership - Full Member Status - $350 4.5 Approve USA Pro-Parma tion/Stere Drainage Utility District Study Grant/Loan - Resolution No. I$- 4.6 Pecopt Public Improvements Kn—own as Tigard Christian Church Sanitary Sewer - Resolution No. 88- 4.7 Receive and Filet Community Dev opment Departmental Monthly Report for March. �0 5. DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT /40 a Public Hearing Closed 4/11/68 o Receipt of Additional Written Testimony o Consideration by Council - Ordinance No. 86- 6. PUBLIC HEARING - ZONE CHANCE ANNEXATION ZGA 88-04 TIGHE NPO N3 A request by Glen and Shirley Tighe to annex .35 acres into the City of Tigard and change the sone designation from Wa. Co. R-5 to City of ' Tigard 1-4.3. 'rho property is located at 14230 AW 117th Avenue (We. Co. Tax Map 261 LORA, Tax tot 700). o Public Hearing Opened o Declarations Or Challenges 0 Summation By Community Development Staff o Public Testimonvt Proponents, Opponents, Cross Examination o Recommendation Ey Community Development Staff 0 Council Questions Or Comments o Public Hearing Closed o Consideration by Council - Resolution No. 88- - Ordinance No. 88="-- COUNCIL AGENDA - MAY 9, 1988 - PACE 1 PUBLIC HEARING - ZONE CHANGE ANNEXATION ECA 88-02 LMS NPO 13 A request by Brian Lewis to annex 3.05 acres into the City of Tigard and to change the zoning designation an the property from Wa. Co. R-b to City of Tigard R-4.5. 10►e property is located at 12902 SW Walnut Street (Va. Co. Tax Nap 2SI 4AD Tax Lot 3400). t o Public Hearing Opened o Declarations Or Challenges o Summation By Community Development Staff o Public Testimony; Proponents, Opponents, Cross Examination o Reeommendatioa By Community Davelopmeat Staff o Council Questions Or Comments o Public Hearing Closed v Consideration By Council - Resolution No. 88- - Ordinance No, 88-;— ,45 8. PUBLIC HEARING - 70TH AVENUE VACATION o Public Hearing Continued From 9/31/87 o Declarations Or Challenges o Summation By Coamuaity Devalopmeat Staff 14 Public Testimony; Proponents, Opponanta, Cross Examination o Recommendation By Community Development Staff o Council Questions Or Comments o Public Hearing Closed o Consideration By Council - Ordinance No. 88- 00 91 PUBLIC ;TEARING - COMPREHENSIVE PLAN AMENDMENT CPA 88-01/ZC 88-03 RIVERWOOD PROPERTIES NPO 14 Review of a Planning Commission recommendation of approval for a request for a Comprehensive Plan Amendment from Low Density Residential to Commercial General and a Zone Change from R-3.5 (Reatdeatial 3.5 t units/acre) to C-0 (Commercial General), LoeatloAi 11630 through 11945 SW 79th Avenue (WCTM 261 16CD. Tai Lot 2300, 2400, 2500, 2600., 2)uu, .800, 1900, 9000, 3100, 3200, 1:00, 5400, 55AA, 3600, 3700. 3000, 39004 40004 and 4100). o Public Hearing Opened o Declarstiono Or Challenges o Summation by Community Development Staff o Public Testimony; Proponents, Opponents, Crass twesination o Recommendation By Community Development Staff o Council Quawtions Or Comments o Public Hearing Closed o Consideration By Council - Ordinance No. 88- 19 10. PUBLIC )HEARING - 210TH AVENUE CONDtMATION HEARING Consider condemnation of undedicated portions of SW 130th Avenue, at its intersection with Falcon Rise Drive and Winterlake Drive to provide public access to the Village At sum®erlake Subdivision. o Public Hearing Opened a Declarations Or Challenges o Summation By Community Development staff 0 Public Testimony; Proponents, Opponents, Cross E:amination o Recommendation By Community Development staff o Council Questions Or Comments o Public Nearing Closed 0 Consideration by Council - Ordinance No. Be- rt7 11. PUBLIC }TEARING - ZONE ORDINANCE AMD. ZOA 81-07 CHAPTER 1$.114 SIGNS Rwiew proposed amendments to section 18.114 (Signs) of the Community Development Code. o Public Hearing Continued From 4/25/88 o Declarations Or Challenges o summation By Community Development Staff o Public Testinonys Proponents, Opponents, Cross ftamination o Recommendation By Community Development staff o Council Q.testions Or Comments n Public Nearing Closed o Consideration By Council - Ordinance No. 88- 35 12. NON AGENDA ITEMS From Council and Staff :00 13. ADJOOR?0lm Iv/4402n A G E N D A U P D A T E May 9, 1988 v STUDY SESSION - Agenda Review (6:30 p.m,) o EXECUTIVE SESSION: The Tigard City Council will go into Executive Session under the provisions of ORS 191.,660 (1) (d), (e), & (h) to discuss labor relations, real property transactions, and currant and pending litigation issues, 1, BUSINESS ViEETING; 1,1 Call To Order and Roll Cali Schwartz Absent 1,2 Pledge of Allegiance 1,3 Cali To Staff and Council For Non-Agenda Items 21 VISITOR'S AGENDA (2 Minutes or Less Per Issue, Please) Godfrey, Petariana„ Waishert, Krause, Crisp. requesting fee waiver on Director's Decision - Iroxmtaim View tAww kkincwr Land Fax-taition (Godfrey) Motion to: Waive appeal fee/applicants to appeal to Planning Commission/ask Plaming Commission to review and make recommendations on policy issue as pertains to this and similar appeals, EaffA- ; passed by majority vote 3-1/Jo Nay 91 A, PRESENTATION OF KEYS TO TME: CITY B. VOLUNTEER ROC GARDEN RESOLUTION - Resolution 09-34 4, CONGCNT AGENDA: Thoao ito arc, considerod t,) be routine and may bo onaactod in ono motion without sopaaraato discussion. Anyone may roquost I that an item ba romovod by motion for discussion and sopaarata action, Motion to: 4,1 Rocoivo and fila: aa, Community Survoy Rosulls b, Council Calendar U;wJdte c, Tantaativo Agondwa Updaato d, City Administrator Prolrosa Roviow Critor•iaa €, Municipal Court Study Report - 'Fabled From 4/25/00 f, Strootlighting Policy Ropert; Tabled to 5/16/08 4,2 Racaiva and Filar - Potition from Anton Perk Association 4,3 Authorize Psaymont of TVUDC Momborship Elilling - $250 4.4 Authorize Paaymont of I-5 Corridor Association Mombarship - Full Momber Status $350 4,5 Approve USA Pre-F'or•mation/Storm Drainage Utility District Study Grant/Loan - Resolution No. 88-35 4,6 Accsapt Public Improvemants Known as Tigard Christian Church Sanitary Sower - Resolution No. 88-36 4,7 Raceive and fila: Community Developmont Dopeartment+aal Monthly Report for March, Ed/Ea - UA 5. DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT 040 o Public Hearing Closed 4/11/88 o Consideration By Council - Ordinance No. 88-08 Ea/Ed UA COUNCIL AGENDA -- MAY 9, 1988 - PAGE 1 6. PUBLIC HEARING - ZONF. CHANGE ANNEXATION ZCA 88-04 TIGHE NPO #i3 A request by Glen and Shirley Tighe to annex .35 acres into the City oe Tigard and change the zone designation from Wa. Co. R-5 to City of _ Tigard R-4.5. The property is located at 14230 SW 117th Avenue (Wa. Co. Tax Map 2S1 IOBA, Tax Lot 700). 0 Consideration By Council - Resolution No. 88-37 Jo/Ea UA -- Ordinance No. 88-09 Jo/Ea UA Motion to not grwmt fee wiver•; Council %411 be retvleswi.sag fee schadule--if fee is revised downward then Tighes will be rebated the difference. Ed/Ea; pa33ed by majority vote 3-1/Jo Nay 7, PUBLIC HEARING -a ZONE CHANGL ANNEXATION ZC.: 88-02 LEWIS NPO W3 A request by Brian Lewis to annex 3.05 acres into the City of Tigard and to change the zoning designation on the property from Wa, Co, R-6 to City of Tigard R-4,5. The property is located at 12902 SW Walnut Street (Wa. Co. Tax Map 2S1 4AD Tax Lot 3400) , 0 Consideration By Council - Resolution No, 80-38 Jo/Ea UA - Ordinance No, 88-10 Ed/Jo UA 81 PUBLIC HEARING - 70TH AVENUE VACATION o Public Haarin•3 Continued From 0/31/07 0 Consideration By Council - Ordinance No, 80-11 Ea/Jo UA 9. PUBLIC HEARING COMPRE11UNSIV[:: PLAN AMUNUMENT CPA 80-01/7C 80-03 RIVERWOOD PROPERTI:S NPO #4 R(wviow of as Planning Commission recommendation of approval for a rogtjo*t; for a Comprohonaivo Plan Amondmont frnm low Darar►i.t:y P"Vidontial to Commercial General grid sa Zone Change from R. 3,a (Resident.iAl 3.5 units/acro) to C-G (Commercial Ganoral). Location, 11630 through l 11965 SW 79th Avenue (WCTM 2Si 36CD, Tax Lot 2300, 2400, MO, 2600, `. 2700, 2000, 2900, 3000, 3100, 3200, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, and 4500). o Public Hearing Opened Consideration By Council - Ordinance No. 80-12 Jo/Ed UA 10, PUBLIC HEARING - 130TH AVENUE; CONDEMNATION HEARING Consider condomnwtion of undedicaat@d portions of SW 130th Avenue, at its intersection with Falcon Rise Drive sand Winterloka ©rive to provide public access to the Viliaagu At: Summerlake Subdivision. o Consideration By Council - Resolution No. 89-39 Ed/Jo; passed by majority vote 3-1/Ess Nay 11. PUBLIC HEARING - ZONE ORDINANCE AMEND. 70A 07-07 CHAPTER 18,114 SIGNS Review proposed amendments to Section 18,114 (Signs) of the Community Development Code. x> Public Hearing Continued From 4/25/88 o Consideration By Council - Ordinance No. 80- Heard testimony from persons in audience; continued to 5/16/89 12, NON-AGENDA v'EMs: From Council and Staff .1 Temporary T+rwk Traffic Prohibitions - S.W. 90th Avenue Resolution No. 88-40; passed by majority vote 3-1/Ed Nay 13. ADJOURNMENT: 10:17 p.m. cw/4402D COUNCIL AGENDA - MAY 9, 1988 -- PAGE 2 t TIG A R D C I T Y C p U N C I L REGULAR MEETING MINUTES -•- MAY 9, 1988 -- 6130 P.M, 1 ROLL CALL; Present: Mayor Tom Brian, Councilors: Carulyn Development Jerry Edwards, Valeria Johnson; City Staff: Randy Clarno, Services Manager; Bob 3aan, City Administrator, [favid Lehr, Chief of Police, Keith Liden, Senior Planner, Jill Monley, Community Services �. isaster; Lig Newton, Senior Planner: Catherine Wheatley, Deputy D ire tor; and Randy Wooley. Acting Community Development DirectorlCity RecEngineer, STUDY SESSION a, Robert Crux, Manager- for tho -()flection Systems Division o ed Unified USA of Wash; gton County, ; Sewora�la Agency ) staff with the Surface Water Mana�3ameM � involvement of his aJency was authorizod District prof P1 tonoCounty i Board of Comnotemissioner that u to facilitate ► by the Washington ►►ation of a surf4co water preliminary work on tha Passibl*► fors district. ;1AYOR ARRTVfnD AT 0;40 IoM s Mr, Crus odvisod that the procosu would re��uiro public involvement ujf►tch should start immodia►toly, It was a►nticipated�asthat this irec]udo would bake appr•c►Kin►�►tolyand 18 muntl,s, 'f ho study P ocoivo information roe holding public mwatirils to 9'va►ori r thould bo 4OUt4►blisrvd,ar iThe whother or riot a r'09iunal outF y oup►d, the issue { Roundary Commission would thon roviow and if app ' r would go to an election in Novombor 1989, Tigard's share of the costs will of $thplldistri t is fornd,por cathis PitA o elution) , of o$tin►iatod city p P monoy would oventuaally ba paid back to the City of Tigard, If t ►e district is ,fn0taar�oerirddwes�.rJ riotonoywould r paid, be dpemod o "grwnt" from tho City of ] the Mayrsr, tF►ar►kr d Mr. Crus for C�►un.c 'mnont Con (Note.oAge fda's atOn► wou this considered and ar►provod by meeting.) b, Tigard Triangle props+sty Assessments W. Community aervicQs Director updated Council on the infor-nation process regarding property tor wssersmonts recently received by property ownars it, the Triangle area. She noted thatt NpU 414 mat, last wank; approgimataly 40 people attended the meeting, Staff hav beer, available to answer citizen questions and to outline options available, She noted that staff mat with the assessors o.Ki the► assessment takes into formula appeared to be reasonable, Tho formula roxitnit to consideration services available and property p y services. Communitynumber properties Director noted raared to be a liited of reassesseO at o much highemate, page 1 - COUNCIL MINUTES -- MAY 9, 1988 Councilor Johnson noted she had forwarded a letter concerning assessments to Commissioner Roy Rogers and Commission Chair, Bennis Hays, Cr^tmunity Services Director noted another meeting on this subject ai .l be hold on May 18 at City Hall, City Administrator noted the options available to concerned property owners, including: talking to the assessors, appearing before the Board of Equalization, or a deferral request, C, Senior Planner Newton reviewed materials submitted on Business lax Code revisions, The policy issue was: Should the City make changes to Chapter 5,04, Business 'fax, of the Tigard Municipal. Code that would; 1) clarify existing procedure, 2) increases fees, 3) change to one business tax sehodule coverin,3 a calendar, year and. A) create a prorating schedule, Senior Planner Nowton noted that thea pro>pevsed changos to Cheaptor 5,04 are in part "houjokooping" chmn�leas and partly to make the business tax easier to aadminister, ror buainoss tax purposes, businosaos are divided into four groups with groups having ranowal dates at April 1., July 1, October 1, or January 1, Maintaining those schodOos is both time consuming for City staff and confusing for businesses, 'This proposal would eliminate confusion and stroamlina t.ax administrpation by c.ro+ating ono schedule than coincides with the calendar your, In order, for, the singles schodulo to work proporly, a schedule for prorating fool for now businosses that sere: issued business tax mid-year must bo aadOptOd also, the proposod fee inr iVa»e is thea first incrue►sa sinco Juno 1906. 0thor "housek4epin�l" changes wore Oiko submitted with the staff r•eapor't, The foes incroavo roproseants $27,500 of the estimaatud $130,000 business tax revenue for fiscal yeeatr 1900-89, Without the rocommendod increases, General fund Contingencies would bee rodurod $27,ro0, All business tax ronowal foes would be duo in January sof each ealeenJar year, Senior Planner Newton noted that staff was r'eequeesting that Council direct staff to prepare an ordinances modifying Chapter 5,04, Business Tax, of Lha Tigard Municipal Code as proposed for adoption May 16, 1988 to bNcotnee eef`fective July 11 19©0, .Senior Planner Nowton also advised that staff proposed going to a "sticker" system." This would mean that a numborod certificate for each business would be issued; thereafter, when the license is renewed, a sticker would be issued to be placed on the original certificate, Senior Planner Newton► said this would be at more costa-efficient system, There was Council discussion on how this transition would affect revenue. Senior Planner Newton advised that revenues would riot be lost. Council consensus was that the timing adjustment would be acceptable; however, an increase in fees was questionable. Council Cwould discuss this issue further on May 16, 1988. page 2 — COUNCIL MINUTES — 14Ay 4, 1888 rs� d. Chief Lehr advised the Council on the Enhanced 'Sheriff's Patrol District (ESPD) proposal. The County has indicated they would like { to implement the ESPD this summer -- this is a much faster time frame than initially understood by City staff, Chief noted that staff would like to be able to forward the draft proposal to Commissioner Rogers in time for the May 10, 1988 Washington County Commission meeting. A copy of the proposal was submitted to Council in their meeting packet, Council and staff reviewed the proposal and noted their concerns, There were some questions on dispatch costs, Council consensus was to clarify this area to show costs, It was noted that the ESPD is a separate County diatrict, the governinq bc-dy is the !County Board of Commissioners; the Sheriff will act as t0a department hexad and report to the County Administrator, 0. City Administrator - ominded Council of the June 1, 1900 work6hop meeting which will bo held at Councilor Johnson's homey at 5.30 p,m, f, AJeanda► Review — Item 4,1 f, Councilor, Johnson noted thora should be clarification on choiceos for stropt lights, Act.in;l Community Development Director noted that any stroot light chusun should bo those which Portland Genoral Electric would furnish and mAintoin. Council consensus was to table this otjonda itom until May 16, 1909, to that clarification l?.Anquago could bo ostoblishod, 3. EXECUTIVE SESSION; Thea figa►rd City Council went Into Ckocut:ivea Sossieon at 7;97 p.m, under, the provisions of ORS 192 660(1)(d), (e"), & (h) to discuss labor relations, reeatl pruporty transactions, a*nd currant and punding litigation issueas, THE REGULAR MOLTING WAS CAIA.t'D TO ORDGR AT 0t05 p,m, 4, NON—AGENDA ITCM. City Admird#trat+or noted theet ltom 4,1f, had bean discussed in thea Study Sassieon with Council consensus to trablo the item to thea May 16, 1909 pivoting, 5. VISTOR'S AGENDA a, The following citizens wore present. to testify concerning a Minor Land Partition Director's Decision on Mountain View lane; o Harold and Last* Godfrey, 9030 SW McDonald, advised that they have filed for a variances for a Minor Land Partition on Mountain View Lanes. The' Director's Decision, a% one of the conditions, required that the %treat be paved. The Godfrays requested that the street remain graveled. The Godfr•eys also requested that the Decision be called up for appeal and that the appeal fee be waived. Page 1 — COUNCIL MINUTES — MAY 9, 196$ i There was discussion between Council and Senior Planner Liden on the process, Senior Planner Liden noted that an appeal would go to the Planning Commission; the appeal fee would be $235, City Council has the authority to waive all or part of the appeal fee, o Jerome Petrin, 9105 SW Mountain View Lane. Tigard, OR 97224, noted that he was interested ire keeping the street at i%s current status. tie advised that it was a dead-end street arid expressed concern over safety of pedestrians (children), a Lena Weisheit, 9090 SW Mountain View Lane, Tigard, OR 97224, noted that she would not want Mountain View Lane to be widened and paved because this would destroy shrubbery near her property line, o John Krause. 9120 SW Mountoin View Lana, Tigard, OR 97224, also expressod concern over widening of the read. NR advivad that it would destroy shrubbery near his properly and said the roadway was adequate, Na also rioted thoct widening of the roadway would roquir•o rolocotion of a watar mot.er Arid powor Pole, o Ann E, Crisp, 9055 SW Meur►tAin View Lana, note►d thAt oho did not object to the Minor LAnd Partition and the, building, of the home as proposed by the Godfroys, but did object to pAving the roadw y. She roquostod that it be kept gravolod, Larigthy discussion followod concerning the) for that Minor Land Partition as sot out in the Director's Docision. Itoms discussed Included whether, or, not this was an eutrAordinary case and whethar the Comprehensive Plain nogluctod to Address this typo of cirEumstdrico, Councilors Eadon acid Ldwords noty-d thoy could support A waiver of the f", Councilor Johnson Advisod that sho could not support: ate waiver of the fora; she supporlod the aappoaels pr-ocoss which requires ae fee to cover tho costs which are actually inc:urrod by the City. Mayor Orion noted that t)acausa of circumstances and the back of leeway allowed in tho Coda, this request may rcaprssent a spacial problem; he indicated he could support ei fee waiver in this case, The policy question of requiring str•saut improvsmonts when development occurs was discussed, Mayor asked that Planning Commission be odvisad that; Council dosirer their input on the -policy question. Duo to timing as specified in the appeal process, Council could not delay making a decision on this item, 6 4 Motion by Councilor Eadon, seconded by Councilor Edwards to forward the requested appeal by Mr. and Mrs. Godfrey to the Planning Commission; the appeal fee shall be waived; Council requested that the Planning Commission review and make recommendations on the Policy Issue of street improvements required with development under similar circumstances as in this case. Page 4 — COUNC7L MINUTES — MAY 9, 1988 asses The motion passed by a majority vote of Council present. Councilor Johnson voted "Nay." t 6. VOLUNTEER ROSE GARDEN a. RESOLUTION NO, 98-34 - A RESOLUIION Of THE TIGARD CI1Y COUNCIL NAMING THE NEW0 PLANTED ROSE: GARDEN AS THE CITY OF TIGARD'S VOLUNTLER ROSE GARDEN. b, Motion by Councilor E;adon; seconded by Councilor 3:ihnson, to approve Resolution No, 88-14, The motion was approved by unanimous vote of Council present, 7. KEYS TO THE CITY a, Special recognition for Eloy $cout Troop No, 592 for its positive response to th►a City's roquest for assistance, Harry and David Bear Crook, Inc, donated 100 Jackson and Perkins rose buahos to the City of Tigard, It was not possible for the Parks crew to Plant thom a'Al in a tin►eely manner, so a especial request was made of sevoral Eloy Scout, Cub Scout, and Girl Scout troops, Since those Mc.outs rospundod on such short notice, M;%yor Brian wishod to gave special recognition to therm for Choir participation in the plantin�3 of those bushes, Thia Boy Scout 'frvop was unable to be provant for the earlier prosontation on April 11, l' Mayor Brian prosentod Keys to tho City to the following Scout*: Dwight Doomer, Pob Brown. Mikes Brown, Chris Foy, Chris George, Heath Hunt, Lee Hunt, Alex vaaveans, Keith Maddock, Stevan achovnlebear, Matt Wobar, Kyles Wong, Dick York, Manny York, 9, CONGCNT AGCNDA,, 8.1 Receive and Maa, aa, Community Survey Results b. Council Caalandar Update c. Tentative Agenda Update d. City Administrator Progress Review Criteria e, Municipal Court Study Report f. Strout lighting Policy Report; - Taahlod to 5/16/09 8.2 Receive and rno - Petition from Anton Park Association 8,3 Authorize Payment of T'VE:DC -Membership tli.iling - '$250 8.4 Authorize Payment of 1-W5 Corridor Association Membership Full Member Status - $35.0 8.5 Approve USA Pro-Formaation/.Storm Drainage Utility District Study Grant/Loan - Resolution No. 88-35 8.6 Accept Public Improvements Known as Tigard Christian Church Sanitary Sower -- Resolution No. 88-36 8.7 Receive and Filo: Community Development Departmental Monthly Report for March Page 5 COUNCIL MINUTES - MAY 9, 1988 s Motion by Councilor Edwards, seconded by Councilor Eadon. to approve the Consent Agenda with Item 8.1f tabled to the May 16. 1988, meeti►og. i The motion was approved by unanimous vote of Council present. 9, DARTMOUTH STREET LOCAL IMPROVEMENT DISTRICT NO, 40. a, Acting Community Development Director summarised this item. He noted that the Council held a public hearing April 11, 1986, The hearing was to consider whether to cure defects, or Qclete portions of the plans which had boon declared void or set aside for any reason, and to make any necessary additions to the information contained in a preliminary engineer's report. Submitted in the staff report was the summary of the Council's motion from April 11, 1988, b, ORGINANCC NO, 00-00 A AN ORDINANCE CURING KFE.CTS 7.N THE, PLANS FOR THE DARTMOUTH STRCET LOCAL IMPROVCME.NT DISTRICT, AMFNDING ORDINANCE 84-17, ADOPTING FINAL PLANS AND SPrCIrI.CA11ONS IN A RUVISE.A PRELIMINARY CNGIN1zW S REPORT, AND ESTAOL,ISHING A FINAL ASSESSMI.NT PROCF'1)URC, C, Motion by Councilor Eadon, secondod by Councilor Edwards, to adopt OrdinAnca No, 06-m00, Councilor Johnson conm#.ontod on tho LAD proceoss and thonkoad proporty owners for their participation, Ordinrncio No, 00-00 wag ado,ptod by a unanimous vote', "f Council Prevent. 10. PUBLIC HEARING - ZONE CHANGE ANNEXATION - ZCA 80-04 TIGHE NPO #3 A roquoast by Glen and Shirley Tighe to annex ,35 acres into the City of Tigard #and Chan►3#.o tho )none deaigniation froom Woashington County R-.b to the City of Tigard R-4,5, The propcorty is loedtaod at 14230 SW 117th Avenue (Wo#hington County Tax Map 201 10UA, Tax Lot 700), a, Public Hearing was opened, r b. Thare were no declarations or challonges. C. Senior Planner Newton synopsized this ago nda item ,end rcoviuwod the j staff report as submitted in the Council packet. d. public Testimony, nropCarl�lll m S f o Glen Tighe, 14230 SW 117th Avenue, Tigard, OR 97224, Mr. Tighe briefly summarized his reasons for wanting annex to the City. Hia septic system failed with the only other long term remedy being connection to the sewer which is in the City. Because the situation was urgent, the Community Development Director allowed the Tighes to connect to the City's sewer after the ao►nexation request was filed and all fees paid. - Page 6 -w COUNCIL MINUTES - MAY 9, 1988 r ■ee.�s Mr. Tighe commented on the fees which he had paid to date. Mr. Tighe requested, because of financial hardship, a refund of annexation fees. e, Senior Planner Newton recommended adoption of the resolution and ordinance as submitted to the Council. If approved, staff would then forward the annexation request to the Boundary Conm►ission and assign the )clan and eone3 designations to the property in conformances with the Comprehensive Plan, Senior Planner Newton requested Council consider the applicant's request for refund of the $520 zone chango and annexation fee, Senior Planner Nowton referred to the City Administrator's me3m4randum of April 79, 1983, in which he recommended that Count;il hold to present polity and deny any fens waiveer request except for City initiated actions or errors, Count:it could allow the Tivheas' request to bo tabled ponding dovolopmont of a rovisod fees schodule, and then retroactively adjust if necessary. f, Public Hearing closod g, K". OLU11.0N NO, 00r17 A RE SOLU110N 1 NI TI A'I I NG ANNI XA'i IAN 10 THE CITY OF TICARD OF THC TCRRITORY AS OUTLI.Nt;;D IN CXNIQ1T "A" AND DE.SCRI 110 1N EX1111111 "EI" A't�,"::HCC), (ICA 80-04) (120a'). h, Motion by Councilor Johnson, socondod by Councilor Fa►don, to approve Resolution No. 00. 37, Tho motion approvod by a untAnI mous vote► of Council pro spent, i, ORDINANCE: NO, 00-09 AN ORDINANOC ADOPIING CINDINt;3 AND CONCLUSIONS 10 APPROVE A 70NE" C;1IANGE1' (7CA 410,.04) (11GNE.) AND DE.t;C-ARING AN Ef FICTIVC DA1 C, j , Motion by Councilor, Johnson, vocondod by Councilor radon, to adopt Ordinance No, 88,09, Motion was approvod a unanimous vote of Council pre sunt. k, Council discussed the fee waiver requost, After langthy discussion Council agreed that they would be reviewing the foes schodula at a futuro data. Councilor Johnson oxprassod concerns on a fee waiver, noting costs which are incurred by the City regardless of the sire of the proposed annexation area. 1, Motion by Councilor Edwards, seconded by Councilor E:a►don, to not grant a fee waiver to Mr, and Mrs, Tighe; Council will be reviewing . the fee schedule for annexations; if the fee should be revised downward, then the Tighe% would be rebated the difference of what they paid and the new fee-schedule amount. The motion passed by a majority vote; Councilor Johnson voted nay. Page 7 - COUNCIL MIr%UTES - MAY 9, 1988 �c ll. PUBLIC HEARING - ZONE CHANCE ANNEXATION 2CA 88-02 LEWIS NPO #3 A request by Brian Lewis to annex 3,05 acres into the City of Tigard and to change the zoning designation on the property from Washington County R-6 to City of Tigard R--4.5. The property is located at 12902 SW Walnut Street (Washington County Tax Map 2S1 4AD Tax Lot 3400). a, Public Hearing was opened, b, Declarations or Challenges - Councilor Johnson noted that she lived in the noticed area; she indicated she had no partiality with regard to this gone change annexation request, C, Senior Planner Newton summarised this agenda item, The applicant is regweiting annexation to obtain sewer service to the property. Once annexed, the applicant intaod* to `file with the City for approval of a Minor Land Partition, t The property is within the City of j igard l u active planninj area. If the resolution presented for, consideration by Council was approved, staff would forward tho roquost to the Boundary Conhmissiun, They ordinance under consideration would assign the R-4,5 zoning designation to the property, The R-4,5 zoninl conforms to the City of Tigard's low-density plan designation which ways assigned to the property in 1983 at the adoption of tho Compreheansive PLAn, d, public Tvi timony o Brian Lewis, 12902 :;W Wo.Alrnut, ligard, OR 97223 , Mr. Lowis ,Advised Council of his desire to be annoKod to they City of Tigard. *I Sonior Planner N@wton odvisod that staff rocommonds Approvwl of the propased resolution and ordir►an€o, f. Public Hearing was closed, g. RISOLU11OR NO, 08-38 -e A R[:SOL.UTION INITIATING ANN[ XA11ON TO THE: CITY Or T'IGARD Or THE TCRRITORY AS OU11.1040 IN EXHIBIT "A" AND DESCR30ED IN EXHIOIT "6" ATTACHED, (ZCA 80-02) (129TH 6 WALNUT), h, Motion by Councilor Johnson, seconded by Councilor Cadon, to adapt Resolution No, 88-38, Motion was approved by unanimous vote of Council present, i. ORDINANCE NO. 88-10 - AN ORDINANCE ADOPTING FINDINGS AND CONCLUSIONS TO APPROVE: A ZONE CHANGE (ZCA 88-W02) (129TH & WALNUT' AND DECLARING AN EFFECTIVE DATE. j. Motion by Councilor Edwards, seconded by Councilor Johnson, to adopt } Ordinance No. 88-10. ! The motion was approved by unanimous vote of Council presents Page 8 - COUNCIL MINUTES - MAY 9, 1988 i :: 12, PUBLIC HEARING — 70TH AVENUE VACATION. a, Public Bearing continued from August 31. 1987, b, there were no declarations or challenges. C. Acting Community Development Director introduced this agenda item, Development Services M,-anager outlined the contents of the ordinance and the history of this agenda item. U, On August 31, 1987, Council opened a public hearing to consider the vacation of portions of SW 70th Avenue and SW Gonzaga Street, Council approved vacation of SW Gonaaga Street and delayed consideration of aW 70th Avenue to May 9, 1988, pending completion of certain transportation and land use planning work, All of this work has not been completed, however, staff recommended a specific policy on right—of-way vacation within the ligard Triangle, 'his policy would allow for the proposed 70th Avenue vacation to occur, 01 Govelopment Services Manager noted that utilities had been contacted again for coimmants, The proposed ordinance requires thaat a public oa►sement for drainoge and sower be retained. F, Acting Community Dovolopmont Dircactor noted that the area NPO had reviowed this request and supported the staff recommendation, g, Public Testimony i o Gerry Caach, 15170 SW Sunrise Lane, ligard, OR, had questions about vacation of the remainder of SW 70th Avenue as the area develop*, Mayor advised that tho action under consideration by Council at this mooting was for this p+arcol only. 9thor vacation r€quosto on 70th Street would be comiderod on a► caasa-by—cava basis. Acting Community Oavolopmont Director noted that more dotailod study would be necessary for portions of the remaining rights—of—way on S,W, 70th within the triangle before vacating. He referred to his memorandum dated April 27, 1988, (included in the Council packet) outlining right—of-way vacations in the Triangle aaroa, o Alfred Kindrick, 12560 SW 70th Avenue, ligaard, OR, Mr. Kindrick noted that he had initiated the street vacation request and had circulated the original petition. HQ acknowledged thwt the vacation request was altered somewhat from the original request, but supported this alteration. h. Recommendation by Community Development staff was for approval of the proposed ordinance which vacates a portion of SW 70th Avenue and Creserves a public easement for drainage and sanitary sewer, 1. Public Hearing was closed. Page 9 COUNCIL MINUTES — MAY 9, 1988 j. ORDINANCE NO, 88--11 - AN ORDINANCE VACATING A PORTION OF SW 70TH AVENUE, A DEDICATED RIGHT-OF--WAY WITHIN WEST PORTLAND HEIGHTS AND BEVELAND. RECORDED SUBDIVISION FLATS. IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, k, Motion by Councilor Eadon, seconded by Councilor Johnson, to adopt Ordinance No, 88--11, The motion was approved by unanimous vote of Council present.. 13, PUBLIC MEOW= - CAMPRENEXISM PLAN AMENDMENT CPA 88-01/ZC 88.03 RIVVtOOD PROPERTIES NPO *4, Review of al Planning Commission recommendation of approval for a request for a Comprehensive: Pian Amendment from Low-density RQ*idantial to Zommer^cia?. General a;A a cone change? from R-3,5 to CTG. Location; 11630 through 11965 SW 79th Avenue, (WQTM 2.Si 36CO, Tax Lots 2300, 9400, 2500, 2600, 2700, 3800, 3900, 3000, 3100, 3 00, 3300, 3400, 3500, 3600, 3700, 3800, 3900, 4000, 4100), a, Public Hear)rq opened, b, There wore no declarations or chAllan,�us, C. Sonior Planner Lidon oumma►rizod this 4,jundo itom, On April 5, 1900, the Planning Commission reaviowod they aepplicc►tion tend unanimously recommondead Approval of thu proposed plan omendment from Low-donsity Rovidential to Gonar4l-Commorcia►1 and sono cha►ngo from R-3,5 (Rovidontiai, 3,5 units/cecre) to C-G (Ganearal Commorciael) for 19 ( parceais on VIW 79th Avonuo, d, Public Testimony Prn�tltw t a Gordon Davis, 1O2O SW 20th, Por•tl.aend, OR, ropreascnting Rivorwood Propert.ips advisod Council can t.ho proposal, Riv@rwood Proportl@# ha►r @Jthur purchakood or, cntvrod info gejr,00monts to purch,ara all of the 19 homes that exist within the Twin O+.ak% Lana subdivJsion, Thoreforo, all of the reavldonts within the subdivi%iom hava axprussed, by their willingness to sell, a desire to leave the n@ielhbor•hood and allow their property to be othar•wiso used for commercial purposes. Th@r•e was Council discussion on the absence of evidence that affected property owners wawa in favor, of this Zone Chang* (i,a„ no written @vid@nce in their packet or significant rapras*ntation from the residents at the meeting). Mr. Davis noted that he had with him signed copies of agreements and other documentation, Legal Counseal Ramis reviewed the documentation. Page 10 COUNCIL MINUTES - MAY 9, 1988 o Ross Gifford, SW 79th Street, Tigard, Oregon, noted that he was a resident of the area and that, to his knowledge, all 19 s property owners were in agreement with the request from Riverwood Properties, He asked if there was a way the property could be rezon-gid to residential if for some reason Riverwood Properties did not complete their proposed development, Legal Counsel advised that if a problem should prevent the project from being completed, then City Council could initiate a zone change to zone the property as residential once again, e, Senior Planner Liden noted that Community Development staff recommended approval of the application and adoption of the proposed ordinance, f, Public Hearing closed, g, ORDINANCE: NO, 08-12 - AN ORDINANCE ADOPTING FINDINGS AND CONCLUSIONS TO APPROVE A COMPREHENSIVE Pt-AN AMENDMLNT (CPA 0A-01) AND ZONC CHANGC: (yC ge-09) PROPOSLD UY RI.VERWOOD PROPERT1.t:S, h, Motion by Councilor Johnson, socondod by Councilor Edwards, to adopt Ordinance No, 50,.12, Motion was aipprovod by unanimous voto of Coun- it proser►t, 14, PUBLIC HEARING - 130TH AVENUE CONDEMNATION HEARING Consid4r condamnaation of undedicated portions of SW 110th Avenue, at its �. intursoction with 174con Rise Drive ;*nd Wintorloka Drive, to provide public access to the villago at Summorlaako subdivision, A. Public Hearing was opunod, b, There wore no doclorationt or, cha►llentiou, C. Acting Community Dovclopmont Dirwtor notod that than City had previously entor-od into a eondomnation ar3r omont with DOn MOH00ettO Buildars, Inc, Thu proposed revolution ona,blos the condemnation process to move forward and dcclar-as the condemnation is for a public purposo; namaly, to facilitate devalopmant in accordance with the Comprehensive Plan, d, Public Testimony Proponents_, o Andrew Jordan, Attorney representing Don Moriss@tte Builders, 1600 SW Cedar Hills Blvd. , Portland, OR 97225, Mr. Jordan noted that he supported the condemnation proceedings. e. Community Development Director a►dvf.sed that staff recommended that the proposed resolution be passed at this time, f. Public Hearing closed. g. RESOLUTION N0, 88-39 A RESOLUTION OF THE TIGARD CITY COUNCIL CONDEMNING PORTIONS OF 130TH AVENUE (UNDEDICATED) AS DESCRIBED IN ATTACHED EXHIBITS A, B, AND C. Page 11 - COUNCIL MINUTES - MAY 9, 1988 h. Motion by Councilor Edwards, seconded by Councilor Johnson, to adept Resolution No. 88-39, The motion was approved by a majority vote of Council present. Councilor Eadon voted nay. 15. PUBLIC HEARING -- ZONE ORDINANCE AMENDMENT ZOA 87-07 CHAPTER 18.114 SIGNS, a, Mayor noted that during the study session, Council consensus was to continue this public hearing to May 16, 1988, There ware persons in the audience who had attended the meeting to testify, Council consensus was to allow these persons to testify if they desired, b, Public Ieestimony, O�oneots; a Gerald Kolbe, 143!57 SW Pacific Hwy. Mr, Kolbe expressed his concerns on lack of flexibility in tha proposed ordinance amondmonts with regard to sign area. lie noted that page 42. words "or oroat" if added after the word "hoight" would allow seams flexibility if a sign should boa slightly over the criteria listed in the or•dinanra, t After discussion, Council noted that they would look at this t area and discuss it further next wook, , 0 3e►rry Fuller,, 11440 SW i'ac?ific Hwy., noted his concerns on conditions for frouwayaorionted zonas, His "Mobil" gas station on Highway 99W was at one time (during this prowess) within thea fraowaay-sono area, With the revisions as now propo%od, his cervico station would no longer be in the fr oway-oriontod tone. Mr, i ulior Advivod thaet 75 porcont of his salos r@ly on 1-5 traffic and recognition of his sign, I,e also noted that competitors which lice just outside the City limits and near his station would be allowed to have target- signs, there was discussion on this issue betwoon members of Council send Mr. Fuller. Mr. Fuller asked that Council consider other criteria such as percentage of business derived from freeway traffic or what competitor# worse allowed to have as signs, 16. ]NON-AGENDA ITEMS a, TEMPORARY TOM PROHIBITIONS alp SW 90TH AVENUE -- Council received a summary shoat and a proposed resolution from staff on this agendas item. Truck traffic has been occurring on SW 90th Avenue by Metzger School as a result of Lincoln Center construction. Staff requested a temporary truck prohibition on SW 90th Avenue. Councilor Edwards noted his concerns that when there is a perceived problem with truck traffic, then the solution has been to close streets to truck traffic. Discussion followed. Page 12 - COUNCIL MINUTES - MAY 9, 1988 t i b, Mayor suggested the wording be added to Section 1 of the proposed resolution: "Local deliveries on SSI 90th Avenue will be excepted," This way delivery trucks to residents on SW 90th would not be jeopardized. C, RESOLUTION NO, 88-40 A RUSOLUTION PROkiIHITI:NG THROUGH TRUCKS ON SW 90TH AVENUE FOR A PERIOD OF SIX (6) MONTHS, d, Motion by Councilor Johnson, secorided by Councilor radon, to approve Resolution No, 88-40, Motion was approved by a majority vote of Council present, Councilor Edwards voted nay, 17, ADJOURNMENT 10;17 p.m, t` Approved by the Tigard City Council on l�,.Ll►t , 1988, Uoputy Rocordor City of T'JSA d 3 ,4 Mayor Vfty of Tirlard �� cw/48160 Page 13 - COUNCIL MINUTES - MAY 9, 1988 TIMES PUBLISHING COMPANY ;n{t�� jLega, �J P.O.Box 370 PHONE(503)684.0350 �, NOtiCe BEAVERTON,OREGON 97075 _ Legal Notice Advertising D Cr • j 4� 13 Tearsheet Notice 0 "` • O Duplicate Affidavit "f AFFIDAVIT OF PUBLICATION STATE OF OREGON. � y, COUNTY OF WA NGT i. 9L' being first duty sworn. depose and sa at l vert ' g Director,or his principal clerk, of th a newspaper of general circula n a load in ORS 199,010 and 195,0.0,pu had a n the aforesaid coun d t •that a printed copy of which is hereto annexed,was published in the entire issue of said newspaper for -sucoessive and oonsooutive in the following issues, Subscribed and ore me this. Ali hotarp1sublic for Oregon mW rl^ffiffj�� NOW f>�11. x i. Yc2 s.'+t -,'�.,•4 � ,�SkFdC 7 r Y,t �'+' +C i x �.c e 2M• �• id M r v ..rye..• >. . . ..- :- .. .._ r� � ,.: .. lit tillAX JI i - ag14 1 is 41 oil I Jt to lit ... .., - . sea WA cj w m U) a a a a U. o ° OLL tA 00 0 11W I � • NV 'aii a o toi TIMES PUBLISHING COMPANY Legal �,—�►� P.O.BOX 970 PHONE t5=s13s•oaso •'j�ECEIveo ica BEAVERTON,OREGON 97075 Legal Notice Advertising APR "9,5�5 1888 • C3 Teersheat Notice cr • 0 Duplicate Affidavit ` AFFIDAVIT OF PUBLICATION STATE OF OREGON. COUNTY 9F WA qN. Asa- al boing first duly sworn,doposo Ad as t i am t g Director,or his principal clerk,of the a newspaper of general circulation as of d in OR$ 193.010 and 193. ;published at -4 in the efores id a at t a printed copy of which is hereto a nexod, was published in the entire Issue of said newspaper for——successive and conceoutive In the follo�wing�I�sjsues; Subscribed before me thl tary Public for Oregon �p ���^� � P yr'� ;...�•�•t0�•}r ;F7f`.uter•'�U.°::: u:e -.�-iy 1p '^�'}eF �ii My Commisalon b xplres9 lrT7* f� h AFFIDAVIT CITY OF TIGARD. OREGON AFFIDAVIT OF POSTING In the Matter of the Proposed COUNCIL ADOPTED ORDINANCES STATE OF OREGON ) County of Washington) ss City of Tigard ) I, .. 14 being first duly sworn, on oath depose and say: That I posted in the following public and conspcuous places, a copy of Ordinance Number(s) Fs- os - '9%- 0q ' S +� &— 11 0 which were adopted at the Council Meeting davea '� copy(s) of said ordinance(s) being hereto attached and by reference made a part hereof, on the _,_ day of193L, 1, Tigard Civic Center, 19125 SW lull Blvd, , Tigard, Oregon 2. U.S. National Bank, Corner of Main and Scoffins, Tigard, Oregon 9, Safeway Store, Tigard Plaza, SW Hall Blvd.. Tigard, Oregon Subscribod and sworn to before wis this 11 ' day of 190A, No y Pu lic for Oregon My Commission Cxpiress 0 sb/4537A DATE May 9. 1988 wish to testify before the Tigard City Council on the following item: (Please print the Information) Item Description: Agenda Ileo No. 6 Public Hearing Zone Change Annexation - ZCs 88-04 Tighe NPO #3 Proponent (For Issue) Opponent (Against Issue) me, Address and Affiliation Name, Address and Affiliation 040 Q 3 DATE May 9, 1988 ' I wish to testify before the Tigard City Council on the following ;tem: (Please print the information) Item Description: . Agenda Item No. 7 Public Hearing _Zonne Chane Annexation ZCA 88-02_ Lewis NPO #3 Proponent (For Issue) Opponent (Against Issue) Name, Address and Affiliation Name, Address and Affiliation 12 c 2- DATE may 9a 1988 I wish to testify before the Tigard City Council on the following item: (Please print the information) Item Description: Agenda Item No. 8 Public Nearing -- 70th Ayenus Vacation: Proponeut (Fox Issue) Opponent (Against Issue) Name, Address and Affiliation Name, Address and Affiliation f C DATE may 9, 1988 I wish to testify before the Tigard City Council on the following item: (Please print tha information) Item Description: Agenda Item No. 9 Public Hearing — Comprehensive Plan Amendment CPA 88-01/ZC 88-03 Riverwood Properties NPO #4 Proponent (For Issue) Opponent (Against issue) N j1, Address and Affiliation n Name. Address and Affiliation yf DATE may 9, 1988 I wish to testify before the Tigard City Council on the following item: (Please print the information) r Item Description: Agenda item No. 10. Public Hearing -- 130th Avenue Condemnation Hearine Proponent (For issue) opponent (Against Issue) Name, Address and Affiliation N&mo, Address and Affiliation u b aceta A A Trie �PDAP- HA45 to r DATE May 9. 1988 I Wish to testify before the Tigard City Council on the following item: (Please print the information) S Item Description: _Agenda Item No. 11 public Bearing - Zone Ordinance Airendment ZOA 87-07 Chapter 18.114 Signs Proponent (For Issue) Opponent (Against Issue) �!##ie+R########+�######►k##It#�iF##**######+k ####aR####�itisis##fit###�A#it###fit####�Ik�R####pit#�k3��kit Name, Address and Affiliation Name,, Address and Affiliation 144 q Q 'i rk+ r MEMORANDUM CITY OF TIGARD. OREGON TO: Honorable Mayor and City Council May a. 1908 FROM: Bob Jean, City Administrator CT: Supplemental Packet for May 9. 18 SUBJECT: 98 A couple of recent events and the cancellation of tho May 23. 1988 1110etin9 caused too to send out this ;supplemental Packet for the May 9. 1980 meeting, STUDY SESSION TOPIC : p u;S,A. , ,Staff will be here to answer any questions you mi'Jht have yin the 4,5 Convent ROM* Clpdnt/Loxi Storm Drainage District Pro-Formation, , , v Busineav Tax Discussion , ,Ordina,nco for 5/167 o Enhancod Sheriff's Patrol District, Report o Warkvh . G/1l68 Shilo? or 5/70 ,jr 'al21? ownd,I_Qu�astnion Councilore aro romindod to ca►11 mo livor the wookund or Monday with any questions, if posvible, o partn►outh 0135th it„ Authorization NON-AGENDA TOPICS: o Triong} Harassment Report o QOth AvQ7uo Truck Ljmit; Rasolution ew/4G30D CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9, 1988 DATE SUBMITTED: Mav 9 1988 ISSUE/AGENDA TITLE: ESPO Patrol PREVIOUS ACTION: Services Prn o 1 PREPARED BY: D. Lehr DEPT HEAD OK TY ADMIN OK REQUFgTED BY: D. Lehr ,0 ICY ISSUE INFORMATION SUMMARY Council has discussed and provided direction to staff to prapare a cost analysis and proposal for the provision of patrol services in the Tigard urban Growth Boundary portion of the ESPD by Tigard under contract with the ESPD, You will rind attached a proposal and a cost analysis for your review and comment, The proposal should serve as a basis for contract negotiation, ALTERNATIVES CONSID RED ....m, ,.._m .___---•---- - ,n,.�;, .m,w. -�.,m r,-,�;�mr�.m„ten-r r 4e.�„:;a;;,;;r•,,:.,�; m, ,;: SCAt ,A�T im Y& .4inn3�N' slliFitlt3?IF.-'.sv'.�-..rm ham-: ren ATe";M,"n{:ii” !' efhmbu.T.rnn ,e-n rrv:i„P isiS,:n' i„rv:C ,s,.r:.. „ mmn:!:r-f-n,em e. "I,n M,m.i rr�'r i,lnnF.emTm',nmmv,. n.,.n;1;T; S� FaI�ED A '1Ii�111 W4690D A Proposal for the Provision of Police Patrol Services within the City of Tigard Urban Growth Boundary Portion of the Enhanced Sheriff's Patrol District ► The fallowing proposal addresses the key issues pertaining to the Enhanced Sheriff's Patrol District contracting with the City of Tigard for the provision of full police patrol services within Tigard's Urban Growth Boundary portion of the ESPD at 1 officer per 1,000 population. DUTIES OF TIGARD k Tigard shall provide full police patrol sorvices within Tigard's Urban of the Enhanced Sheriff's Patrol Aistrict, The Growth Boundary portion patrol services performed t�ncompasa duti,�s and enforc€�m+�nt fur►ctions of the type customarily rondorod by the Tigard Police Department under the statutes of the .,,tato of Or�g�}n and Washington County, Such aervicwu +shall incWde those involvod in the field of public safety police patrol, criminal law onforcomont, traffic onfo► _n►er►t., and other dutiou usually associated with patrol survicol. 1 iga►rd uha►l l P rovido RA hour patrol uorvicou in tho contract a►r•oai basod on than i officer por 1,000 population level, rar tho purpouo of p@rforming said functions, Tigard shall furniuh and supply all r►ecossa►ry ls►bor, suporvisiom, Oquip+iiont, and supplies noeeraary to ma►intnin the lovol of *Orvicoo rondorod am horoupon dpscribod> PlinO Of The provision of such rer•vic►a standards of performance, e►orfo n►►r►oco tho �f such mor•vicos officers, and othor matters incident to .ha C and control of personnel ja -amployod shall r@m*iA with Tigard, Tigard shall make available for tho performance of the duties hereunder, Properly supervised officers, certified by the Oregon State Board on police Stawndardt and Training, 5 Tigard shall designate a command officer for contract administration and liaison with the Sheriff and ESPA Commander. All persons employed in the provision of patrol services in the Tigard Urban Growth Boundary portion of the ESPU pursuant to this agreement shall be Tigard employees. No person employed in the performance of patrol services shall have any county salary, pension, or other status or rights under the provision of county employment practices or polices. Tigard will provide an on—cal: command level officer. Lieutenant rank or higher, 24 hours per day, every day, for incident and emergency notification. Tigard will notify the EPSU Commandor of any major public safety incident, as mutually defined by the Sheriff ;and Chief of Tigard Police, affecting tho sorvicu araa, Tigard will not, except in case of omorgoncy, deploy officors pat.r,ollintj the EPSD area out of the araa without a uuporvisor's approval. Vohicl+►s supplied by T'itlard will bo equipped with oquipmont and supplies mutually accoptable to the Sheriff and the Chief of Polices, Dispatch services will be providod by Tiq*rd Dispatch Contor, Vehicles will also be oquipped with radio% capablo of receiving and transmittinil on the Gheriff's froquency, Tigard shall provide ovidenco handling and storage capacity that mtaets the standards set by statute, court rules, and the District Attorney. Uidence shall be stored, maintained, and disposed of according to the *boy# criteria. Tigard will supply and utilize crime, incl.dor)t, and citation forms mutually acceptable to the Sheriff and the Chief of Police, Tigard will store and maintain criminal, incident, and citation records according to Tigard's procedures, Criminal and/or incident reports / requiring follow--up investigations by the Sheriff's detectives will be forwarded to the ESPD Commander in a timely manner, Tigard will make available to the Sheriff statistical data relating to the activities of officers assigned to the district, crime data, accident data, and other information of interest to the E`SPD, DUTIES OF THE COUNTY County shall designate a command loval officer for contract administration And liaison with Tijard, County will provido all labor, suporviaion., oquipment, And supplies nocossAry to maintain and carry out the dutios of county as haroin doscribod, County shall not bo rosponsiblo for any sa►lairies, wAt3e00 or- Any componsotion due to injury or sickness of any Tigard omployoo, t REVL,NUE SHARING Revonuos gonorated by Tigard Polico officers in the [VPD Aro,* As a" result of traffic offonse citations or arrest:* shall bo shArod according to ORS 11W620(2)(c), Items collected or seized as evidenco, lost, or nbandonod proporty by Tigard officer• in, the CPSD oreaa shall be disposod of in accordance with State Low, Items subject to auction shall be auctioned by the County and proceeds shared an a 50/50 basis between the County and Tigard. DISPUTCS Disputes or conflicts regarding the provision of Police Patrol services which cannot be handled at the ESPD Commarndar/Designa►tod Tigard Commander level shall be resolved by the Sheriff and the Chief of Police. PAYMENT Tigard will charge and county will pay $35.70 per hour for each officer ' per/1,000 population assigned to the contract area (Tigard's Urban Growth Boundary) at 2000 hours per year, per officer. Payment shall be made according to the cost sheet in Appendix 1. Payments shall be made in advance on a quarterly basis, HOLD HARMLESS The County hereby covenants and agrees to hold and save Tigard, it's officers, employees, and agonts harmloss from all claims whatsoever that may arise against Tigard, it's officers, en1ployeas, or agents by roasan of any act of Tigard, it' s officors, omployeas, or agents in the performance of duties required by the terms of thio agroemont, Tigard hereby covenants and agr-000 to hold and save the County, it's �fficc�rs, omployoos, Arid agents haarmloss from all Claims who►tsoovur that may arise *9*inst the County, it's officers, omplOyoes, or *,junts by t reason of any ac.t cf the County, it' s offiK(*rs, wmployeos, or a►gants in the performance of dutios r•oqulrod by thio tor•ms of this agrooment. Tho County aged Tigoird mutually cover►a nt anti agrot,) that neither- party will insure the actions of the other, but rathor oa►ch► party will as"mo it's own responsibility in tonn@ction with any claims ma►do by a third party &gAinst the County and/or Tigard. The County arid Tigard agree Ghat nothing contained in this ogreemunt is intended to limit the ramady, if any, of either party against the other party, including claims under subrogation agreements with the party's insurance -carrier to racnver for damaclas to proporty or injury to porsans caused by a party's negligence, EFFECTIVE DATE AND RIGHT TO TERMINATE Tigard and the County agree that this agreement shall be effective for i' a period of 12 months, commencing at 12:01 a.m, on the first day of and expiring at 11:59 p.m. on the last day of In the event that either party desires to renew this contract upon the expiration thereof„ the party so desiring shall notify the other party at least days prior to expiration of the agreement, Within days after receipt of such notice, the parties shall review the compensation and any other provisions hereof, and agree to renew the agreement as it may be modified, If agreoment cannot be reachod, the contract will terminate as provided above, Tho agrooment may bo terminated by either party without cause upon days prior written notice, WHOLE AGRCtMENT Other than as apecificaally described herein, this controct contains thea entire agreument botwcaon the parties and supersodes any and all other' agreements, written or, oral, expressed or impliod, po rtoining to the subject matter hEaroof ,. This contract is subject to all applicable public contracting laws, municipal finance, Arid constitutional and ehaartor debt, limitations of the parties and of municipal curporations gonerolly, and is subject to funds basing appropriatod thereof. ,ht/4684D Appendix 1 l EXHIBIT "A" ESPD Contract Cost Sheet 7 officers (at 1:1.000 papulation) in Tigard's Urban Growth Boundary portion of the MD. 2,090 hours per employee, per year Salary, bonefits, materials and seruicos, and Capital Outlay for ESPO Patrol atfi; $37.50 per hour 7 K 2,090 X $35,17 Total cost to City of Tigard a $51A,792 Total Raimburarrmant Covt:s to City of Tigard from Washington County LSPD; $419,792 ht/46®4D TIGARD POLICE DEPARTMENT`S ENHANCED S'riERIFF PATROL DISTRICT COSTS i ACTUAL ALLOCATED COST ACTUAL MARGINAL L_COST 1 PERSONNEL SERVICES: PATROL DIVISION: 25,795 23.004 fi 612 4. 2.35 _ $ $1,354,,132/26.75 FTE = $50.622/FTE �alaru + Marii. + 0/- 7 x 7 Salary 181.825 S�Q 7 ESPD FTE x $50.622 $354.352 + Benefits f,245.355 74.560 Hrs. Parsonnal Services 7 ESPD FTE K 2.060 Hrs. Materials & SuPPlias x 16. 00 300 Ca i tel ZtR �" $2g6,b55 Direct Cosi: $354,352/14.560 Hrs. $24,34/Nr, 14 56C ST Direct Sarvice Cost $20.03/Nr. r. Subtotal Direct Service $2a.34/tir, # 109G t�pi puerhead + 10 ,,.5% Da ►t. Overhead 2. �fi Hr. SiaFatu aI Direct Cost: T $24,40/Hr, S,�btotall Direct Cost $2A'9t7/Nr' ,) 20% Citi O—Verhla�� mm # 1 `orrh�oadd�,3� °'� sew al Mar-jinal Coot $2,6,R�/Nr, Subtotal Allocation Coat:;; $32,15/Hr, C:SPt) R�►dioa Already $G,00O/14.`�60 Hrs, �, 41 �O°m.�,�.a 1'n 1l l�d_,li i r1 1, O FSPD RAdias fi00 Nrag 2f D13/Nr y_ --� + " f ata M. rKlinal Gast ; --T Total Allocated Gout', 10% Mise, $35,70/Nr, 10". Misc, $29,57/Nr. c' 14.a60 K $3x,70/Noor; _. MartjinAl Not Revenue To City WCb;0 $42 K 14,r�60 $611,' 90 A, $51fl.7A2. $ 91,720 sekvin( s t►� t;±iPl), WCu0 � $49 K 14,560 � $b96.R@0 $519,797 � $179.000 #plVirltJil to ESPD. M Uniforms, vast%, badgo#, 900, oil, maintoneknCo, . . Mit 2 patrol units and 6 radios. ku/4658D ,3: cc a4eA� MEMORANDUM CITY OF TIGARD. OREGON f TO; Honorable Mayor & City Council May May 6. 1988 FROM; Bob Jean, City Administrator �\ tt SUBJECT; Enhanced Sheriff's Patrol District, Proposal Per Council directives. staff has boon preparing a proposal to send to tho Sheriff for his consideration for enhanced Sheriff Patrol District sorvicos by the City, The proposal would cover the Mategor and Bull Mountain/Walnut areas outside the City but inside our Urban Services Area of Interest. Initially. we had been told by the County t:hrAt: they wanted to work out torms for a propotial this summer, with implon►antation for, January 1, 1909. Now, wo understand the County would like to movo factor a,nd implomont this summer, Chief L.0hr is working this wookend on tho draft of our, propooal to the County so Commissionor Rogers can have it by thair Tuesday, May 10. 1988 mating. Chief Lahr and 3, hs►ve roviowed our costo bA#od on the FY 1908 Budget usintj s► "Total Cost" approach. I also hiavo shown the "Marginal Cost:" calculations for, ,X Council information. cw/4640D L. E 1 T Y *DF T I iaARD ENH.—iNC'ED 'r-ERIr=F FATPCDL DiSThIC7 F1^G O r)L iw0 TS TOTAL TOTAL M7 F,)I NAL COST C.Qe T (__C+___�T ��r' ,car�r•��1, ��r�va.�.� . Oki 124` Z�1 F11,1115)� : i� i�; attl4,5DQ 4 i* 54. 1 k-r4C,% t '.�Jkit� HF:arYFt; F"ir;� Ttata,I F' ON . fi F'/4S) (;sA►a3 t � Outl2,v C ((a� �"/» oaf F•'1>,^��f°IJ;a� .,.....,�.,`..,�,..� m»a�. nm,.M,s, i�t�-�i. (',ti:}tt, l�. ;,r,i;,lrlr'� l..,, 6amT'��"Ty �!ar^or-t 1,N)it,rlcAi 1Qr'irt• fit +1 t�3 r' r; t; �rr �iy —m—'yit a ,. fi .. . Indi►°wat Cit:v Ovot'flw#(J w err.su 3v ft faw s!e H�t tw.ee es.w sat ftlatft&ffiffte 10% PPOF I T 42.:!,4 5 r. + * $1.354. 132 1 26.75 FTE / 2080 WR9 1 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF; May 9, 1988 DATE SUBMITTED: Mays, 1988 ISSUEIAGENDA TITLE: Business Tax PREVIOUS ACTION: ^None Code Revisions PREPARED BY: John Acker DEPT BEAD OK CITY ADMIN OK REQUESTED BY: POLICY ISSUE Should the City make changes to Chapter 5.04, Business Tax, of the Tigard Municipal Code, that would: 1) clarify existing procedure; J) increases fees; 3) change to one business tax schedule covering a calendar year; and 4) create a pro-rating schedule, INFORMATION SUMMARY The proposed changes to Chapter 5.04 are in part "t►ousehe ping" changes a.nd partly t,0 make the business tax oaaior to administer. For businosa tax purposes, businessas are divided into four groups with groups htavinq ronowtal dataa at April 1, ,July 1, October 1, or January 1, Maintaining 01030 s€hodules is both time consuming for City staff and confusing for businotsoa, This proposal would aliminate confusion and Stroamlina tax aaminiotration by creating one schedule th+xt coinr.idos with the ca,lendtar, yocir,, In ordor, for the single achudule to work properly, a achodulo for pro-rating fuss for' new businessos that taro issuod business tax mid9 yomr, must big a*doptad also, The proposed foo incroasa is the first incroaaa since Juno 1906, (A comparison of Tigard's tax to othor jurisdictions tax is ot.toArhod,) Other "houstakPoping" changes aro baing proposod +at this tin►tr 41110, to memo outlining the propoaod changes is attached.) 1, Approve all proposod modifications. 2, Approve only the now ca►lrndaar yoar #chodulr for businras te►x r@nrwals and the pro-rating schedule, 3. Charyja the proposal as desired. 4, Do nothing, FISCAL IMpnCj The fee increase represents $27,500 of the estimated $130,000 Business Tax revenue for FY 1909-89, Without the recommended increase, General rund contingencies would be reduced $27,500, All business tax renewal fees would be due in January of each calendar year. SUGGESTED ACTION Direct staff to prepare an ordinance modifying Chapter 5,04, Business Tax, of the Tigard Municipal Code as proposad for adoption May 16, 1988, to become effective July 1, 1988, ke/'3314D MEMORANDUM CITY OF TIGARD, OREGON TO; City council Members February 19, 1966 FROM; John Acker -:" SUBJECT; Proposed Changes to Title 5, Business L,icentes and Regulations The proposed changes to Title 5 are in part "housekeeping" changes and partly easier tadmi individual his memo will describe to make tachnngesbusiness and the r oason four than ct anga, lThe attachmQnt outline ► spocific changes to the 1TIC, e Delete references to small, medium and large businesses, Fees will be chartjod ba►sod on the number of umploayaaes, which is how small, medium and large are currently defined, 1'his will avoid c,,)nfusion a% to what constitutes a small, madium, or large business, • Clarify what conatitut:�,u a T'+amp4irary Dwuinoss and croato a temporary businass tax foe, A $10 temporary businaae tax will allow temporary busineusou to oporato at a roasonable3 cost, • Dcalute all l,%ngua►90 that rofurs to the "Finatne d and Services C Department," This language is chan,tod to it horse Sonoric "City" form that allows chan(jas to who within the City administers tho busineus tax without oxtensivo ro-^working of thea Code (IMC). • Increase annual business tax fees» As follows; No, Full-Time ea o4 d f_►ae� O-10 $ 58.00 $ 60.00 11-W $100,00 $120,00 51 or mora $200.00 $240.00 - The last; fete change was June 1986, es Change the business tax schedule so that: all busirbss tax renewals will be for a calendar year (3anuary 1 through Decee,ber 31). Renewals can than be processed once pear year rather than having four different schedulers that require quarterly processing. In addition, the yearly cycle will make ensuring conformance to business tax regulations aasiur, provide better and more up-to-date records for obtaining information on business activity in Tigard, and the year-end renewal may be more convenient for businesses. • create a pro-rating schedule so businesses locating in Tigard during the tax year will be fairly assessed only for the remainder of the year that a business tax is first issued. A pro--ratting schedule is necessary if the schedula is changed to a calendar year cycle. s Delete unclear, redundant or repetitive language and clarify existing procedures to make Title 5 more concise. t ht/3254D BUSINESS LICENSING FEES OR TAXES OF METRO AREA CITIES BY TYPE OF FEE OR TAX MARCH 1966 City Fee Structures E i REVENUE r Portland $25,00 first year then 2-2% of not income apportioned within City, zainimum fee of $25,00, i Wilsonville Income less than $12,000; $ $0,00 + $3,00 per employee Income more than $12,000; $100,00 + $3,00 per employee DUMBER OF EMPLOYEES Gresham $25,00 + 2-10 employees: $3.50 each 11-25 employees: $2,00 each 26-50 employees, $1.00 each 51+ employees: $ .50 each Beaverton $7.50 per employee, $30.00 minimum Oregon City Separate rattis for 1 through 51 employees: 1 a $24, 10 $66.40, 20 n $99.60. 30 n $116.40, 40 a $122,40, 50 $129.40, over 51 a $129.00 plus .30 for each additional employee, Non-resident i% 150X. Lake Oswego $22.50 plus $8.00 per employee, Non-resident; Flat $39,75, Milwaukie $20.00 + 1-2 employees: $3.00 each additional up to 50, 50-100 emplcyees: $2.00 each 100+ employees: $264.00 Non-resident: 150% of'resident fee, Wtst Linn 1-1 employees: $25.00 3-5 employees: $87.50 5+ employees: $50.00 Non-resident: 150% of resident Pee. AT RA Tualatin $30.00 Hillsboro Separate fees for 155 different types of businesses ranges from $5.00-$50.00 - most are $15. Foreat Grove $40.25 for 10 years (occupaincy.permit). }' ko/36d7D COMPARISON OF METRO AREA BUSINESS TAXES (In Dollars) Business A Rosiness Earployees 5 25 100 Gress Sales 350,000 1,500,000 5,000,000 Net Income 25,000 135,000 4001000 Portland 550 2,750 0.800 Wilsonville 115 175 400 Gresham 42,50 90 140 Beaverton 37,50 187,50 750 Oregon City 48 111160 143,70 L uko Oswego 37,50 97,50 322,50 Milw*ukia 29 09 744 Wta,at l.A nn 37,50 440 50 Tualatin 30 30 30 Hillsboro varies according to businesd type $5 $50 range Forevt (have ® 40,25 40,75 40,25 (good for 10 years) Average (excluding 47,13 103,03 262,53 Portland, Hillsboro, C F'ore%,t Grove) Tigard (now) !;n 100 200 Tigard (proposal) 60 120 240 ko/4651D 5.04.010 NO CHANGE 5.04.020 Purpose (Add on third paragraph) Businesses exempt from paying business tax include but are not limited to -- insurance sales, not-afore-profit businesses, nein—profit businesses, charitable organizations, and government. 5104.010 � Definitions (e) Delete Finance and 4,rvico4 Depa,rt:mant. . . (h) Aalata Large, , , (i) Delete Modium, , , (m) nalata Small, , , (n) Ra acs Fxistin� "Temporary business" means any businous that; meat;* the criteria outlined in Chaptar 10,140 of the community devolopment Godo and hou a valid temporary uau permit, 5,04,040 NO CHANGE 5.04.050 NO CHANGE: 5,04,055 RM-1-1 5.04,060 NO CHANGE: 5,04,070 NO CHANOC 5104.000 NO CHANCG 5104.090 NO CHANGE 5.04.100 NO CHANGE Y 5.DA,110 Replace Existin 5.04.110 Business tax receipts for nonprofit enterprises. The City shall issue Business Tax receipts, without the payment of any tax or other charges therefor, to any persons or organization for the conduct or operation of a nonprofit enterprise, either regularly or temporarily, when the City finds that the applicant operates without private profit, for a public, charitable, educational, literary, fraternal or religious purpose, (1) Application for a Business Tax Receipt, A non--profit applicant shall submit an ap elle--ation therefor to the City upon the prescribed forms, ,and shall furnish such additional information and make such affidavits as the: City shall require, (2) Exempted nonprofit Entyrpriseas Must Conform. A person or organization operating under non-profit exemption shall operate the non—profit enterprise i,9 rompliancea with the provisions of this chapter and all other applicable rul+us and regulations, (Ord, 63-27 S3(part). 1963; Ord, 02-73 S4(h). 1982), 5,04,120 Ronla►cco fxi t r► ,;,94,120 lasuancce ,. k►u�int�atax, (a) fiho City shaell collect all taxon and rhall issue receipts to ail pa►rvon qualified under then provisions of this chapter, and shall: M,ako rules, .Promulgate and onforce all reasonable -ulos and reagulations nocossary to the oporo►tion and onforcomont of this chapter. Such rules shall be a public record, (b) Business as which constitute a homo oc,c.upa►tIon as defined in Chapter 19,142 of the Tigard Community Devolopmont mode shall have a valid Home Occupation Pormit prior to the issuances of a, business tax receipt. All other business tax rocoipts shall be issued upon written application and reaceipt of the applicable tax by the City, (c) Duplicates Tax Receipt, A duplieat@ tax roeoipt shall be issued by the City to replaca ony rocolpt proviously issued which has boon lout, stolen, defaced or, dostroyod, without any willful conduct on the part of the business tax payor upon the filing by the business tax payer of a statement attotting to such a fact and paying the City a foe of ton dollars, 5 04,130 {1) Delete the last ward — "recorder" (2) Roplacu gxistiThe business tax application shall ba complcatoly filled out; Wore a tax cart:ificato is issued. 5.04,140 NO CHANGE C , i { 5.04.150 Replace Existing 1 Re-Issue of Tax Receipt A Business Tax Receipt may be re-issued if incorrect information is recorded on the certificate, (1) If the reissue is the result of incorrect information due to an error by the city or a city employee, there will be no fee, (2) If the re -issue is the result of incorrect information due to an error by the applicant or an agent of the applicant, a ro- isaue fop, same as initial iaatda fee, will be required, (3) If a1 business tax receipt holder reior,atas during the c.alondar year. City files will be updated but a< new receipt will not be issued until the next renewal receipt is issued, 5.04,160 Ra ace Exist.inc 5,04,100 Fes act►✓„ ole, (a) The taxes required in this chapLor *hall be paid in the Amount sppcifiod below prior to the issuance F of a rocolpt. 't f NUMBER OF FULL,.-TIME ADMINI:S1 RATION TOTAL.. ANNUAL EQUIVALENT EMPLOYEES AND ENFORCEMENT TAX BUSINESS TAX i 0-10 $25.00 $35.00 $60.00 11-50 $25,00 $95.00 $120.00 51 or more $25.00 $215.00 $240.00 1 i A Business Tax Receipt will be valid from the data of � payment through December, 31 of thait year, 6 (b) The initial paymont; of an annual business tax can be made at any timo. Thoreaftar the annual tax shall bra duo in full January 1. Tho annual foo will bo pro-ratod *ccorAing to the following schedulo t _2-10 L50 51 or morg - number of full-timo equivalent Qmployoas $5.00 $10.00 $20.00 - for the initial month when issued on or before the lath of the month $2.50 $5.00 .,10.00 - for the initi:1 month when � issued after the 15th of the month f r $5.00 $10.00 $20.00 - for each month after the Initial month until the next annual billing cycle begins < (January 1) f sills 11M (c) If an application has been processed, there will be no business tax refunds for these businesses who cease operation or who move out of Tigard during the tax year. 5.04,170 Delete Existin (Duplicate of 5,04.140) 5,04,173 Add NEW Tem orary business A temporary business as defined in Section 5.04,030(n), must comply with all regulations in this chapter. The business tax fee for a temporary business shall be $10,00, A business tax receipt for a temporary business shall be valid until the initial Temporary Use Permit expires, Any extension or renewal of a Temporary Use Permit shall require a new business tax receipt, 5104,180 NO CHANCC 5,04,190 NO C14ANGE 00 Ro acca Exx Lqnj E Rat: r v tw a►rid d�u to �►t�;, Adjustment* in the administration and enforcement portion of this chapter may be maadaa by the Council following d cost onaalysis to occur, annually during the budget cycle and in conformance with Chapter 3.32 c;f the TMC, ht/3119D Title 5 BUSINESS LICENSES AND REGULATIONS* Chapters,. 5.84 Bueinass Taxes 5.10 Detectives and Merchant 'Pollee 5,12 Cable Communications 5,16 Sound-Trucks 5.20 AeElication fear Liauor License Chapter 5,04 QUSI'NESS TAXr$** 95 On 5,04.010 Short title. 5,04.020 Purpose, 5,04,030 Definitions, 5,04,040 Prohibitrad business oparation, 5.04.050 Dna act constitutes doing business. 5.04,055 Business tax for tamporaary uses. 5,04.060 Agents responsible for obtaining a business tax receipt. 5,04.070 Separate tax for branch establishments. 5.04.080 Rental real property. 5.04.090 Joint tax. 5.04.100 No tax required for mare livery. 5,04.110 Sptrcial certificates for nonprofit enterprises. 5,04.120 Finance and services department, 5.04.130 Procedure for obtaining and displaying a receipt. 5.04,140 Display, 5.04.150 Duplicate tax receipt, 5.04,160 Fee schedule, 5,04,170 Duties of business taxpayer, 5.04.100 Enforcement, 5,04,190 Panalti43. 14 5,04,200 Rate review and adjustment, e For sign permit provisions, so* Ch, 56,12 of this code. +�* For statutory provisions allowing cities to take all action noces*ary or convoniont for the governing of its local affairs, see ORS 221,410. 5.04.010-5.04.030 5.04.010 Short title, The provisions of this chapter shalt be known and may be cited as the "Business Tax Ordinance of the City of Tigard." 5.04.020 PureRse. The purpose of this chapter is to provide revenue for general municipal purposes and to rdcoup the necessary expenses required to undertake the activities of the city in the administration and enforcement of this chapter, These fees shall be in addition to, and not in lieu of, any license permit fee, charge or tax roquired under any ordinance of the City, It is not Intended by this chapter to repeal, abrogate or annul or in any way impair or interfere with the existing provisions of other laws or ordinances, except those specifically repealed by the ordinance codified in this chapter. Whore this chapter imposes a greater restriction on persons, promises or, personal property than is imposed or required by such existing provisions of law, ordinance, contract or deed, the provisions of this chapter shall control. This chapter shall not be construatj to constitute a regulation of any business activity or as a► permit of the city to persons engaged therein to undertake unlawful, illegal or prohibited acts. Nothing in this chapter shall be comstrued to apply to any person transacting or carrying on any business within the city of Tigard which is exempt front taxation by the city by virtue of the Constitution of the United States or the constitution of the state of Oregon or applicable statutes of the United States or the state of Oregon. s: 5.04.030__Definitions.. For the purpose of this chapter, the following s teslas, phrases, words and their derivations shall have the meaning given herein, When not inconsistent with the context. words in the present tense - include the future, words in the plural number include the singular number. and words in the singular number include the plural number, The word "shall" is always mandatory and not merely directory. (a) "Business`" means all kinds of vocations, occupations. professions. enterprises, establishments, and all kinds of activities and matters, together with all devices, machines, vehicles and appurtenances used therein, any of which are conducted for private profit, or benefit, either directly or indirectly, on any premises in the city, (b) A person "engages in business" within the meaning of this chapter when soliciting orders for future delivery, selling or offering for sale any goods, merchandise or service, performing any service for profit, delivering any goods or merchandise within the city, personally advertising by individual contract with residents of the city any goods, merchandise or sorvice to be sold or performed within or without the city, Such Activity shall also Include engaging in on enterprise, establishment, store, shop. ,activity, profession or undertaking of any nature conducted, either directly or indirectly, for private profit or benefit. (c) "The city„ moans the city of Tigard, Oregon. (d) ,city council" means the city council of the city of Tigard, Oregon. s. F"04.030-5-04-050 Q (e� "Finance and service departments' means the department or departments the city of Tigaa^d including the finance director and the city recorder of nsibility, with the finance director or designee having primary respa "Full-time equivalent employee" means the total number of flours Mand divided by two worked by all employees working within the city of Tig thousand eighty hours equals the number of full-time equivalent employees � working within thea city of Tigard' ,Itinerant business" means all persons* firms or corporations, (g� ants, +engagi� in the including merchan tiddlers, hawkers and a9 ts, solicitors, p � ll or solicit for sale products or services, when business intiss in the city to se not maintain a permantint place Of such persons., firms or corporations do business within the city or who aro not engaging in "temporary business as dofintid below. tames,•+ means ac business that has fifty-one or more full-time (h) equivalent employees working within the city of Tigard. {i) "Medium" means a business that has elevon to fifty full-time equivalent omplopas working within the city of Tigard •,person" means .and includes individual na,tura: Par$on$, partnerships, , Mtrusts or point ventures, societies, associations, clubs, trustaosi corporations; or any officers, agents, employees, factors of a<ny kind or personal roprasentatives thereof, in any capacity, aithor on tIlst parson's own behalf, or for any other person, under either personal appoint,mant or pursuant to 1a►w. {k, "Pcarr�arlent business" means professions, trades, occupations, shops and all and every kind of telling carried on for profit &nd livelihood at ac fixed car permanently established place of business maintained within the city. ff i) "Premises" meant and includes all lands, structures, places and also ' buaine3?, the equipment and appurtenances connected or used therewith in any and also any personal property which is affixed to or is otherwise used in connection with any such business conducted on such premises, {m) "Sma11" swears a business that has sero to ten full—time eq uip°alent employees working within the city of Tigard' (n) "Temporary business" means all professions, trades, occupatiUns, shops, or stands, itinerant merchants, solicitors, or auctioneers engaging in business within the city for e. period of ten continuous days or less under contract or agreement with a parson, fitm or corporation operating a permanent business within the city, when the owner or oparator thereof maintains a permanent and principal place of business outside the city, c ni 040 Prohibited meaa ooer�, it shall be unlawful for any parsons, 9ithor directly or indirectly, to cnia9@d in any business without having first paid the business t4K provided by this chapter, 4�050 Ono act nes#, rar the purpose of this _conafiit' t�in5t.�+u_4�� ..,_�---- -arsons shall be doomed to be oniaging in business or angaa<ging in chapter, any P nonprofit onterprisa, and thus subject to the r@quir@m$nts of Section 5,04,040, whom undertaking one of the folluwinq acts. (1) Bolling any goods or service; (2) Soliciting business or offering goods or servicts for sale or hire; (') Acquiring or using any vehicle or any premia@s in the city for businats purposas. ;i 5.04.055--5.04.110 5.04.055 Business tax for temporary uses. (a) For purposes of this chapter, a temporary use shall be defined as a use which is operated by a nonprofit entity, permitted in the zone in which it is located and has a valid temporary use permit, (1) The tax required under this section shall be paid upon submittal of the temporary use application. (b) The amount of the tax shall be fifty dollars for every seven consecutive calendar days or portion thereof during which the business or businesses operate in conjunction with a valid temporary use permit, (c) In addition to payment of the required tax a list of all businesses conducted in conjunction with the event %hall be submitted to the planning staff seven days prior to the starting date of the #vent. Only those businesses named on the approved list submitted as required in this subsection C will be Allowed to operate. 'S,A4.A60 AgO,n � ra ns ble forcibain n;�, a� hutinasraca� at. The agents or other representatives doing business in the city shall ba personally rosponi,ible for the eomplianev of their principals and of the buiinessas they represent with the provisions of this chapter. 5,04,070 SpXarato tax for branch astiablisbm,pnt,r. A tax shall be paid in the manner proscribed in this chapter for each branch establishment or location of the business engaged in, as if reach such branch establishment or location were a separato business; provided, that wairohoutes and distributing plants used in connection with and incidental to a business taxed under i ho provisicns of this chapter shall not be doomed to be sa-parate places of business or branch establishments. :separately franchised operations shall be 1 deemed separate businesses even if operated under the same name, 5.04.080 mental real property. Each rental real property shall be deemed a branch establishment or separate place of business for the purposes of this chapter when there is a representative of the owner or the owner's agents on the premises who is authorized to transact business for each owner or owner's agent, or there is a regular employee of the owner or of the owner's agent working on the premises, 5,04.090 Joint tax, A person engaged in two or more businesses at the- same hesame location shall not be required to pay separate taxes for conducting each such business; but, when eligible, shall be issued one receipt which shall specify on its face all such businesse-, S.O .No taxrao► rod for more dg iverv, No tax shall be required for any person for any more delivery in the city of Any property purchased or acquired in good faith from such person at the regular place of business outside the city, t1e +,n �raciaal certificat@s for ngnoro#it ntare►rises, The finance and services drpartmont shall ;ssue exemption certificates, without the payment of any tax or other ,charges therefor, to any persons or organization for the conduct or operation of a nonprofit antorprise, either regularly or temporarily, whom the finance and services dopa►rtmont finds that the applicant oporstad without private profit, for a public, charitable, educational, literary, fraternal or religious purpose, (1) Application for an Exemption Certificate, An applicant for a special certificate shall submit an application therefor to the finance and services department upon forms prescribed by that officer, and shall furnish such additional information and slake such affidavits as the finance and a services department shall require. i (2) Exempted Nonprofit Enterprises Must Conform. A person or organization operating under an euemption certificate shall operate the e nonprofit enterprise in compliance with the provisions of this chapter and all other applicable rales and regulations, �LL 5.04.210-5.04.150 t` 5 04 X20 Finance and services department, (a) Issuing of tax receipts. The finance and services department shall collect all taxes and shall issue receipts in the name of the city to all persons qualified under the provisions of this chapter, and shall; Make rules, Promulgate and enforce all reasonable rules and regulations necessary to the operation and enforcement of this chapter, Such rules shall be on file with the finance and services department and shall be a public record, (b) All businoss tax receipts shall be issued upon written application and rerceipt of the applicable tax by the finance and services department. , (c) Duplicate Tax Receipt, A duplicate tax receipt shall be issued by the finance and services department to replace any receipt previously issued, or which has been lost, stolen, defaced or destroyed, without any wilful conduct on the part of the business tax payer upon the filing by the business tax payer of can affidavit attesting to such a fact and paying the finance and services departmont a Pew of tan dollars. X04 X10 Procedure for eabtainin�► and di3a+lay g�-4 recaiot, (1) All business tar rocaipts shall be issued upon written application and receipt of the applicable tax by the city recorder. (2) The business tax information shook shall contain the following information. (a) The business name, addross and phone number; (b) The name, address -and phone number of the billing agent; (c) A complete doser.ption of the business activity to be carried out within the city; (d) The contact's name and title; \ (a) Daate,of the information sheet; 'r a (f) The amount tendered with the inforwation sheet; (g) The number of full—time equivalent employees working within the city of Tigard; and (h) The certification of the owner that the stated number of full—time equivalent employees working within the city of Tigard is true and accurate to the bast of their knowledge, 5.04.140 Dizolay, Upon payment of the business tax, a person shall be issued a receipt by the city, which receipt shall be kept posted in a conspicuous place on the business premises at all times. If there is no physical structure on which to display the receipt, the receipt shall be in the possession of the representative of the business present within the city at all timos during which business is being transacted. , , !24.150 pualica a loxre o_c4�AtI A duplicate tax receipt shall be issued by the city recorder to replace any receipt previously issued, or which has bean lost, stolen, defaced or destroyed, without any willful conduct on the ! part of the business taxpayer upon the filing by the business taxpayer of an affidavit attesting to such a fact and paying the city recorder a fee of ten dollars, 5_04.160--5.04.200 5.04.160 Fee schedule. (a) The taxes required in this chapter shall be paid in the amount specified below prior to the issuance of a receipt. Administration Total Tyge of Tax and Enforcement Tai; Business Tax Small business $15,00 $ 35100 $ 50,00 Modium business $15.00 $ 85.00 $100,00 Large business $15,00 5185100 $200,00 For purposes of this subsection, the word "year" commences on the first day of the quarter in which the taK receipt is obtained, (b) The initial paymant of an annual business tax may be made at any time. Thereafter the annual tax shall be paid before the expiration of the quarter in which the initial tax was paid, 1 o ta�rt+�r+xr 2nd Cwntlar I'd QY#rW 4th Quorter ?uly lm- Oct 1— Jan, l— April l— Juno 20 Sept 80 Dac. At March It 5,24, 174 Duties of business ts"Aygr Every taxpayer under this chapter' shall: (1) Post: and maintain a business tax receipt upon the taxed promises in a place where it may be sewn at all times; (2) Carry such tax receipt on his or her person when there is no business r premises. t '3 5.04.180 Enforcement. The city is authorized to conduct inspections to t insure the administration and enforcement of this chapter. The code enforcement officer(s) shall be responsible for the enforcement of this chanter. 5.04.190 Penalties. (a) Violation of this chapter shall constitute a Class 2 civil infraction which shall be processed according to the procedures established in Chapter 1.16 of this code. Civil Infractions, (b) Each violation of a separate provision of this chapter shall constitute a separate infra€tion, and each day that a violation of this chapter is committed or permitted to continue shall constitute a separate infraction, (c) A finding that a person ha►s committed a civil infraction in violation of this chapter shall not act to relieve the person from payment of any unpaid business tax, including delinquent charges, for which the person is liable, The penalties imposed by this section are in addition to and not in lieu of any remedies available to the city, (d) Payment of the business tax after the complaint and summons is served is not a defense. (e) If a provision of this chapter, is violated by a firm or corporation, the officer or officers. or person or parsons responsible for the violation shall ba subject to the penalties imposed by this chapter. 5,04,200 Rote ra.vipw and adiustmant, Adjustments in the administration and anforcemant portion of this chapter shall be based upon the provisions of Ordinance No. e2-72 adjusted by the council following a cost analysis to occur annually during the budget cycle. ht/3584P 3. CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9, 1989 DATE SUBMITTED: May 2, 1988 ISSUE/AGENDA TITLE: Keys to the PREVIOUS ACTION: None City ----- PREPARED BY: Marcha K. Aunt DENT HEAD O CTl'Y ADMIN OK REQUESTED BY: Marchaa K. Hunt POLICY ISSUE Spacial recognition for Buy Scout Troop .#592 for izs positive response to City's request for assistance. INFORMATION SUMMARY Harry & David Saar Crook Corporation has donated 100 3ack*on & Perkins ruse bushes to the City of Tigard, It wacsn't possible for the Parks Crow to plant thaana all in a timely mannan, so a special request was made of s,averal Foy Scout, Cub Scout ,end Girl Scout Troops, Since these Scouts have responded on such short notice, Mayor DriAn wishos to give special recognition to thom for Chair participation in the planting of those bushes, This Boy Scout 'troop was unable to be present for Oho ogrlior pr000ntotion on 4/11/89, :;.nmo•...m� None rzg3 L__.�.MpA��T None, CUGGE o ACIXON Suggest approvti of spocisal rocognition to volunteers in tho form of Kays to tho City. mh4549D 3, B CITY OF TIGARD, OREGON COUNC'.L AGENDA ITEM SUMMARY AGENDA OF: May 9, 1988 DATE SUBMITTED: May 2S 1988 ISSUE./AGENDA TITLE: Resolution— PREVIOUS ACTION: None Volunteer Rose Garden PREPARED BY: Marcha K. Hunt DEPT HEAD 09 CITY ADMIN OIC REQUESTED BY; Honorable Mayor Brian POLICY ISSUE Dedication of rose garden to City's volunteers. INFORMATION SUMMARY �. The Mayor, on behalf of the City Council and citi,tans of Tigard. wisher, to honor the City's voluntoors for their special contributions to the City, A rose garden, planted solely by Boy Scout, Cub Scout and Girl Scout volunteers, has been aot4blished on the hillside outside the Police Dopartmont, Nona, None. ucG 1.7'ED .ACTION Suggest approval of attached Resolution designating the P-bove rose garrden as the City's "Volunteer Rase Gardew'. mh4549D .s x CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: Mav 9, 1988 � DATE SUBMITTED; May = 1988 _ ISSUEIAGENDA TITLE: Community Survey PREVIOUS ACTION; PREPARED By-, Jill Manley DEPT HEAD OK III CITY ADMIN OR REQUESTED BY: POLICY ISSUE. What are the attitudes of Tigard citizens about the City, it's activities and proposals? INFORMATION SUMMARY In 1965♦ the City hires Pulse Research to conduct a citizen survey in ardor to maasure +ai,titudes regarding services and plans, In order to trend arid update that information, Pulse Research was at rotainod in 1900 to conduct a similar survey. That survey is now complote, Attached is a summary. In addition, we have roceivod from Pulse a lot of cross-referencing diata which matches one survey question with another, This information will he invaluablc as wo adjust our• services and plans to best moot the proforoncos of our citizona, ALTCNATVS CpR None None Roeoive and fiil+s tho 1966 Community Survey, ht/4536D t mAA'ec'�azw.y.'3,:Te^s w.�:A+QA:AAA+.ow:;+�.w.ATii.AA.T+Z.�Aam es nRA:.'tii:. �.Tnxs+ua�;.sAwiiw.A�'e e. Pulao Rewarch CITY OF TIGARA COMMUNITY SURVEY tTaBi3i�a.'�.ilA�ili9ia�.a.�e'iA.Ze �.ASi87�iS3�iAiiAAalAmA�d e'2.s7Ai"+,TnB w:+$AawA#iAdsSt-li sBiit�e�.isAs�76�1A April Of 1988 Prepared byt StyVa Wllowat2 PULSE RESEARCH P.C. Box 10011 P.ortlandr OR 97210 W31-227-4660 may' 1 ' -._..,---------- INTROALiCTION � ) --------- —------------------------------------------__.._-_- The council and administrators of the laity of Tigard, Oregon commissioned Pulse Research, an independent market research firm in Portland, Oregon to conduct a community survey to provide elected officials and administrative managers with public opinion on city funding and policy matters. The public opinion identified by this research provides input for setting policy and making administrative decisions for the City of Tigard. Pulse Research is an independent, impartial market research firm. -----------------------.----—----------— Puller Research -------------....__........-.�.._.-..M.- 2 T RESEARCIi DESIGN: —_ ------------------------------- UNIVERSE -----_______________ -----_UNIVERSE DEFINITION: All residents of the City of Tigard, Oregon. 15,2O0 households, SAMPLE: Surveys were mailed to all residences in the defined universe in the first week in March, 1980. QUESTIONNAIRE DESIGN: e9 Questions (97 data points). 11 x 17 single page; printed as part of the monthly newsletter; postage paid envelope included. SAMPLE TABULATIONt Respondents Had until March 10, 1980 to return the survey. Over 500 Surveys were returned to Pulse Research. 400 surveys were randomly selected on an "nth" basis in the order that they were returned. DATA ANALYSTSt All coding, data entry and computer processing was done by Pulse Research at its office in Portland, Oregon. 3 -___._.-......---------------------------------------------------- Pulse Research ......_-.. ---------------- ---------------- y 3 Research Highlights 1 CITY OF TIGARD, OREGON COMMUNITY SURVEY __,..._----_._..._. _ _— —,,._.-----_-----_.._-- A. DEMOWAPHICS OF RESPONDENTS: 1. GENDER OF RESPONDENTS: MARCH !6B OST;, Female x 53% Male 47% 47% AGE OF RESPONDENTS: U,)der 25 a% 4% 25 - 34 25% 27% 35 _ 44 tt% 26% 45 - 54 12% lay% 55 - 65 14% 10% over 65 18% 16% 2. LENGTH OF TIME DIVED IN TIGARD AREAL Under 2 years 20% 20% 2 - 5 years 32% 24% 6 - 10 years 22% 26% Over 10 years 25% 29% 4. HOW OFTEN VOTEt Every election 46% 44% Most elections 42% 43% Some elections 9% 9% Never vote 1% 2% S. ARCA LIVE INt NPO M1 6 02 10% NPO M2 12Y. NPO 04 4% NPO 45 S% NPO 06 24% NPO #7 21% NPO #BlMet2gaar CPO 127. NPO 04 Buil Mountain 2% i n �_�.r....�. Pulse Research 4 HIGHLIGHTS, CONTD.; l -------------------------------------------------------------------- B. GENERAL SATISFACTION: 1. SATISFACTION WITH CITY-RELATED FACTORS (ON A SCALE OF 1 TO 5); a. Cite Hall Staff; #1.s.Friendlinesss..49ss.ssss..4..3.77 #_...Promptness at counters.ss.s...3.64 #3...Ability to assist you.ssss.,ss3s60 b. Official's effectiveness: #1...Staff g,enerallys.s.s...s.....,3s47 #2..,,City Council...,.....,.s,.ss..3.+b #3...City Administratorssssssssssss3s24 c. City iGovernmentt #1...Servicas in generals..►..s.s.s3s4l 4l2...Handling anr�exations.s.s..".0%3.12 03...Management of growths.ss.s....3.04 2. 66L HELPFUL 1N PROVIDING INFORMATION? MW 39 904 you 8No 7% O12% Don't read it 4% +4% Don't receive 3% --- 3. STATEMENT WHICH MOST ACCURATELY DEFINES YOUR IMPRESSION OF THE CITY OF TIOARDt a. Friendly, pleasant, safe community where you would want to bring up your childron9..s.36% bo Congested city, with no control of its " development. .................................21% c. Small town with many big city problems, going in the wrong direction..s.s..................ID"/. d. Unitpecifiled, +other............................i1% Q. Nicm-looking city to be proud of..00689660.9.6 8% #*7% no response. 4. ADEQUATE STORM DRAINAGE IN NEISHBOPHOODt ►19t?0 IN QQIL you 69% 49% No, most of the time 12% --- Yes, most of the time --- 30% No, frequent problems 5% 5% No, severe problems 6% 5% Don't know 6"/. 7% w 5 HIGHLIGHTS, CONTD..- ---—-—----------------------——------—------ t:. POLICE OUESTIONS.t 1. FEEL SAFE FROM CRIME,. a. 71% indicated that they do feel safe from crime 45 a citizen of Tigard. Yes, 5omewhat.aa.s••+..57% Yes, viery..............14% b. 27% indicated that they de not feel safe from crime as a citizen of 'Tigard. Not Yary..a......+.....21X Not at ail,,,,,,,,,,,,, 6% NOTEt 31% of females do not feel safe from crime. 20% of males do not feel safe from crim:. a33% of residents in NFIO its/Metzger CPO do not feel safa from crime, 2, POLICE SERVICES LEAST SATISFIED WITH: A. 01...Traffic control, crime prevention..........39% b, il3.,.Neighborhood pmtrol.,...,..i.,,••,,••••••,•, fAyi c. #3,..Public nuisance (noise control),..,,.s....*21% d, #4,,.Narcotic enforcement program..............*17% a. #5...purglary invastig@ti ons....................17% **ail others under 13%. 3. POLICE SERVICES MOST SATISFIED WITH% a. 01,.,Response ti ma...............................�2 b. #2..,Naighborhood crime watch....................29% c. MJ..,Neighborhood patrol.........................24% d. 04...School Resource Officer Frogram............s2.3'% , e. MS...Ceime Prevention Programs..,....s...........19/. #*all others under IG%. 4. APPROVE OF RECENT INCREASED TRAFFIC ENFORCEMENT TO LOWER CRIME AND ACCIDENTSt a. 73% of the re=spondents do approve of recent increased traffic enforcement. Yes, definitely...... ..,..52`/. Yes, probably.............21% b. 14% weren't sure (indicated "maybe"). c. Sx do not approve of recent increased traffic enforcement. **B% no response. —---------_...-----------------—--------— Pulse Research ...:> -....- .r.-------------.._...-.........�._...---------------------.. ----- -40 6 r ' - 9 _ --------_ 1 HIGHLIGHTS* CONTD. D. LIBRARY @UESTIM4St 1. PRIMARY REASONS FOR NOT USING THE LIBRARY AS OFTEN AS YOU WOULD LACE: a. 41...Doesn't have the books/Periodicals Ineed.....,.......................... 1X b. #2...Library isn#t open late enough.......4.18% , C. d. #4...Library is too far from where I live... 13% **all other responses 610"' or less. **#36% indicatad they don't need library services } any snare often. 2. INCREASED HOURS THAT WOULD SERVE NEEDS BETTERt a. 341E indicated being open later would serve their • needs better. b. 11% indicated being open earlier would serve their needs better. 3. DAYS IN WHICH INCREASING HOURS WOULD SERVE NEEDS DETTERt l a. Monday Thursday........,33% b. Friday..................:.to% c. 6sturday...,teas.......... 20% d. Sundaaya.aaaaa...a..a...... 16% 4. SUPPORT FOR REPLACIN3 COUNTY FUNDS WITH A CITY LEVYt a. 44% would support replacing county funds with a city levy at the same or lower rate, if the next county levy faiil%. Yes3, probably..aa,tett. .aa25% You, definitely...........19% ba 28% might ("moybo") support replacing county funds. c. 20% would not support replacing county funds. S. DO YOU OR MEMDEP.•8 OF YOUR FAMILY USE THE TIGARD PUBLIC LIBRARYt t6390 =ug NIX M Yost weakly 13% 10% Yea, monthly 23% 12% Yes, every other month 8% 10% Yes, couple times/year 28% 28% Do not use library 26`/. 37% —-----.. _..- ---------- ------------ Pulse Research 7 HIGHLIGHTS, CONTD.: -- 1 ---- ------------------------------------ E. DOWNTOWN CITY CENTER QUESTIONS: i. BUSINESS RESPONDENTS WOULD PATRONIZE, IF LOCATED IN DOWNTOWN TISARD% a. #X...Fine dining restaurant................58% b. #",...Gourmet bakery..... .......... ......... x 4. #3...Discount depto store.......,.......,,.3Ra d. #4...Recreation facilities........ ......v.,�Jw�y. e. #5...Movie theater amplez........ .........3GY, t. #6...Specialty g. #I7...Gift ri�l4lp...,s.f.........,..vr........sayi **all ethers under ,4X. 3. FAVOR EFFORT AIMED AT THE REVITALIZATION AND ECONOMIC STRENGTHENING OF DOWNTOWN TIGARO: b. Possibly................ ....�3x Co No.,,....................... 8X d. Don't know.................. 6% ##6% no r@5p+%nt,e. -----------------------------------------------_-.._..__------_------ Pulse Research 'l. ...._.. --------------------—-----------------— k 8 HIGHLIGHTS, CONTD.: F. PARKS AND RECREAT?GN QUESTIONS1 1. SHOULD CITY BUY LAND TO SET ASIDE FOR CREATINE ADDITIONAL FUTURE PARKS; a q�hy be Nas....i.i.r..r....24% **S% no response. , 2. NOTICED IMPROVEMENTS IN TIGARD CITY PARES; a. Landscapingt Cook .............19 Summerlaka Park....... 6% Jack Park............. 1% Woodard Park......, .. 2% Englewood Park....... .. 2% Greenway Park..,...... 1% b. Cleanliness/maintenance: CookPark.............26% Summarlaka Park....... 4% Jack Fark...........,. 4ti Woodard Park..,.......'3x Englewood Pork.i...... 4% Greenway Park....... .. 4% 3. SUPPORT A FIVE YEAR TAX LEVY TO FUND IMPROVEMENTS AND rjjRCHASE OF LAND FOR FUTURE CITY PARKS i a. 49% of the respondents would support a five year tax levy at 13 cents/$1000 of assessed value to fund some improvements and the purchase Of land for future city parks. Yasp probably......:.....28% Yet, definitely..........21`ti b. 26% might ("maybe") support a levy. c. 23% would not support a levy. **4% no response. r d. FAVORED RECREATION PROGRAM OPTIONS FOR TIGARD: a. 01.. .A limited recreation program (15 cents/$1000)......................20% --- (30 cental$1000).....................--- 41): b. C1...A full city recreation program (75 cents/$1000)......................271. 17% c. 03...No city tax supported recreation programs...................soft.....,17y. 13% d. 1l4...Faciiitate volunteer programs only....12% 14X **It% don't know. 6% no response. 9 HIGHLIGHTS, CONTD.: - ---_..,.----------_....----------------------------—----------_...---- 5. RECREATIONAL ACTIVITIES THE COMMUNITY SHOULD OFFER MORE DF OR ADD TO IN RECREATION PROGRAMS; a. 41—Swimming lessons.%.............38y: b. #2...Softball IE'a!�Ltk'S...,,......•.w..�''.69. c. #3...Little league baseball.........24% d. #4...Soccer Ieagues.................19'/► •l e. #5,..Tenni les5lns.,.e,.,...•++•+•+1 f. #6...Unspecifiedt g. #7..,Basketball *all other5 under 11% response. 6. TRANSPORTATION OUESTION5t 1. MOST IMPORTANT STREET FUNDING AREAS% MARCH '98 QST, +25 Strut %weeping MR (63 33% (a) Pothole patching 75% (1) New pathways 15% (7) ��- Dike path% --- 4�IX (5) New traffic signal% 21% (5) 28% 0) Intersection improvement 41% :2) 57% (3) Street signs 0% (9) 36% (6) Neighborhood street lights 36% (4) 55% (4) Arterial %tract lights 10% (8) 34% (7) Asphalt Overlays 399. (3) 59% (2) Other 3% (10) 5% (10) Notet In the 3/89 surveys respondents were asked to check 3 only, and 5 only in the 10/85 survey. rankings are in p*rcntha%®s after the % response. 2. STREET WHICH SHOULD HAVE THE HIGHEST PRIOPITYt A. Durham Road...............40% b. Greenburg Roud............47% c. Hall ©lvd.. ...............50% d. Pacific Highway...........34% a. Walnut..... ......... ......�6'/. f. Dther.... .................1T/. 3. AREAS FOR STREET IMPROVEMENTt WIDENING SURFACE INTERSECTION a.. Durham Road.............31% 11% 9% b, Greanbur°g Road..........32% 129. 18% c. Hail Blvd.. .............39% 13% 17% d. Pacific Highway.........15% 13% 15% e. Walnut..................ily, 14% 7% < ? 10 HIGHLIGHTS, CONTD.: 1 ------ ------------------------_----------- -----_..---- 4. SUPPORT FOR A 10 YEAR ROAD ISD OR LEVY. a. 32 of the respondents indicated that they Would support a 10 year road bond or levy of 85 cents/x1000 of assessed value to be used for improving specific major city streets. Yes, probably...,4.....22% Yes, definitely......,.10% b. 36% might ("maybe") support a 10 year road bond or levy. c. 28% would not support a 10 year road bond or levy. "4% no responsa. NOTE: Of those who vote in every election: . , Yes, definitely......13% Yes6, probAb1y9.ssi99%20% No*...toteto-too*test.30y. **4% no re%ponce. i Pulse Research ------tett--------- _...-----.,...------------- w - 11 ------------ -------------------------------------- WORKING DEFINITION OF MEAN AND MEDIAN: —-----—------- --------------_____----_-______________________ MEAN T74h;-mea,i average is derived ty totaling all of the ratings (whole numbers) and dividing the cum by the quantity of ratings totaled. MEDIAN The median average is derived vy arranging all of the ratings Whole numbers) in orde► from highest numbers to lowest numbers. The rating in the exact middle is the median. Example% Ratings are 5#2t 3v3tlt'204,1,1�293- Mean 27 sum of ratings) divided by 11 (quantity of ratings) a x.45 Median .'. t5#4p3r3r3rs►'2#2#1v1�1) NOTEx For purposes of analyzing "1 to 5" rating question5j the mean is the recommended average to use. Comparing means is very significant as they show the emphasis on ratings above or below the median. Pulse Research ..... ...----------------- -_.,.---...------------- i2 CITY OF T!Qt%RD PLiLLC rESErR;— ' 20, what is your preference relating to city parks? +�;-_ ��uen4y s:a CITY PARS: T'REFERLNIi E Numfier Pargent ent c4wlulative MORE MEDIUM-SIZED NE16HBURHUOU PARK$ B A FEW LAReE PARKS 125 31,3 73. No PREFERENCE 54 13.5 ': 87.0 % ' MANY SMALL LOCAL PARKS 26 6.5 % 93.5 % NO REPONSE '"F) ()'5 % 100.0 % ------ -:soss- ------- Total 400 100.0 n :UU.D % Missing ca5au 4 Response perront A 100.0 % Dar Graph of CITY PARK PREFERENCE Percant of Total Value Labals 0 10 20 3j0 40 b0 60 70 80 90 100 MED-SIZE PARKS (165) LARGE PARKS (125) NO PREF * +►wM w (54) .SMALL PARKS (26) NO RESP wwM+a (25) 1 w 26 w /-6 CITY OF TIGARD, OREGON MEMORANDUM { TO: Honorable Mayor and City Council May 2, 198$ FROM: Bob Jean, City AdministratorI ► SUBJECT: COUNCIL, CALENDAR, FY 1987-88 Attached is an updated tentative calendar for this fiscal year, Official Council meetings are marked with an asterisk ('(), I'vQ put question marks (7) along side those still needing Council OK, If generally OK, we ea►n proceed and make specific adjustments in the Monthly Council Calendars. May Be V2, Mean Council Study Agenda (6:00) (Tranaportattion Comm,) 4, wad Board & Committee Chairs Meeting 7, Sat Mother's Day Classic (ligaerd Marathon) Q, Sun Mother's Day 09, Mon Council Business Agenda (6:30/7;30) 18, rri Tigard Chamber of Commorc,ea Firat Niter (6:30 pm, Chaerl it►'s at Nyberg inn) 016, Mon Council Study Agenda (6:30) 17, Tueaa Primary Eloctiear► 16, Wad MACC Mooting (1:30) — Boavorton Library SSI, Thurs Community Deavelopmont Black Grant Planning Advisory DoArd (7:30) — Location TRA 23, Mon Annual Spring Festival Dinner — Hi Hat (6:30 pm) 25, Wad German Girl's Volleyball ToAm Opun House (2:00 pill) (Town Hatll) 30, Mon Memoriwl Davy (No City Council Mooting) "Lq 1, Wad Workshop, THCR (5:30-10:30 pm) 6, Mon No Council Moating 10, Fri Chamber Movers & Shakers Golf *13, Mort Council Business Agenda (6:30/7:30) Budget; Hearing 14, Tugs Flag slaty 15, Wed MACC Mooting (1:30) — D®averton Library 16, Thurs Community Development Block Grant Planning Advisory Board (7:20) -- Location TDA 19, Sun Father's Day *20, Mon Council Study Agendas (6:30)—City Center Plan Task Force? 22, Wad Metro & Watch. Co. Officials Caucuv, PCC Rock Creek (7pm) 24, Fri City Center Plan Task Force Breakfast *27, Mon Council Business Agenda (6:30/7:30) Council Calendar -- Page 1 July '86 4, Mon Fireworks �- all, Man Council Business Agenda (6;30/7;3Q) 15-17, Fri-Sun Sherwood Robin Hood Festival a16, Mon Council Study Agenda (6;3Q) Transportation Committee? 20. Wed MACC Meeting (1;30)---Beaverton Library 20-21, Wed--Thurs Timothy lake Conference 23. Sat Cruisin' Tigard *25, Mon Council Business Agenda (6;30/7;30) 26-31, Thurs- Sun Oregon Mayors Association Meeting (Riverside Inn, Grants Pass) 30, Sat Employes Picnic, Cook Park Augu s t-,s,.,,,,,�'aB *l, Mon Exec, Session, CA Pro9rea:; Nvview (7,00 pm) *B. Mon Council Business Agenda (6;30/7;30) 13, Sat: Tualatin Crawfish Fostiva►1 (Tual, Comm, Parr) *15, Mon Council Study Agenda (6:30) *22, Mon Council, Pusinos» Agenda (6;30/7;30) SeptemberS' .0 *Sept Noighborhaod lbw►► Ha11.s (last 2 weeks in September) 5., Mon No Council Meeting (Labor pay) *12, Mon Council Business Agenda (6:30/7:30) *19, Mon Council Study Agenda (6:30) 21, Wed MACC Meatir►g (1;30) - Dea►vorton Library / *26, Mori Council Burinoss Agenda (6;30/7;30) t c ,ober '06 *Oct Neighborhood Town Halls *10, Mon Council Business Agenda (6:30/7;30) 10, Mon Columbus Day *17, Mon Council Study Agenda (6;30) 1g, Wed MACC. Mootirvi (1:30) - Boe►vorton Library *24, Mon Council Businoss Agonda► (6:30/7:30) 31, Mon Hal lcvwoon Novomber,_8O 9, Turas Elect:iom Gay 12-15, Sat-Tuns League of Oregon Cities Conf. in Portland *14, Mon Council Business Agenda (6:30/7:30) 16, Wed MACC Moeting (1:30) - Beaverton Library *21, Mon Council Business Agendas (6,30/7:30) 24-25, Thurs-Fri Thanksgiving Holiday Council Calendar - Page 2 December 'E8 ?Dec Council Goals Workshop? K5, Mon Council Business Agenda (6:30/7:30) X12. Mon Council Study Agenda (6:30) *19, Mon Council Business Agenda (6:30!7:30) 21, Wed MACC Meeting (1:30) — Beaverton Library 26, Mian Christmas Holiday January 189 2, Mon New Fear's Day 16, Mon Martin Luther King, Jr. Holiday Februark 189 14, Tues Valentine's pay 20, Mon President's Day arch '89 17, Fri St, Patrick's Day 24, Fri Good Friday 26, Sun Easter May 192 14, Sun Mother's nay 29, Man Momorial Day n+a '89 14, Woad Flag Day 29, Mon Memorial Day 19-1 -I U 4, Tues 2rrdspendunc@ Day 5+2Dtombor '_p 4, Mon Labor Day 4c ar 'e9 31, Tues Halloween yovomber 189 23-24, Yhurs—Fri 'thanksgiving Holiday Decambor_'O9 25, Mon Christmas Holiday mh6028a Council Calendar — Page 3 �e eek ee eeeeee M ee�n ROIL D5-09-9?, � b NOTE: IF THIS MICROFILMED IIli II'IIIItitI III IIlrl1'gw1iIIIIII'1111.111111_111[1lfr"gipfrT+I 11IPIIpIlTrIgIli IIII IIIII Ili II>�R+ 111(;11f�i1i1111 IIIiIII III J11 III III t ! i 1 TIII 1 I 1 1 1 1 tIl I Id !I ! 1 � 1 lii�CROFILNED4 �J 60DRAWING IS LESS CLEAR THANTHIS NOTICE IT IS DUE TOTHE QUALITY OF THE ORIGINAL DRAWING. -._OE6Z9ZLZ 9Z SZ b2 £2 Z2 IZ 02 61 BI LI 91 g�` �j E1___ZI_._.11-__OI6 9 9 .. S b -E �'"���IWI[ ..-. MrARCH7 1990 TENTATIVE AGENDAS-CITY COUNCIL Board G Committee Workshops-Utility& Franckt/20 10/17; Economic Development 11/21; Library Board 12/12; 1':l Planning Commion (Summer?).® r� SM ® ® ® sm ®ITEM WHO?"�' 5/9 5/16 6/1 6/13 6/27 7/11' 7/18 7/25 8/1 AUGUST LATER'NOTES 1. Minutes Loreen C C C f C CC C C 2. VisitWs. Agenda ////' X X' X T X X X a X 3. Consent Agenda F/L/ C C y _ C C C C C 4. Executive Session Staff 5 X: X-TPOA `5 5 5 5 S 5 X 5. Monthly Departmental Reports Staff C APR �- June July C 6. Council Meeting Calendar Update Mar_cha C C + CC C C lot Mtq/Mo. 7. Board'&Committee Appointments Staff C - C C C As Needed S. Key's To City Donna XX T X X As Needed 9. Proclamations --MarcHa.. X As Needed 10. Training Requests /w C-PD X As Needed 11. LCRBMeet ings !/!/.' C C C C As Needed 12. IntergpvermK•ntal Meetings Bob J BEAV? X TWD?KC-WCF-PC? 13. Board&'Dept. Workshops Bob J CCPTF TRANS _ 'TRANS XX 2-Hour Workshops .� 14. Trans/Streets Public Facility Plan Rand X-CIP X 7/18 Workshop 15.15.Downmn�ta -City Center Plan LiT� X >7 X 6/15 Workshop 16. Park Board-Park Bond &Plan Liz._:: )DC 9/19 Workshop Ke 17. Sign Code Revisions ZOA 87-07 ith• �PH Cont. from 3/28 i8. Dartmouth Street LID RandyW PH X 19. Sewer/Storm Fee Ord. Jill X 6/88 Lafe Charge 20. SeniorCenter Remodel Bob:J.. X X-BIDS a Budget Hearing 21. Finance Monthly Report WayneL_ C ytt C 7/88 in CAS Rpt 22. Municipal Court Study Report Jill Ct' X Sept i Feb 23. Civic Center Remodel/ExpansionBoh:i7: XX-ARCH -P pis X 24, King City Police Service Contract Davide C 25. Municipal Services/Contracts Policy Boti J; X X 26. Council Workshops Bob 7 X a 27. Bull Mountain/Walnut Study Report Bob J. X C 28. Areas of Interest Resolution Bob'7' X C _ 29. Vacation-70th**Avenue RandyC PH - 30. 79th&:Pacific Hwy. ZC/CPA 88- (Riverwood) Keith PH - 31. Tighe Annexation ZCA 88-01 (117th Ave.) Liz:- "PH 32. Lewis Annexation ZCA 88-02 (129th/Walnut) Liz: PH _ 33. 130th fi'i0W Condemnation Randy Q. PH _ 34. WCCLS Contract. - IreneE C 35. Community Survey Results Jill C - 36. Parks Consultant Authorization Liz t. C? C?':r' a; Phases I &II 37. Streetlighting.Policy Report RndyW C X 36. Trans.'Consultant -NE Bull Mountain Area Ran W'_ c X 39. City Administrator Performance Review Bob d C C X - 40. Public.Imp. As Conditions of Development Rand e X 41. Annexation Policy Bob::T X 42. Personnel Rules Updates JaniaN :X '- X 'Ongoing 43. Distinguished 9udget.E Ceri-ofAch. GFOA Wayne _- X - -_ 44. Triangle Area Plan Discussion RandyW._ a; --- 45. Fees 6 Charges Revisions-Ord. Changes Waydff:., XPrior to Budget 46. 1988-89 Budget WayfreL.,_ PH 47. Salary`:Plan/Benefits Update/88-89 Pay Plan Janice - X - 48. CCPTF Financial Consultant Liz 49. County7Tigard UPAA Update-Active Plan Liz,.'.:s.- a[ X 50. Building Use Policy(Civic Center Only) Irel.E k? IE/MH/DL%KL/LW 51. Commissioner Roy Rogers Marc1S g5 X 'Quarterly 52. Purchasing Rules Discussion/Revisicns WayneL X a X 8/22 Action 53. 5-Year$Plan/Staffing Plan Bob�J, X Fall 54. Sheriff Patrol Discussion David X X X 55. Securi;y.Code David _ X 56. 911 Report Update David : X Ongoing.... 57. Post/Tow Hearin Ordinance David X 56. Crime Prevention/Neighborhood Watch Ord. David ; X 59. Exotic Animal Ordinance X 60. Community Involvement Work Plan Jill X? X 61. Park Plan Land Purchases ALL X? X 62. Downtown Transportation Consultant RandyWX? X 63. Noise.Ordinance Revision Rand - s_ 64. 93rd Avenue LID Petition Ran X Toby Padgett_ - X 65. Metzyeh School Parking/Truck Limits Ran&WW- `x.- X 66. Tualatin River Water Quality Report RandyW X 67. Solid Waste Rates Fees Increase Zy---t _- � '- X 68. South Metzger CIP Proiects C ;T- &Metro PassThru 69. 88-89IP Pro'ect X X '- X 70. Anton ark Assn. Petitions C - 71. Busineis Tax Revision X X .72. Franchise Renegotiations 4:� X '- 73.-USA St'erm Drainage X - 74. Bull Mfn/Texaco Appeal X [X; '- 75. Rose Garden Res. 7; '- 76... - 77. '-- - - - - - - - - - - 78. -. 79. - 80. - 82. 84. 85: -- - ITEM WAD? 5/9 5/16 6/1j5/26* 6/Z7 7/11 7/18 7/25 8/1 RUGUST LATER NOTES - DUE T01PLSS FOR TYPING ;r,;4/22 4/29 6/10 6/24 6/30* 7/8 7/1 5 DUE TOSOREEN AT 5 PM READY FOR PACKETS 4/28 5/5 6/16 6/30 7/7 7/14 7/21 ursdays-due..to Memorial Day & Fourth of July lw/4796A/24ACadle t business meetings - Updated5/2/88j i T► tit I l t l t t t r � l r l l r l l 1 1 1 l f l -T�'1 f T 1 1 I I 1 I I i I I t�i I t I � I �-� - (r 2 NOPE: IF THIS MICROFILMED 3 7 9 f0 DRAWING IS I I � � I � IT� � 1 1 I n i ._--J i I. I (jr�l I IIfr111111t11 I t r�i h l�tllililil�lrliltl"eilritli�elllrlt��ltltlt'�tt)N •- � 4 _ 5 6 18 I i i J LESS CLEAR THAN e THIS NOTICE, IT IS DUE TO 17f QUALITY OF THE ORIGINAL •';, N DRAWING. -- OFC 62 9Z LZ 92 SZ bZ CZ ZZ IZ OZ 61 BI LI 91 SI' br C1 Z1 II 01 6 9 L 9 S b E Z I e rNI11111111M�1II111111�11tIt1W��Illl�lllnlJ. .._ .. .. ---- MARCID 17 199 0 V-, j CITY OF TIGARD. OREGON t MEMORANDUM TO; Honorable Mayor and City Council April 26, 1988 FROM; Bob Jean, City Administrator V SUBJECT; PROGRESS REVIEW FOR CITY ADMINISTRATOR Our normal performance review cycle indicates it is time for ars April prograss review-, My next annual performance review is duo in early Au+just. Givsan they current press on all our schedules and that the progress roview 15 jvut that, proc3resu and not a financial dissuasion, porhaps it could wait until the August review, I will be on vac-atic)n and in the Manager Exchange from June 18-3uly 17, Monday, Auguut 1, i$ not a regular Council meeting night. I reconussand we sat my annual review for than, 8J;mh4443D MEMORANDUM l^ CITY OF TIGARD, OREGON TO, Honorable Mayor and City Council April 27, 1988 FROM: Lorean Wilaon, City Recorder SUBJECT, Municipal Court Study Please brim your copy of the MunicipiAl Gaunt Study from your, packet of 4/25/0e, 1t was agenda item 44,2 b, lw/448SD •.9 k d: k jti �.S k�l KTy- CITY OF TIGARD.. OREGDW �1 f QOUNCIL AGENDA ITEM SUMARY AGENDA OF: Awl :2 -1�98i3 DATE SUBMITTED: April 1s, 1988 ISSUE/AGENDA TITLE; PREVIOUS ACTION; Formal Court Study Report PREPARED BY: Court study Co►mnitfre DEPT HEAD 0 CITY ADMIU OK 17 1 REQUESTED BY; POLICY ISSUE TNFORMATTON SUMMARY The Court Study rias conducted to analysis the ,Municipal Court and to determine what level of court service Tigard would provide. In February, City Counc;l. directed ataff to reduce casaload to Minor traffic and parking casas an(i implement an evening saasion of court. Staff is also to track arrests and police downtime ChrQujh the next ya3e. ' U.Aates will be made to City Council in Soptambar► 1958 and February, 1959. 'Me following report is submitted as a sumiary of the Court Sturdy Co~:initte'a findings to 44ta. OLTERNATIM GANS,?ID 1. Raceive and file. A SUGGESTED ACTION 1. Recaive and file. 1; C11Y OFF J' M .; OREGON 'ta - TIGARD at .r !' M •O/1•I STUDY., l PON" vdulm Aprilo 1988 s -a 4: i' Prepared .+r Court Stuay ♦' y4n Pax Diavid Lehr Jill Monlay Hadlino Robinson I' Lorean Wilson 1 t 13125 SW Hll.• • • R♦ I •• • •♦ , 639-4171 1 COURT STUDY COMMITTEE'S NOTES i` The followin:3 Court Study is offered as an example of how one City went about reviewing their court processes and caseload options. The packet contains a synapsis of the study and seven exhibits. The exhibits, which will provide more in-depth ir►formation of the study findings, include: -- the comparison of questionnaire responses; - the memorandum from the City Attorney's office outlining suggested areas for review; the Court Study questionnaire; - the 10/87 report to City Council; -- the 11/87 packet to City Council; -- the I/8a packet to City Council; and the, Resolution outlining City Council's decision and direction for the Court Study Conaaittee, The Study, conducted over an eight month period, focused on some general issues important to all Courts, i,e,, revenue, expenditures, staffing needs, and service provided to the community, The Court: Study Committee also looked at issues that are relevant to Tigard at this time, i,v„ space constraints, room requirements, and parking needs, There are several points that stand out as being critical to the direction taken in the Court Study. In comparing the information received through the quest•ionnairo procebs, it became evident that the Committee would not be able to base a recommendation on Information received from other cities, Out of this knowledge grow the idea~ to identify different caseload options and project axpenditures and revenues for each. The information used in formulating the projections for the different options was based on Tigard's past history. Questionnaire results were used to verify our projections as being in the "b&ll park," Based on the comparative analysis of the data being projected for the different options, the Committee was able to reach a consonsus on an option to recommend to City Council, Upon raceiving Council's direction for the Municipal Court, staff has been busy implementing the decision, At montionod carlitr, it was found that Tigard, as wall as othor cities, has attributes th+%t make its court unique, making it difficult to do an in-depth comparison of the courts and thoir caseloads. Soma of the characteristics that influenced the Tigard Municipal Court caseload ware: the r*pid growth of the City (rind the resulting changes); being within the Portland metropolitan area; haavirvj a largo regional shopping mall within the City limits; and - being 15 miles from Washington County District Court. The%a► ch*racttri%ties, plus the issues raelevant to Tigard, should be taken into consideration when reviewing the rsport. 'It is hoped this study can be used as a guideline for other jurisdiction%, but the Study Committee racommamds that each organization look closely at its own needs and uniquenasse% b4fort applying these findings to their- situation. The Tigard City Council and tho Court Study Committee would like to thank the /}. cities that partic;paced in the survey, and provided valuable assistance throughout the process. It is hoped the study will provide useful information not only to them but to other jurisdictions reviewing the packet. ht/40540 2 _ TICARD COURT STUDY SYNOPSIS In June of 1987, the City of Tigard began a long awaited Court Study. The City Council had requested a review of the Municipal Court to determine what level of court service the City should provide, With the then recent annex- ation of the Washington Square Shopping Mall. it became imperative that an analysis of the Court be completed before deciding to assume the additional criminal caseload, Conducting the Court Study also provided the City with the opportunity to determine how efficiently the Court was operating. review Court processes, and decide if there were areas that needed to be modified, improved, eliminated, or increased, At the time the Court Study began. Tigard Municipal Court was processing limited misdemeanors; code violations. minor traffic, and parking cites, As Page 2 of Exhibit 01 shows, in the fiscal year 86-87. Tigard handled approx- imately 150 misdemeanors and code violation cases in Municipal Court, in addition to 3.644 minor traffic and 440 parking cites, Court staff consisted of; 1 senior judge, 3 pro-tom judges, a half=tima court manager, an Office Assistant I1., and an Office Assistant 1, Since the beginning of the Court Study, our misdemeanor, code yialation, and parking caseload has stayed about the same, liowever, the minor traffic caseload has increased 204 percent, Staffing has stayed the same, with the exception of one of the pro-tam judges resigning to assume the roto of District Court Judge in Washington County, The Court Study Committee was selected administratively from several departments, it wan hoped this mix would provide a more rounded perspactive on the issues being considered, The Committee members ware: Jill monley, Community Services Director (Study Convnittee Coordinator); Kon Fox, City Attorney's office (Municipal Court Prosecutor)., David Lahr, Chief of police; Nadine Robinson Webster, Records/Court Manager; and 1,orsen Nilson, City Recorder, Though the Senior Judge and clerical court staff members did not serve directly on the Committoo, their input and assistance was ossentiatl to the completion of this Study. In tate 1906, the City Attorney's office outlined, for City Cv,sncil, a numbor of issues they rocommondod be reviowod during the Study. Thoir mamorandum is attached as Exhibit M2, the Court Study Committee used this as a basis for determining what areas should be st:udiod, Tho Committee felt it .might: be helpful and informative to gather information first: from other municipal courts regarding: o caseload volumo and types; sa rasoload processing efficiency; o .administrativo, judicial, .and prosecutor staffing ravels; o fiscal yoa+r revenue .and *xpendituro information; o collection methods; and • court: policies and procoduress. Thi, Committee developed a questionnaire (Exhibit Nl) to solicit this information from 25 randomly selected Oregon cities. y_ " cities surveyed had populations ranging from 2,880 to 106,000. Court staff ranged from 1 to 19.5 FTE (full—time equivalents). Of the 19 cities that responded to the questionnaire. 3 :lid not have a municipal court. Exhibit 111 compared the information gathered from the responding cities, Whenever possible, phone follow-up was conducted when information needed clarification. When Exhibit 111 was compiled, it became evident that each ~ court interpreted questions differently and used different terms and accounting procedures, Though the survey was interesting and informative, it became clear that the Committee would not be able to use the survey results to compare "apples" to "apples Site visits were conducted at four cities whict, +.tie C.ammittee felt compared most closely demographically or caseload-wise to Tigard: Albany. Beaverton, Corvallis, and lake Oswego, The purpose of the court visit was to obtain more detailed information on; o bail and fine schodules; o average fines for misdemeanors/violations/infractions; o percent of cases cleared by clerk/arraignment/court trial/jury trial; o court procedures; o timing in process of city attorney (prosecutor) involvement; and o judicial and City philosophy on sentencing and service, Again the Committee found each city handled their cases in the manner they felt was most efficient for their city and locale. Since the survey of other jurisdictions did not develop any substantiated trends or conclusive data for the Committee to use, it was decided to approach the Study from a► Tigard caseload and service needs parspective. The first step was to determine what caseload and service options wore available and what the a►nticipa►ted revenues, exponditures, staffing, and court-sossion hours each option would entail, The five options presented to City Council ware, Option N Option Explanation 1 No Mu j1pa,� oar rt - all cases would bo processed through District or justice Court; p d� ed bar ick - minor traffic and parking cases only.; 3 xistin C.111ood - limited criminal misdemoa►nors, minor trarfic, and parking; 4 E,nhanc_ CxS ,ing. m►11 criminal misdemeanors (including the Washington Square coseload), minor traffic, and parking; sand b full_Services - all criminal misdomeanors, major traffic, minor traffic, and pairkimj. Exhibit 64 expands on the options listed above and was presonted to Council in October. It included: ostimat@s on revenues And expenditures (based on the Court's collection rate during FY 1986-1987 — $63 per misdemeanor and violation, $31 per minor traffic case, and $11 per parking rase) and room use needs based on the projected caseload for each option. It also included an outline of the issues considered for each option, a► synopsis of related issues, revenue/ex pond iture comparisons, a room use needs chart, and caseload outline. After reviewing the different options, Council requested additional information on: a breakdown of indirect expenditure estimates. details on service impacts, implementation timeline estimates, and clarification of judicial philosophy, They also requested information on the following additional options: Option # Option Explanation 2+ Reduced Service With Night Court 4+ Exhanced Service With Night Court 6 Reduced Service With Major Traffic When this information was assembled. it appeared Option 2+ (reduced service with night court) or Option 4+ (enhanced existing with night court) would provide the most equitable service to Tigard's citizens and merchants with the Court continuing to operate cost effectively, An informational packet was assembled for presentation (Exhibit 0), but scheduling difficulties required the next presentation be rescheduled from )1/15/87 to 2/1/88, In December, the Washington County District Attorney, Scott: Upham, met with the Court Study Conmiitteo, He expressed concern about the type of criminal the City may exp€rionce from Washir+gton Square, His impression was that a more "professional" criminal would frequent a major shopping mall versus a "less-professional" criminal from other businesses in the Tigard area. He also noted that the misdamoanant caseload estimate from Washington Square seemed to be high. (The earlier estimate of 1,500 cases was based on a survey of the anchor-snore detectives at Washington Square.) Scott Upham found his office was experiencing a caseload of approximately 400 misdemeanor casos per year from the Square. Review of Tigard police calls for service/arrests seemed to verify this figure, In addition, during this same time, the miner traffic caseload increased over 200 porcont (from 100 cases per month to 600+ cases par month) and it appeared the growth trend would continue, This workload increase would have boon difficult to process with an immediate increase in misdemoanant caseload, for these reawsons, Options 24and 4+ ware refigured using 400 misdemoanaant, 7200 minor traffic, and 400 parking cases par year ar a basis for revenue and expor►diture projections. Based on a desire to bolanca the sarvice to Tigard merchants and citizens and the rcirt's ability to remain revenues producing, the Court Study Comrr,ittae recommended to the, Council that the City implement the Expanded Service Option #4+ &% systems, Facilities, and opportunities allowod, Exhibit #6 is a copy of that recommendation. At the 2/1/80 meeting, Council express+sd concern about the inability to pinpoint what the expanded misdomoa►nant caseload from Washington Square would be. the Inaccuracy of that figure could affect rovenues, expenditures, staffing moods, rand room moods; or to put it more simply, the Court's ability to provide quality Court service while remaining cost effective. Another consideration was the Court`s need for expanded room reservations. The "courtroom" is shared with the City Council and the "judga's chambers" is also i used as a multi-purpose conference roam. With the growth the City is experiencing, it causes conflicts for other departments when the meeting rooms are not available. Also, traffic arraignments contribute to an already crowded parking situation. causing frustration for city staff and the public. In taking these different factors into consideration, the City Council felt that to deliver a consistent level of service to all merchants in Tigard. and work within the space limitations facing the City staff, it would be best, at this time, to implement Option 2+. The Tigard City Council's Resolution No, 88--21 (Exhibit #7) outlined Option 2+ implementation requirements as follows: o begin evening court in April. 1988; o Tigard police citing all misdemeanors and state statute violations to another court by 7/1188 keeping a<z focus to City cost containment; u notification of Tigard merchants of the interim policy change for misdemeanant case hearings; and o modifications in the Tigard Municipal Code required to allow implementation of Option 2+ The Court Study Committee was also requested to track misdemeanor and major traffic cases being cited city-wide, and compile a breakdown of Police overtime and downtime expenditures as they relate to court. Thaw will be presented to the City Council in September, 1988 and February, 1999, ? 1 City Council reaffirmod their continued lobby efforts for the creation of aan Cart Washington County District Court, The Council noted that the majority of Washington County's pop+,.alat on was basad in the easterly portion; namoly that area where the Cities of Beaverton, Tigard, and Tualatin are located. In conclusion, after months of review and consideration, the Tigard City Council has decided to reduce the caseload being processed by the Tigard Municipal Court to include only minor traffic and parking citations at this time, The decision was based on; a concern over the hack of substantiated data on the Washington %quare c*valoaad (and the unknown effects of not having accurate figurer); o the desire to not bo discriminatory in the level of service given to citizens a,nd merchants in the City while treating all Court-s®rvice users fairly and equitably; and o the mood for additional information (tracking casoloaad and police ovortimo/downtime). flared on this now information, the City Council will review tho lovol of service to be provided to Tigard merchants and citizens again by robruary, 1984. Though the Court Study ;Committee will not be meeting regularly, the review process started over the last few months will be continued on an on-going 'basis, Some areas, ot:hor than thos,o salroaady discussed, which will continue to be monitored and reported to the City Council are the: o future of District Court (juriadictionaal scopo, sorvica charge backs, { formation of an East County Court, etc.); o -future of Municipal Courts (%taat* legislative changes); F o City's 1maag2 and sorvfto level moods for citizana; o Increased population and domand trends; o Tigard Civic Center space constraints; and o City prosecution options (in-house or contracting out- of--house). ht/1650p C Exn � bi � i aa. H � C* mstow oo I „Nr � a. ao CD, a � t0 u� ro .r � aro sr anO e4a ~ im C = o yd L t a D+ 1p iii as V Ar rho V4 3K 4 R y 71 A q.• M g � V 73 E A ii1 dN M Q 44 i- W4 IN to AI *M► • x 0: +MN A '~ q IN iM tM rr 4Y00 9LY wR N L � Y # MM M � �� � Vi 19 W b t! G O ►' "y yam. yam. r�r�� i. •w v > 6 go. 66i. 7 7 b A Y/ O • +� L �ItLr +7 b L L r C �r L u L •r b rV•r •►� v .�-r �' O Ti L. L .0 tJ L G V •_ C tt.. Y .0 � h ,p ? .r M •N L b� ro G C w ++pi Z n• U C U h G. fJ S ii s-� ar td T� S d fJ O U mac! �p1 U A U v 4 d o2F9:1p 0 C2 C3a QQ • o W UN N �D a d w 11 M s+� Nl Q , ri x'Ai s w a Ir IQ R � � 2L y � w r s • w w w ♦ � � � Y. � oilP-0 d w �! x O « « g d C M M/y� w YO L SAS L M. G" i M Ir Ir O -WCo 1 « a ,. c. .+ L, « �r ar e. C p ... r 8 «zys- flq Je .'rA1 t b- A ryy +� C �Y ►1 r O f. b ~ t+ vD& s S 6� CJ O —/ ft P' m W LI t� s d V Exh � b � -� Z O'DONNELL, RAMIS_ ELLIOTT 8c CREW ATTORNEYS AT LXW 1727 N w.HOYT STREET PORTLAND,OREGON 97209 \, t',�021 322-+tt02 ' OATC November 19, 1986 TO Tigard City Council I.ROM City Attorney's Office R€ Mard ManiciRal Court COMprehensiver Court 6tLidy Page i Tile City Council has asked our office to identify issues we would rocommend,havieg mude part of tine comprehensive municipal court study. We are Pleased to accommodate this requast. nackgLaund in April 1986 the municipal court moved from its old location at ' tha;Tiganrd Church to its firesent location in the civic center, since the move, wo have: obsserv�d a subtle; yet noticeable change. Court decorum is more formal. Defendants and attorneys appear more respectful of the proceedings. in addition, the municipal court now conducts jury trials on as more frequent basis, The backlog of cases which predated our role as prosecutors has been . cleared up. These factors help form the backdrop for a comprehensive court review. With this in mind, we offer the following sugQestionsz M1112 o! Matlins1 Ciggrt We recommend that the study begin with a complete profile of the existing court. This profiles would includes information on the followings i. The monthly averages number of infraction and misdemeanor arrests wades by Tigard pollees 2: The monthly average number of infraction and misdemeanor arrestor which do not ripen into form) charges, or which are dismissed prior to trials 3. The monthly average number of cases, categorized by charge, cited into municipal court; 4. The monthly average number of misdemeanor cases, categorized by charge, cited by Tigard polices into Washington County Court; 5. The average sentence, categorized by charge, imposed atter plea or conviction In municipal court; O-DONNEL.L.. RAM1S. ELLIOTT & CREW ATTORNEYS AT LAW 1727 mW NOYT STREET 14ORTLANQ.OREGON 197209 � 150at1 2Z2-4si12 ' ATE November 19. 1986 TO Tigard City Council itom City Attorrley4S Office PE Mard Hunici 1 Court Comprehensive CcuEt_§tudy page 2 rized by 6, after�vplan eoreconviction tinoWashington himposed Court; 7. The average monthly hours assigned to municipal court duties by the judge, prosecutor, supervising city administrator, court clerk, assistant clerk, bailitt, other support staff; 6. They average cost of processing cases categorized by final saeal; civil compromise; diversion; disposition' d?,sa:i court ttrtrial; Jury r trials othcrnsente casQe only; mmunity service;j Based with profile articularity the theexisting anduimpact otbelieve City present E can pagege P Municipal Court. , he part of this" profile, we recommend comparing similar dataefrom other municipal courts {° ill beBeaverton, to date:minoHillsboro, curront in this manner, the City w efficiencies and inafficimncios in Tigard Municipal Court, Additionally, the City will be able to determiner hour efficient or inefficient other jurisdictions are in light of their differing case loads. court pal i ev , We recommend the following policies be reviewed: ytagge o cr mea cited i� o Nlunicical Court -- Municipal court currently prosecutes infractions and a limited range of misdemeanors. The existing court profile mentioned above will give a ,specific breakdown of those crimes which are brought into municipal court and those which are referred to Washington County. This profile w111 also give a breakdown of those crimes which are Such within the jurisdiction of other municipal courts. Information will help form a basis for reviewing the d range of crimes cited into municipal court. d Jill O-DONNELL, RAMtS, ELLIOTT & CREW ' ATTORNEYS AT LAW 1727 NW,NOVT STREET / poRTLANo,OREGON 97209 ` 15031 322•4;02 ' %TE November 19. 2985 TO Tigard City Council oM City Attorney's Office RE TiSard Munici a2 Court Cam t.ehensive court study Page 8 We re COMmand that the full range Of cases over which the court may have Jurlsdiction be reviewed to identify which, if any, other crimes should be cited into municipal court. We recomAaand that the City review the following optio=•s, among others; (a) Dispense with municipal court and refer all cases to Wsshingt+aniCJustice guntyDi strict uCourt; (b) ofteasos hoardafronlal urt but prosentnarrow he range IN leavalst (c) Maintain the municipal court at current leve1q; (d) Expand the range of cases cited into municipal court. Tthin ovalue�t�dae recommend the following cano�idwr�►tlons (a) thejutrisdictit Tfiscal onOffthe municipalor ecourt�;ing ether e City ns (b) robuniclp�lhco rt snpartoof ito service to the citizens; ad (c) The addIt 'ocategory , costtoy (o �imep.� i t )ytoYtheding a criminalg municipal court dock&t; (d) An evaluationoffset additional costs;of crimes would (e) The impact of Certain criminal categories an the meed sirthe�efor)�uent Jail and other unity terms (and the added ca administrative overhead such as co111s�uni ty service supervision and bench probation. O`DONNELL. RAMIS. ELLIOTT & CREW ATTORNEYS AT SLAW _ 1727 N W.NOYT STREET ' PORTLAND,OREGON .97209 15031 222-4402 ' +ATE November 19, 1986 TO Tigard City Council e+om City Attorney's office RC Tigard Municipal Court -- Comrehensiva Court Study Page 4 (t) The impact of an expanded court can the municipal court .judge's case load. if the City elects to expand the range of crimes cited into municipal court, we recommend that the City evaluate whether an additional judge will be required to assist in deposing of the court docket. 2. c-gurt ad Lalet itLM -- Municipal court may have reached a threshold after which additional administrative support will be required to maintain appropriate levels of service. Reviewing the level of administrative support is appropriate, particularly it the City erects to expand the jurisdiction of tho court. 4 3, gr p2gutor -- The municipal ccs,-t prosecutor currently appears at monthly attorney trials and, when needed, at additional times for jury trials and other Individual appearances. The prosecutor does not screen any cases before prosecution. Rather, the prosecutor roceivca files attar charges have been lodged and carries thea through resolution. We recommend that the prosecutor's roles be reviewed in conjunction with a review of the ranges of value of cases to be cited into Municipal Court. Based on these other factors, we recommend the following areas be addressed specifically: (a) T'& amount of time that should be :dovoted t + prosecution (et.g. , one half-time positions full-thee' posit con; quarter-time position) . (b) The degree of involvement the prosecutor would play in &crooning eases before filing formal charges. (c) The roles of the prosecutor in working with the Tigard Police Department and other city departments or personnel. 4.. Court formality/Informality -- as discussed above, they relocation of the municipal court from its old church claysroo= facilitles' to the new civic center may have O-DONNELL- RAMIS. ELLIOTT a CREW ATTORNEYS AT LAW 1727 N W.HOYT STREET PORTLAND,OREGON '?7204 X5031222-AA02 ATE November 19, 1986 TO Tigard City Council ;om City Attorney's Office etc Ti and Muniei al CourC Com rehensive Court Stud Page 5 altered public perception of the court. An evaluation Of this formalhtheemunicipalion 40 well court shouldsbcecomeeisiof how timely, for g, Court graGedural rules -- Each court has the authority to pronaulges<te rulers of procedure to help the court ran efficiently. Because of the increased volume of cases, and because of'the more frequent use of jury trials, it maybe: timely to review whether rules of procedure should be adopted for Municipal Court. Authority to promulgate these rules re►stai in the Municipal Court judge. osrc+ert# �n_d frau tions und'�y. ..�.S& v sa -4 tvHte Under the Tigard Charter and M�xnicipal Coda. misdame�a►nors are cited into Municipal Court under applicable Tigard ordinances. Traffic infractions are cited into Tigard Munl'Eipal Court under the applicable Matey statute. The City may wish to review whether to adopt a city ordinance identical to the +state vehicle code so as to allow citing traffic olfesnsaa under Tigard Municipal Code. This charevnge eIn citation form may have: different appeal and nue eonsasegu tees for the City. Review of those eonexequences may be to the City's advantage. ?. -221 to � ernevs' lues -- Court appointed attorneys are currently Pal d a flat toe. They are paid d an additional �?5 it the 878 for all work up to trial an case proceeds through trial. This tee structure does not change in. relation to the complexity of they case or the amount of time required to mount an adequate defense. We recommend that the fee ,structure for court appointed attorneys be revievee'd. other municipal courts may be useful resources for this review. Factors to consider include the following: O'DONNELL, RAMIE. ELLIOTT a CREW ATTORNEYS ^T LAW 1727 N.W "OYT STREET i w PORTLAND,OREGON '9720V 15031 222.4+10-- d►TE Nove4ber 19. 1986 To Tigard C3;r Council MCM City AttornevIs Office Ike Tigard Muni —3Aa1 Court Compreehensive Court _Study -- page 6 _- The nature or number of charges filed against the defendant; The manner by which the case is disposed. including; (A) Dismissal prior to trial (b) Civil compromise or diversion , (c) plea only► ' (d) Court trial (e) Jury Trial Removal of case before trial to Washington County District Court (g) Appeal of municipal court conviction to Washington County Court h ;nvestioatieyt _ f'ea�4 -- the municipal court currently does not provide for additional Some foes when requested by indigent defendaantes;. Saaee ceases, paarticu- of olieedreports Misdemeanors, statements.uire more sThisepolicyw of police review. $. ses +�•• hr suthe municipal court clerk R P esently nerves Oubpoe3nals by first class. ammril. Under applicable statutes, this foray of service is not Of f0c- tives to compel the presences of a ,witness who does not wish to eappeaar. A witness may; be colkpelle d to appear in court dnly if he is t+esre>toneaalY served with as subpoena. Whiles service by mail is usually effective:, in some case s witnesses area reluctas,nt to appear absent legal compul- sion. We recommend that the policy governing service of subpoenas be reviewed to determne whether runder gilternative forms of service may be appropriate ven circumstances. Ong 136.68s authorizes any person over the age of 18 to serve a subpoena in a criminal case. Accordingly, we the recommend that a review aofsubhavingathenclude following personse cast and/or desirability serve subpoenae: O`DONNELL., RAMIS. ELLIOTT & CREW ATTORNEYS AT LAW _ 1727 N W.HOYT STREET PORTLAND,OREGON.97209 45031 222-AA02 4ATE November 19. 1986 TO Tigard City Council ROM City Attorney's Office RE Tigard Hunicipai Court Corse rehensive Court StudX► Page 7 (a) City Employee; (b) Private Process Server; (c) Tigard Polices Officer; (d) Other authorized adult. 10 Uncollected B Ivo uel �-- The munieipQ1 court loses revenue annually through uncollected fines. We recomaend that • methods for efficiently collecting fines be reviewed. This may include, among other things,' the following: (4) The use of an emproye^ea or staff person to enforce the collection of fines; (b) The use of charge cards (e.g. , MasterCard/Visa) to pay fines; (c) Authorizing other city departments to assist coercing the collection of fines (e.g. . not Issuing building permits or business licesnse@ until tines are paid) . (d) Other alternatives. CO . The city attorney's office is interastesd in working with the City to perform a romPlete bvalu&ticn of the Municipal Court in the City of- Tigard. Certainly, & •great deal of valuable information and 'advice can be obtained by contracting other local courts. We hope the; above: recommendations are of use. We will be happy to contributes what we can to any actual review proce►8a that is performed. 1CHP:dd . $ 11/19/86 i Exh � b � -� 3 < � CITY OF TIGARD - COURT STUDY QUESTIONNAIRE I, General Information A. Name of City; @, population of City; C, ooes the City taave at Muni.eipal Court? Y+es So So number 11, No If no, has the City ever had a Muil3cipal Court? Yes No Why has the City chosen not to have a Municipal Court? TI, ca=.4a A, What type of cases does your Municipal Court prosocute? Misdemeanors number per fiscal yoar Major Traffic number per fiscal year Minor Traffic number per fiscal year Parking number per fiscal year City Code Violations number per fiscal Year Other number per fiscal year ®. Number of regular work days spent in Court per week number of hours per court session ��• hours per court Number of dvenings spent in Court per week . session �• Do you hold Court on Saturday? Yes No If yes, how many hours per Court session? Why has the City chosen to hold Court in the evening and/or on Saturday? C. Dreakdown of the time spent in court each weak processing the following: Misdemoasnor arraignments -- Major Traffic arraignments Minor Traffic Arraignments Mations Pleas Minor Traffic Trials Misd/Maajor Traffic Court Trials Jury Trials - -- 1 parking -- - - i City Code Violations --- -— O�her Staffing ` A. Number of Staff (do not include the Judge or City Attorney) _ Please give position title and outline of responsibilities. and portion of time allocated to Court for each position, (When available, job descriptions may be attached rather than filling out this section.) if your Court has a transport position, is it a Court or Police position? What is the salary range for the position? 0, Doas the City Attorney act as Municipal Court prosecutor? Yes — No Is the prosecutor a City employee or under contract with the City? If he/she is a City employee. what is the salary range for the position? i tion? C Goes the Valary range include benefits? Yes No If no. 4"t benefits does the prosecutor receive? s If the prosecutor is under contract, the amount of the contract is Is the position full tiot'1 Yes — No If no, how many hours per week does the prosecutor spend on court related matters? ploasa outline the responsibilities of the prosecutor. Ii oocrotari l/clerical support provided by the City? Yee — Nowa that is the total cost to the City for this position (including taxes, unemployment, office space, secretarial/clerical support, C. Now many Judges does your City employ? Regular Pro tom Is the regular .Judge position full tine? Yes _____ No If no, how marry hours per week/per month does the Judge spend on court matters? Per Week — Per- Month Please outline the responsibilities of the Judges) (2) o— Is the Judge paid per hour or per court session? What is the pay scale for this position? Are there benefits associated with thi3 position? Yes No If yes, are they included in the salary range? Yes No \ If the benefits are not included in the salary range, what benefits does the Judge receive? What is the total cost to the City for this position (including taxes. unemployment, etc,)? If your court employs pro tern judges. are they paid at the same pay rate as the regular judge? Yes _,,,__,,, No If no, how is their pay determined? IV, Financial Information A. What ara the Court's actual costs, per fiscal year, for the following: Personal Services (excluding Judge and Prosecutor) Materials and Supplies Facility Overhead Interpreter Fees o Investigative Fees _ Court Appointed Counsel Now are the Court Appointed Attorneys paid? Par Case if so, payment per case Per dour if so, payment per hour All cases contracted out �: if so, Amount oi' contract for number of cases yi B. Amount of fines collected during the fiscal year: Misdemeanors Major Traffic Minor Traffic Parking Code Violations Other C. bo you Tool the Court is revenue producincl? Yes No V. Miseeallanoous A. What kind of f&ciiities are provided for Court? Prarmanent Courtroom Jury Room city meeting rooia --- Other, plaasa •pacify (3) a. Is your Court computerized? Yes No If yes, what type of hardware/software do you use? Are you satisfied with the system? yes No C. Do you keep statistics other than those required by the State? t Yes - No - If yes, please outline or attach copies of reports 0, Oa you have an administrative policy and procedures manual? Yes — No If yes, cost for us to receive a copy? _ 00 you ave adu gee" policy ;and procedures handbook;' Yes — No a If yes, cost for us to receive A copy? "as your Iudge developed and implemented local caurt rules? Yes _ No If yes,, cost for gas to receive a COPY? E, Nal your Court broadened or narrowed the c4tugories of cases prosecuted (i.e., minor traffic only, minor i major traffic, QUO? Yeas � No �,., If yes, why has the Court broadened/narrowed the Categories of cases prosecuted? Did you notice any differences in the efficiency of collections, between the different categories of cases prosecuted? Yes _ No ,.e...._ If yes, please explain F. Do you use any means other then suspensions and/or warrants for enforcing collections? Yes No If yes, please explain C. overall, how would you mate the efficiency of your Court? is there anything you would like to sage done differently? H. Is there any information you feel is important that we may have overlooked? r'— Y NamePosition Phone Number -- - cn/4730A " (4) 1 t 4 >ti r + MEMORANDUM { GITY OF TIGARD, OREGON TO; Honorable Mayor and City Council October 719, 1487 FROM: Jill Monley, Community Services Director SU83ECT: Major Court Study Information The Court Study Committee is comprioed of the following; Ken Fox. City Att^rney David Lehr. Chief of Police Jill Manley, Community Services Director Nadine Robinson, Records/Court ro4^a9ar Lorean Wilson, City Recorder Attached is a synopsis of the information gathered to date which will be presented this evening. The Committee is anxious to share this information with you and to gather additional input and questions from the Council at this time. During the presentation, several terms will be used which may sound like 'court—ease'. Tho followlreg list of definitions will hopefully assist you in understanding the intent of the information presented. Ad Iudieatlort: A judgment or decision rendered by a court. civ Infr•a�, ction: A City code violation which has been decriminalized. Hearings Are usually held before a hearings officer. Fines only imposed. { lurk Ne�,ined Attarnevt An attorney appointed and paid,for by the court for a ur.defendant o i�found to be without funds to hire his/her own legal counsel. �„1sgtia►inal edt A City code violation which is heird before a hearings officer and is. pot heard through the court system. It is not considered a ' erime. Fines only imPos+tdd. ni%t:ri t !s ur : state e+ourt of record. Hears all traffic and misdemeanor cases aridtany appeals from Municipal and justice Courts. -Jndiggnt _,D#rgn#A: An attorney appeintad and paid for by the court for a defendant who is found to be without funds to hire his/her own legal counsel: jwst,Jc#--Fmcl: state-'court of record. floors all traffic and misdemeanor .casadi• justice, Court cases'appoalod to District Court. ry�,toF Tritfio: � Traffic offenises punishable by imposition of a fine and/or jail sentence. Minisr Tr+affi : Traffic offenses punishable by imposition of a fin* only. Mkidem*arsor`: Any crIminal offense whore the maximum jail sentence is i year and the• fine cannot 4xcood $2,500. nicipil Court: A City court, not a court of record in the stage system. Can hear any traffic, 'vlolatian or misdemeanor naso which occurs within the City boundaries. perkirwx: An infraction of a City code issued against a vehicle. Violation: A criminal offenso Wh*r* only a fin* may be imposed,. lw/125StI . OPTION 1 Nei MUNICIPAL COURT (No cas,3 in Municipal Court) PROPOSED CURRENT BASELINE EXPENDITURES• STAFF * (-*- FTE) -O- 2,5 FTE $ $2.200 (-0- Judges) --0- 17 + PT 23.500 (Parking payments through Finance) CITY ATTORNEY --0-s 14.000 OTHER DIRECT EXPENDITURES -0- 17.650 POLICE OVERTIME —25,000 ?A* TOTAL EXPENDITURES `r3� REVFNUEs: Obi Wim-� - 91450 MISDEMEANORS 7.500 ANORS � 1 ; MAJOR TRAFFIC5 MINOR TRAFFIC 44AMO i4�� PARKING TOTAL RCVCNUC JL=2 1 NET: S 30,250 Kew 40,950 t+a NET D1,FFCRCNCC: ('$10,700) - including benefits • e+t - for all courts - less W&shington County char v becks?? NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNKNNNNNNNNNNNNNNNMMNNNNNNNNNNNNNNNNNNNNNNNNNNN MISDEMEANOR District Court 1,650 MAJOR TRAFFIC District Court 100 MINOR TRAFFIC Justice Court 4,600 PARKING Decriminalized 400 CIVIC CENTER ROAM DEEDS 1 ER MORTH: -0- PAGE 1 lw/12590 OPTION 2 REDUCED SERVICE (Minor traffic & Parking cases) .PROPOSED CURRENT BASELINE EXPENDITURES1 STAFF R 0,5 FTE) $ 35.150 2,5 FTE $ 52.200 (13 + PT) 9.200 12 + PT 23.500 CITE' ATTORNICY 9.000 18.0100 OTHER DIRECT EXPENDITURES 5+200 17.650 POLICE OVERTIME x---0= R TOTAL EXPENDITURES8-5-50 REVEL M10CMEANORS 9,450 MA90R TRAFFIC � 7,500 7.5Q0 MINOR TRAFFIC 144.500 14.�.A.Sw PARKING TOTAL REVENUE � U ' f NET: 82.300 40.950 NCT DIFFERENCE: �41.35Q� — including benefits — for all courts — loss wtshington County change backs?? , NNNNNNN�MgNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNpIINNNNMpNNNNNNNNNNNNNNNNNNNNNNNNNNNNN M3SOCMEARiOR District Court 1+550 MAJOR TRAFFIC District Court 100 mlw)R TRAFFIC Municigal Court '�••00 PARKING Municipitt Court 400 CIVIC CC RDOMiY .EdS PER MONTH: 32 Town Hail Town Hall Conforance Room — 16 hours oa►ch ' �_ NNItMNNNNNNNpNNNNNNNNNN::NI�NNNNNMNNN+MNNpNNMNNICpNNNNNMNNNNtINNNNNNNNNNNNNNJYNNNNNNAN i y 1w/12S90 i r j� OPTION 2 j� CONSIDERATIONS 1. FTE Reduced FTE (By 1.0) -- would leave; ,5 Records/Court manager 1,0 OA II 2, CITY ATTORNEY Reduced City Attorney POLICE OVERTIME Slight increase (lax) 4, COLLECTIONS CONTROL Retain control over minor traffic & parking collections Reduction in revewits! Collection* efforts lost Intense Receive50%-traffic fines & 0% misd. fines 5, COUNTY SERVICE CHARGE BACKS The County is discussing the option of charging cities for Community Correction services and jail usage in conjunction with misdemeanant and major traffic cases. These charges may be on such Cervices as; pre-sentenance investigations, formal probation. Jail services, etc. The charges may be assessed on: 1, only those cases sant by Municipal Courts$ or // 2. any case cited in a local jurisdiction, whether sentenced l through Municipal, 3ustice or District Court. d These charges would have a+ major impact on the City. With this option the City would have no control over the use of the services. 6. SERVICC TO CITIZENS Maintaining local service on minor tr4offic/parking only. Misd/Maj. Traffic - inconvenient - greater distance to County 7. IMAGE ' Confused commitment to annexed arses/service to cititont 9. CIVIC CENTER SPACE I.MP&= Reduced molting roots ute with minimum r0uction in parking 9. ADZUDI.CATIONS Fewer. DA may dismiss prior to charge filled in Curt 10. JUDICIAL PHILOSOPHY Less control over Implementing 11. OTHER PO vehicle costs up Less disposition consistency (various attorneys & fudges hr4ndle collas) Have existing system to m&nage caseload Cleaner for police officers than Optfrsn ra: jurisdiction of case PAMlwr/12590 4 i OPTION 3 EXISTING (Limited misdemeanors-other than Washington Square. minor traffic & parking cases) PROPOSED CURRENT BASELIN£ EXPENDITURES: STAFF $ 2,5 FTE $ 52.200 13 + PT 23.5w CITY ATTORNEY 18.000 OTHER DIRECT EXPENDITURES 17.650 POLICE OVERTIME Dt " 1 61000 TOTAL EXPENDITURES ` *° ' R ENUES: MISDEMEANORS -O- 9, 150 7'000 MA?ON TRAFFIC MINOR TRAFFIC 148,800 PARKING TOTAL REVENUE NET: S %*0 $ X10,980 xaaF NET DIFFCRENCCc i including benefits a a for all courts Kw* - lass Washington 'County charge backs?? MNNNNNMNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNMNNNNNNNNNNNNNNNNNNNNN MISDEMEANOR District Court • •SOO 100 MA7OR TRAFFIC -District Court 150 MZ�BDMANOR Municipal Court MINOR TRAFFIC • Municipal Court 4,800 PARKING Municipal Court 400 CIVIC C MMS ROS NEEDS PER _ 107 Town Nall & Town Hall Conference Room — Ag hours hours each Noting Rom NNNN,yNNNNNNNNNNNNNNNNNNNN#NNIINN#Nl1NNNNNNNNNNNNIINNNNNNNNN!'NNNNNNNNNHNN!1NNNNMNNNN PAGE S , lw/1759D j OPTION 3 CONSI9ERATIONS 1. FTE Status Quo .5 Records/Court Manager 1.0 OA 11 1,0 Obi I 2, CXTY ATTORNEY Status Quo 3. POLICE OVCRTIM Statut Quo A, COLLECTIONS CONTROL 'Retain control over minor traffic. parking & limited mild. casealaad Reduction in revenues; Collection* efforts less intense Receive x 50 �traffic fines & OxM O. finas , 5, COUNTY SERVICE CHARM SACKS Ther, County is discussing the option of charging cities for Community Correction services and jail usage in conjunction with misdameanant and major traffic cases. These charges may be on such services as, pre—sentenonee investigations, foveal probation. jail services, etc. Tho charges may be assessed on: 1, only those cases sent by Municipal Courts: or t. any case cited i' local Dijurisdiction, whether sentenced through Municipal, nusticeor These charges would have a major impact on the City, Option i allows limited control. 6. SCRVICC TO CITIZCNS status quo. Washington Square misdemeanor caseload at District Court 7. IMAGE , Confused commitment to Washington Square ti U. CIVIC CENTER SPACE IMPACTS Status Quo — parking and meeting room shortages 4. A03UDICATIONS Status Quo. DA may dismiss prior to charge filed in Court 10. ZUDICIAL PHILOSOPHY Less control over implementing 1 t. i?'fNEit *; p0 vehicle costs S1`.W existing Less disposition consistency (various attorneys & judges handle case) Have existing system to manage caseload Confusing to Police officers re: jurisdiction of case PAGE 6 lw/II53D OPTION 4 EtNHAN�ED EXISTIKG (All misdemeanors-including Washington Square. minor traffic & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES- STAFF X (4 FTE) S 86,900 2,5 FTE $ 52,200 (13 + PT) 36.600 12 + PT 23.500 CITY ATTORNEY 30,000 18,000 OTHER DIRECT EXPENDITURES 32,600 17.6;x0 POLICE OVERTIME 16AOOO 1---9,-0 � TOTAL EXPENOITURES A=A IM UZI&M REVENUES: MISDEMEANORS $103,950 9,450 MAJOR TRAFFIC 71500 71130D PN TRAFFIC 148,0 144,0 RK� _ 4. � 45 TOTAL REVF.NUC Mrd IIZQ= NET: 62.700 40,950 NET DxFFCRL 1 $21,7€ 1 # - including bonefitg •- for All courts - logo Washington County chargo backs?? +NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN"INMNNNNNNNNNNNNNNNNIPNNNfiNNNNNNNNNNN�NNN M190CMCAMOR minicipal Court 11650 MAYOR TRAFFIC District Court 100 MINOR TRAFFIC Municipal dcurt 4,400 PARKING Municipal Court 400 M- CENTS P40M1 NLEDB_P611 MONRH: 172 Town Hall-& Town Hall Conference Room - 42 hours each Meeting Room - 9 hours �. � NNNNMNNNNNNNNNNNNNMNNNNNNNNNMNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAJNNNNNNNNf�NNNNMNNNNNN 2w/1259D PAGE 7 OPTION a =ISIOERATIONS 3, FTE ' Increased by 1.5 — to include: .5 ReT co s/Court Manager 1 1,0 OA II 1,5 OA I Y. CITY ATTORNEY Increased by a0% 3. POLICE OVERTIME Slight decreases a, COLLECTIONS CONTROLrkir►g & Ill misdomeana:nt caseload Retain +control over minor traffic, Pa No control over major traffic 5. CouNTY SERVICE CHARGE SACKS The County is discussing the option of charging cities for Community Correction services and Jail usage in conjunction with misdes"wmnt and major traffic cases. These charges may be on such services ms: pre—sentenanae investigations, formal probation, jail services, etc. The charges may be assessed on Municipal Courts; or 1. only those eases sent by 2, any case cited in a local jurisdiction. whetter sentenced through t1unicip41. Justice or District Court. These charges would have a major Impact on the City. option a � 6 gives the City the most control over the use of services. With Municipal Court handling all of the misdemeanant caseload. the Judge can use his discretion in ordering community corrections services. 4, SCRVICC TO CITI'ICNS Increased commit+ nt to citizens. Washington Square misdemeanor ce.sarlosd heard locally 7, IMAGC Consistont with annexation promises 9. CYVIC CCHTER SPAM IMPACTS Increased demands. TH & T14CR — 92 hrs/ma. each Jury Room — 9 hrs/mo. Some adiiitionrml parking & sffice space nooded 9. ADJUDICATIONS Increased control. All cases have charge filed in Court to. JUDICIAL PHILOSOPHY More control over implementing 12. OTHER PD vehicle costs reduced More disposition consistency (1 atatarnsy firm dtar►dles cess) Need to enhance existing system to managa caseload { Claa►r jurisdiction of cases to Police Officers Indigent defense and Interpreter's costs UP PAGE 8 lw/1259D OPTION FULL SERVICE (All misdemeanors-includirg Washington Square, ' major & minor traffic. & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES- STAFF * (5 FTE) $11.2.550 2.5 FTE $ 52,200 (17 + PT) 49.100 12 + PT 23.500 CITY ATTORNEY 25.000 1S•000 OTHER DIRECT EXPENDITURES 43,300 17.650 POLICE OVERTIME 154 000 19,000, TOTAL EXPENOITURES =am UILM acv NtIE MISDEMEANORS $103,950 $ 91450 MA7OR TRAFFIC 15.000 71 boo MINOR TRAFFIC 143,900 146,800 // PARKING t.. TOTAL REVEfOJE ZUJ2Q NET t $ 17,350 +t+t* $ 40,950 + NET OIFFERCNCEt +t - including benefits - for all courts aea - less Washington County charge bock07 NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNIVNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNgNNNNNNNNNNNKNNN MISDEMEANOR Municipal Court 1,650 M70R TRhFFIC Municipal Court 100 MINOR TRAFFIC Municipal Court 4,000 PARKING Municipal Court 400 GIVIG I LATER RGCft1 I�EEO�_PER-M-NTH: 220 Town Nall & Town Hall Conference Room - 101 hours each Meeting Roca - 13 hours #NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN�iNIfNNNNNNNNNNNNNNNNNNN�iNNHNNI�MNNNMNNNNNNNIVNM PAGE lw/12590 9 OPTION 5 CONSIDERATIONS 1. FTE Increased by 2.5 — to include: 7..0 Court Manager 3,0 OA II 1.0 ON I (This option would require a Records Manager appointment) 2. CITY ATTORNEY Increased by 90% 3. POLICE OVERTIME Additional decrease 4. COLLECTIONS COMOL Retain maximum control , 5. COUNTY SERVICE CHARGE BACKS The County is discussing the option of charging cities for Community Correction services and jail usage in conjunction with misdameanant and major traffic cases. These charges may be on vouch services as: pre—sentana►nce investigations, formal probation, )ail services. etc, The charges may be assessed on; 1, only those cases sent by Municipal Courts; or t, any case cited in a local jurisdiction, whether sentenced through Municipal, Justice or District Court, Those charges would have a major impact on the City. Option 4 & 5 gives the City, the most control over the use of services. with Municipal Court handling all of the misdemeanant caseload, the Judge can use his discretion in ordering community corrections services. b. SERVICE TO CITIZENS Full Service commitment to citir*ns. 7. TMAGC Full Service Image 9. CIVIC CENMR SLIME IMPACT'S Increased demands. TH t THCR — 101 hrs/m+o. each Jury Room -- to hrs/mo. • Increased demand on parking Increased demand on office space 9, ADJUDICATIONS Increased control. All cases have charge filed in Court 10. JUDICIAL PHILOSOPHY Most control over implementing 11. OTHER PD vahicle costs reduced More disposition consistency (1 attorney firm handles case) Need to further anhance'axisting system to manage caseload Major traffic requires more Intense trial and staff time 1 Clear jurisdiction of cases to police dfficars i indigent defense and Interprater's costs up Jury-trial costs and time increased Self—reliant Iw/12590 PAGE. 10 MUNICIPAL MORT STUDY — RELATED ISSUES TO CONISIDER . o Future of District Court— scope b chaise backs C State law changes — Future of f4unicipal Courts o Satellite district Court o City image/service to citizen o increased population and demand trends o �n►Plementation/Absorption o political, impacts with ony chang4/+codification o Civic Canter space lt to know oC,oats,or atrialsffic eandupapees irworkufor Cases extensive o Ujistice Court f+sture uncertain n o Evening court options p Downtown redovelopmont — parking meters o Legislation — update process i jurisdiction selection process s) a Increased investigation charges o Court appointed attorney charges restructured o Contractual vs. personal gervicos form of payment for Judges o Timing of City Attorney's in process o City prosecution options •- City Attorney's office, in.house, or contract with other outside attorney's firm PAGE 11 lw/1259Q 3 TOTAL REVENUE — EXPENDITURE COMPARISON -- ANMNUAL OPTIONS N1 #2 83 #4 M5 TOTAL REVENUE 55 250 160 850 lIZ9,300 $264,800 1272,300 DIRECT L'XPENDITURES 25.000 78,550 129.350 202,100 254,950 INDIRECT EXPENDITURES 5.000 15,710 25,870 40,420 $0.990 (Overhemd-0 10%) TOTAL EXPENDITURES 30,000 9.949260 155 220 242,520 505.940 NET REVENUE k (Net Revenue as a % of Total Expenditures) �4x fix 10Y. s' s IW/12590 pfd;£ 12 CIVIC CENTER ROOM NEEDS PER MONTH OPTIONS #1 #3 #3 #4 #5 TOWN HAIL ROOM -0-- 16 49 92 101 a TOWN HALL CONFERENCE RM. -0- 16 49 82. 101 Monday x/wionth M - 4x AM - 4x Tuesday x/month Am - lx AM -- lx AM - lx All - 1x All - lx All - 3x Wednesday x/month All - lx All - 2x Thursday x/month AM - Ax All - Ax All - 4x All - +fix NNNNNNNNNNNkNNNNNi3NNNNNNNNN�PNI�NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNMNNNa!'N MCETM ROOM 47ury) -0- -4- P S 10 Monday x/month jj Tuesday x/month All - ix 1. Wednesday x/month All - 1x All - 2x Thursday x/month NNNNNNNNNNNNNNNNNNNNNNNkkNNNNNNkkkNNNNNNNkkNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TOTAL N OF HWRS PER MNM ROOMS RESERK0 -0- 32. 107 171 220 , AM indicates morning only use of room All indicates ,all day use of room lw/12590 Ply 13 CAS£LORD OONpARTS0151 -' ANNUAL OPTIONS CASELOAD ISSUE/COURT . k2 #3 �. ' MxSDR _0_ 150 1.650 1.650 Municipal 1.650 1.500 '0— -0^ District 1,fs50 MAZOR TRAFFIC �,. —0-- -4- 100 Municipal -0- 100 District 100 —0— 100 100 R T IC4, 00 4,@00 4,900 4.400 justice 4,000 � PARKING 400 400 400 400 Municipal -4>- •0- -`- "0- Decriminalized 400 "0— Skatf would canfidar ath4r options, i.e. hoa�rings officer or small claims court pracoss. PAGE 14 IW/12590 Exh � b � � 5 MEMORANDUM ciTY OF TIGARD. ORSGON TO: Honorable Mayer and City council Novea►ber 16. 1987 FROM; Jill Monley and the Court s=tudy Committe`) SUBJECT' Major Court Study Included in this packet are; 1. A st,wrary page comparing expenditures, revenues, caseloads and service ramifications of all the options discussed in our 10-,1"7 work study session in addition to the modifications to those options as yov requested. In r _doincJ these figures, a few changes were made; (a) judges remuneration is shown as a contractual expense rather than a salary expense; (b) recognising that our court appointed attorney foss are low, WO've inc'reasod those to reflect the currant mArk+at; and (+c) because the court costs have increased (mostly court appointed attorneys mentioned in (b) above) we've increased the court cost amount charged back to defendants (from $5 to $10 per case onh a ffic and violations and from $5 to $20 on misdemeanors), This in keeping with Ordinance No. 12_72 addressing fees and charges which states that Tigard has a pol'4 of recouping costs; 2, The summary page also shows a service delivery matrix idantifyirig our service publics and recognizing the level of service those public's roceive in the different options; D. Implementation timelines on what appear to us to be the two most feasible options; 2+ and 4+; 4. Revised options 1 through 5 (based on the changes included in 1 (a), (b) and and a new*option 6 whi�chdis optiontion 22 with evening court. mayor traffic dded A question was raised regarding the indirect coat rate of 20%- In answer, that amount is intended only to recognize the indirect expenses of room space, other staff support, managerial time spent, related machine use, utilities, phones, etc, which are required and supplied by the City outside of the direct expenses r4presoMsed in the budgets of tho� differont options presented here. We aro making' no attempt at this time to recoup those indirect casts only to rocognize them as the different options are cons!dored. This rata could be 17% or 22%. We have not sciontifically detorminect it to be 20%, however, we believe 20% to be a reasonable figure for demonstra;ion purposes. Another question raised was regarding tho moaning of judicial philosophy. A Court's judicial philosophy reflects how it believes the community interest is best served. Implementing this philosophy will be influenced by the extent to which the Judge is acquainted with local problems. For example, the Judge who is familiar with a particularly dangerousthanintersection e �o has treat no traffic specific citation from that location differently '� knowledge or local experience. lw/12590/040 t l � L N O Q .. O L1 Q a M 2.fir Or- I cc � xx£ 1 0 00 rid tom^. O-�+7 7 0 o h* p •+ Wa � ? iL6L6 � s Q' re O O C" o4 Pq 04 �r+ IV o o o a a a a Z3 0 a. 9% ea 4a .4 co .a L� N. til. �. U.- L6 11 l 1.+ aid 41 4 ,w r r c a 0 is Go v 44 G C .r+•+ C a IPA IPA F44 ML, .f4wo 6 � WQ► D� 41r�w C C .N C 4 Sy � y �. � ' a a ,N in � * g� y a1 Ah a ua o � v 4Aft JJ JLb � a M am0{ 'V fl J7 N a Y Ae N MV C � 4N v C vl .O► p ,0 vj AP Af v-4 uu Oc COL C M � ..y L 120v .0 L. LLv L. C.0 y G A! !6 G7L. £ 0� IL C --." O aQ. 3 q. F� n w M .4 U M" w mt r Cil vss aE .....� v .,v avc d n p o` E V6�tWY. W tt7� ix/125" Rev-Ued.11/16/87 Page 1 t ; H - SS. 0. - a z - Q w - w bu w Q 1 to iWA ' + i AA A � V IL .d .M Lcc Ah AJ . N p, Od U. � �.1 W Eli .bcl a d h c w w IL c L ' CA 0 lx/�259� Revised 106/87 Page 2 � |i` • } } / | . $ \ | . S � : © � R � 2 - . 0 K � . . 2 - � e � � % $ ■ � g � . — � - � « a ■ . � � 2 § � � � 2 ■ K 2 E § 2 t; . . • g . . . I/9259) Revised 11/16/87 . Page } 1 � a - a � h - W ; 1 s+ Ch , m m IL .moi \ 8 M 4M 9 00 V u' ¢ 4~Y L •tea . + it Q US ZQ M H O a a U IV/1259D Revised 11/16/07 page 4 V � L , a � O til Y1 4. W e•1 , R wl f7 ' U A j 48 A � 40 � w W � � s• ' � s F \ a � a t a � ac r + .� tx Al 8 0 «� .fir 1-► q � +t � � , ta C 41. u M sor L ��..pp W ••� ••a i6 Ls. N !M CC 1 !1 T S tt N 41r -tc 4 O lw/1259D Revised 11/16/87 Page 5 OPTION 1 ND MUNICIPAL COURT (No cases in Municipal Court) PROPOSED CURRENT BASELINE EXPENDITURES: STAFF * (--0- FTE) -�t3-- 2.5 FTE $ 52,200 (-0- Judges) -0- 11 + PT 23,500 (Parking Payments through Finance) CITY ATTORNiY -0- 18,000 OTHER DIRECT EXPENDITURES =0"' 17'650 POLICE OVERTIME 25.0 O �� 18,000 Xk TOTAL EXPENDITURES ` � uu"A REVS EN.�� MISDEMEANORS S -0- $ 9,450 MA30R TRAFFIC 7,500 7,500 MINOR TRAFFIC' 43,200 148,000 PRRKING , S5 "', 5, TOTAL REVENUE �` r S2 r, NET: t 30,250s_ K $ 40,'950 NET DIFFERENCE: (S10,700).e40 w - including bonefits s •- for all courts s - less wa►shington County ch&rgee backs?? NNNNNNNNNNNNNMNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNMNNNNNNNNNyNagNNNNNNNNNNN tALE.OAD MISDEMEANOR District Court 11650 MAJOR TRAFFIC District Court 100 MINOR TRAFFIC justice Court 4,000 PARKING Decriminalized 400 CIVIC CENTER ROOM-NEEDS-PER MONTH: `0' NNNaaNNNNNaNMNNNaaNNA�aNNNNNaaNaaaNaNNNaNaNNNNNNaNNaNNNNNaaNNNNNNNNaNaNNMNaNNNaN lw/12590 Revised !i/16/87 PALS 6 t { OPTION l MNSIOERATIONS 1. FTE Less FTE an Tigard Payroll 2, CITY ATTORNEY Less Mk-.ni Court charges 3, POLICE OVERTIME Increases — proximity of City Mall/inability to coordinate scheduling 4. COLLECTTONS CONTROL. Completely lost, Reduction in revenues: Fine schedule lower Collection efforts less intenso Receive 60%—traffic rine% & ovoisd. fines 5. COUNTY SERVICE CHARGE DACKS The County is discussing the option of charging cities for Community Correction services and jail usage in conjunction with misdameanant and vAjor traffic cases. These charges may be an such services as; pre—sentetAnce investigations, formal probation, jail services, etc. The charges may be assessed on; 1. only those cases sent by Municipal Courts: or Y. any case cited in a local jurisdiction, whether rentonced through Municipal, Justice or District Court. These charges would have a major impact on the City. With this + option the City would have no control over the use of, the services. 6. SERVICE To CITIZENS Inconvenient, greater distance to travel, less understanding of local issues/situations 7. IMAGE Confused commitment to annexed ureas/service to citizens R. CIVIC CCNTCR SPACE IMPACTS Free up space (offices & meeting room use) and relieves parking impact 9. ADJUDICATIONS Fewer. DA may dismiss prior to charge filed in Court 10. JUDICIAL PHILOSOPHY Less control over implementing 11. OTHER PD vehicle costs up Less disposition consistency (various attorneys & judges handle cases) { l�0/12530 Revised 11/16/87_ PAGE ,7 x SEE OPTION 2 REDUCED SERVICE (Minor traffic & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES: STAFF (1,5 FTE) 35.150 215 FTE $ 52.200 13 PT 23.500 CITY ATTORNEY 91000 18.000 OTHER DIRECT EXPENDITURES 14.355 17,650 POLICE OVERTIME 20,000 18 ,Ot)O ixk* TOTAL EXPENDITURES REVS MISDEMEANORS $ -0- $ 9.450 MAJOR TRAFFIC 7;500 7,500 MINOR TRAFFIC 170,880 140,000 PARKING550 f TOTAL REVENUE 'jjj&jjA X-*** j j2A X ! NET: 5104,425 $ 40,950 K * NET DIFFERENCE: - including benefits - Judge's pay in contractual services x court appointed attorney fees up mm for all courts - indigent defense cost'reoowery incresAid a8e - less Washington County charge backs?? NMNMNNNNNNNNMNNNNNNNNMNNNNNNNNNNgNNNNgNNNNNNNNMNNMNNNNNNNNd1NNNNNNNNNNNNNNNNNNNN CAS GAD: MISDEMEANOR District Court 1,650 MAJOR TRAFFIC District Court 100 MINOR TRAFFIC municipal Court 4,000 PARKING Municipal Court 400 CIVIC CENTER ROOM NEEDS PER MOM: 32 Town Hall 6 Town Hall Conference Room - 16 hours each r (see room use schedule - Page 24) (1 M.NNNN.NNNNgNNNNNNN#NN�YNNNNNMgNNNNNNNNNNNNNIfNNNN#NNNNNNNdONNkNNJINNNNNgNNNNNNNNNN�IN lw/12590 .Revised 11/16/87 PAGE 6 Lmit..+ i OPTION 2 # CONSIDERAl IONS 1, FTC Reduced FTC (Ry 1,0) would leave: .5 Records/Count Manager 1,0 On II 1 2, CITY ATTORNEY Reduced City Attorney 3, POLICE OVERTIME Slight increase (1116) r 4. COLLECTIONS CONTROL parking collections Retain control over minor traffic & pa ng ; Reduction in revenues: Collections efforts loss intense Receive 547G-traffic fivv & 0% mind. fines ; a., COUNTY SERVICE CHARGE BACKS the option of charging cities for Community The County is discussing Correction services and jail usage in conjunction with misdosuch services ant s! and major inc Cases.vestigations,ve ti�gation�, formal probates ion. jail services, etc. F be anp The charges may be assessed on: 1„ only those cases sent by Municipal Courts,, ar 2. any case cited in a local ,jurisdiction, whether sentenced through Municipal, Justice or District Court, With this These charges would have & major impact , eCity. tion t®Gity woo d have no ontrolortheuseof the P c servis. 4, SERVICE TO CITIZENS Maintaining local service on minor traffic/parking only. Misd/Mai, Traffic — inconvenient — greater distance to County 7, IMAGE Confused commitment to annexed areas/service to citizens 0. CIVIC CENTER SPACE IMPACTS Reduced meeting room use with -minimumreduction in parking 9. ADJUDICATIONS Fewer. DA may dismiss prior to charge filed in Court 10. ZUDICIAL PHILOSOPHY a Less control over implementing it. OTHER PO vehicla costs up Lass disposition consistency (variousattorneys 6 judges handle cases) Nava existing system to m&nmgo caseload Cleaner for police officers than Option 3 ro: jurisdiction of case 1w/1259D Revised 11%15/87 PAGE 9 OPTION 2 + REDUCED SERVICE WITH NIGHT COURT (Minor traffic & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES• STAFF (2 FTE) $ 44,205 X 2,5 FTE $ 52.200 1J + PT 23,500 CITY ATTORNEY 9.000 18.E OTHER DIRECT EXPENDITURES 14.355 3.7.650 POLXCE OVERTIME 20, X** 18.000 "it TOTAL EXPENDITURES L MUM REVENUES, MISDEMEANORS $ "0' x 9,450 MAJOR TRAFFIC 71500 7.500 MINOR TRAFFIC 170,680 1460800 PARKING — 4 TOTAL REVENUE &J $ NET: $ 95.370 w N '� 40.9500000000 K �Mi1 NET DIFFERENCE: 54,4Z0 — including benefits + , 3ud9o's pay in contractual services & court appointed attorney foes up �++�* — for all courts ata — indigent defense cost' racovory increased ► _ lees$ Washington County charge baeks77 NNNNNNNNNNNNNNNMNNNNMNNMNMNbMMNNNNNMNNiaNkNNNNNNNNNNNNNNNNNNkNNNNNNNNNNNMNNNNNNN M160CMEANOR District Court 1,650 MA3OR TRAFFIC District Court 100 MINOR TRAFFIC Municipal Court 4.800 PARKING municipal Court 400 CIVIC CENTER. ROOM NEEDS PER MONTH: 32 Town Nall & Town Hall Conference Room — 16 hours each (seed room use schedule — page 24) C, 000000000"""N" #N lw/12590 - Revised 11/16/67- PAGE 10 OPTION 2 + CONSIDERATIONS 1, F FE _ would leave; .5 Records/Court Manager Reduced FTE (By .5) 1,0 OA 11 .5OAI 2, CITY ATTORNEY Reduced City Attorney 3, POLICE OVERTIME Slight increase (11X) 4, COLLECTIONS CONTROL rk collections Retain control over minor traffic & parking Reduction in revenues: Onsu Receive it 50%-traffic finesons efforts less 3& 0% misd, fines 5, COUNTY SERVICE CHARGE BACKS The County is discussing the option of chargingcities for Community Correction services and )ail usage in conjunction with misdemeanant es AV and major traffic cases. These charges sentenanct inv stigations, formal probation, jail sebe an lrviesicatc, pre sante The charges may be assessed on: 1, only those cases sant by Municipal Courts: or 2. any cast cited inocaljuCourt, sditionwhether sentenced through Municipal. Justice District u Those major impact the City. with this option the charges would have no cntrolorthe use of thservi es, 6. SERVICE TO CITIICNS Inergasing local Mlsd/Maj,Tra�fficsarinconvenientvice on r-tgreater distanraffic/parkiwith night court, ce to County 7. IMAGE Confused commitment tb annexedaraaslsarvlca to citizens 9. CIVIC CCNTER SPACE IMPACTS Reduced meeting room use with minimum reduction in parking 9. ADJUDICATIONS fewer. uA may dismiss prior to ch*rgte filed In Court 10. JUDICIAL PHILOSOPHY Lass control over Iwplemcntl:Ig 11. OTHER PD vehicle costs up Less disposition consistency (various attorneys & judges handle cases) Have existing system to manage caseload Cleaner for police officers than Option 3 re: jurisdictl.►n of case - � - lw/12590 Revised 11/16/67 . PAS -11 s will immill OPTION 3 EXISTING (Limited Misdemeanors-other than Washington Square, minor traffic & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES: ' STAFF (2,5 FTE) $ 52.200 2,5 FTE $ $2,200 +� 17 + PT 23,500 # CITY ATTORNEY 16.000 18.000 OTHER DIRECT EXPEND ITU RES +41.150 #+r 17,650 POLICE OVERTIME --'—Qa** ww16�004 ## TOTAL EXPENDITURES WL REWNNUUEo,S,1 MISDEMEANORS $ 10,590 $ 91450 MAJOR TRAFFIC 7.500 7,500 MINOR TRAFFIC 170.900 140.800 PARKING 4.560 •-4.-550 TOTAL REVENUE �, R' , 11=22 '� ** NET: $ 64,160 a aM# 40,950 N#aar� NET DIFFERENCE: 23,210# # - including benefits a# - Judge's pay in contractual services i court appointed attorney fees UP a - for all courts *a*+� - indigent defense cost recovery increased w**#* - lass Washington County charge backs?? NNNNNMNNNNNNNNNNNNNNNNNNNNNMNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN CAS , A ; MISDCMCANOR District Court 11500 MAJOR TRAFFIC District Court 100 MISDEMEANOR Municipal Court 150 MINOR TRAFFIC Municipal Court 4,800 PARKING Municipal Court 400 CIVIC CENTER-ROOM-NEEDS PER MOUTH: 107 Town Hall & Town Nall Conference Room - 49 hours each Meeting Roars -- 9 hovers (see room. use. schedule -- page 24) NNNNNNI�NNNNNNN`NNNNNNNNItlNNNNNI�NNNNNN!►lIN�1NNNNNNNNNNNNNNNNNNNNNNNNNNNI11�dNNNNNNpNNNN - lw/1259D Revised 11/16/87 PAGE 12 OPTION 3 CONSIDERATIONS . 1, ATE Status Quo — .5 RecordsjCaurt Manager ' 110 OA II 1,0 OA T J. CITY ATTORNEY Status Quo 3, POLICE OVERTIME Stat'is Quo 4, C04LECTIONS CONTROL Retain contral over minor traffic, parking S limited mild, caseload Reduction in revc.nmes: Rocluivetai50%—terofffic finesorts less il,tenle 0% misd, fines S. COUNTY SERVICE CHARGE DAMS The County is discussing the option of charging cities for Community Correction services and jail usage in conjunction with a►isdame►ar►ant and major traffic cases. These charges may be on such services as: pr4r_lontenance investigations, formal probation, jail services, etc, The charges may be assessed on: 1, only those cases sent by Municipal Courts: or 1, any cans cited in a local jurisdiction, whether sentenced through Municipal, Justice or District Court. These charges would have a major impact on the City. option 3 allows a limited control. 6. SERVICE TO CITIZENS Status No. Washington Square misdemeanor caseload at District Court 7, IMAGE Confused commitment to Washington square A. CIVIC CENTCR SPACE IMPACTS Status Quo — parking and meeting room shortages 9. ADJUDICATIONS Status Quo. DA cosy dismiss prior to charge filed in Court to. JUDICIAL PHILOSOPHY Loss control over implementing It. OTHER PO vehicle costs $3500 existing Li;s disposition consistency (various attorneys t judges handle case) Have existing system to manage caseload Confusing to Police officers ra: jurisdiction of case 5 Iw/1259D Revised 11/16/87 PAGE 13 OPTION 4 ENHANCED EXISTING (All misdemeanors—including Washington Square. minor traffic & parking cases) ' PROPOSED CURRENT BASELINE EXPENDITURES' STAFF (4 FTE) $ 86,900 X 3,5 FTE $ 52,200 X 13 + PT 23,504 X CITY ATTORNEY' 30,009 18.000 OTHER DIRECT EXPENDITURES $6,000 17.650 ' 161000 X 1� skit* POLICE OVERTIME - TOTAL EXPENDITURES WAim U=W REVENU•S• $110,510 9.450 MISDEMEANORS 7,500 7.500 MAIOR TRAFFIC 170,080 110.000 MINOR TRAFFIC 4,550 4 5 PARKING TOTAL REVENUE L121" "*o s NET': 02.540 9*"* S 40,950 KNE //' NET DIFFERENCE: Nks $41,594 +� > including benef#.tr — Judger pay in contractual r+srviccr 6 court appointed attorney fear up N** — for all courts + — indigent defense Cort recovery increased -. less Washington County charge tucks?? NNNNNNNNNNNNNNNNNNMNNNNNNNNNNNNNNMNNNNNNNNNNNNNNNNNNNNNNNNNNgNMNNNNNNNNNNNNNNNN MISDEMEANOR Municipal -Court 1,650 M MISDE TRAFFIC District Court 100 MINOR TRAFFIC Municipal Court 4,000 400 PARKING Municipal Court 400 CIVxC CENTER ROOM NEEDS PER MATH: 173 Town Hall Town Hall Conference Room _ 82 hours 9 hours each Meeting Roam (see room use schedule -- page 24) t NNNNNNN#NN�NNNNNNNNNNNNNNNNAtNNNPiNNN#NNAi�1NNNNNN#NNNNNN�'NNNNNNNNNNNNNNNMNNNNN�4NNN PAGE 14 lw/12590 Revised .11/16/07 7 OPTION 4 CONSIDERATIONS 2, FTE Increased by 1,5 -- to include; .5 Records/Court Manager 1,0 OA III 1.0 OA II 1,5 0A 1 I, CITY ATTORNEY Increased by 40% 3, POLICE OVERTIME Slight decrease 4, COLLECTIONS CONTROL Retain control over minor traffic, parking I all misdemeanant caseload No- control over major traffic 5, COUNTY SERVICE CHARGE BACKS The County is discussing the option of charging cities f®r Community Correction services And jail usage in conjunction with misdemeanant and major traffic cases, These charges may be on such services as, Are—sentenanco investigations, formal probation, jail services, etc. The charges may be assessed oni 1. only those cases sent by Municipal Courts: or $, any case cited in a local jurisdiction, whether sentenced through Municipal, justice or District Court, These charges would havo a major impact on the City. Option 4 & 5 gives the City the most control over the use of services. With Municipal Court handling all of the misdemeanant caseload, the judge can use his discretion in ordering community corrections services. 6. SERVICE TO CITXZENS Increased commitment to citizens, Washington Square Misdemeanor caseload heard locally 7, IM4IyGE Consistent with annexation promises 0. CIVIC CENTER SPACE IMPACTfi Increased demands. TH & T14CR — 03 hrs/mo, each Jury Room — 9 hrs/mo. Some additional parking i office spwce needed 9. ADJUDICATIONS Increased control. All cases have charge filed in Court 10. JUDICIAL PHXLOSOPHY Morar control over implomenting 11. OTHER PD vehicle costs reduced Moro disposition consistency (1 attorney fins handles case) Need to enhance existing system to *AnagQ caseload Clear jurisdiction of cases to Police Officers Indigent defense and Int:orprator's costs up IWAIS90 Revised . 11/16/07 PAGE 15 OPTION 4 + ' ENHANCED EXISTING WITH NIGHT COURT ` (All misdemeanors—including Washington Square, minor traffic & parking cases) ' PROPQ�EO CURRENT BASELINE EXPENDITURES' STAFF (4,5 FTE) $ 94,430 # 2,5 FTE $ 52,200 X 1J + PT 23,500 GI'fY ATTORNEY30,000 18,000 OTHER DIRECT EXP'Eti'3DITURES 86,000 Xaa 17,650 1,000 POLICE OVERTIME - - TOTAL. EXPENDITURES $ 4 ' REVENUES_L r/[WI�1 bM MISDEMCANORS ;118,510 7,500 1740,6 71 MA70R TRAFFIC ,00080 149.900 MINOR TRAFFIC 5 PARKING 4 S TOTAL REVENUE S 1t�tltiP1122=2 Ildtitil , NET; 75,010 S 40,950 N at► NET DIFFERENCE; ;14,060 t� - including bend ite * - judge's pay in contractual services & court rppointed attorney fear up as - for all courts 9*** - indigent defamse tort recovery increased t� - legs Washington County charge backs?? NNMpNC1NNNNNNNNNNNNNNNNNNNNNNNNNNMNNNNNMNNNNNNiVNN�VNNNNNNa�INNAtNI�kNNNNNNNkNNNMNNNN AS WA MISDEMEANOR Municipal Court 1,650 MAJOR TRAFFIC District Court 100 MINOR TRAFFIC Municipal Court 41040 PARKING Municipal Court 400 CIVIC CENTER RGOe'f NEEDS PE H: 173 Town Nall 6 Town Nall Conferenco Room _ Rg2 hours hours each Meeting Room (sae room use schedule - page 24) k11lIkNNkkNNNNNNNNNNMNNNNNNMNNNNNNNNNNNNNNNiiNNNNNkNNNNNNNNWNNkf1MNNNNNNNNMNNNNNNMN PAGE 16 lw/1259D Revised! 11/16/67 d - • OPTION i + co�EEa 1, FTE Increased by 2 to include: .5 Records/Court Manager 1,0 01'1 III 1,0 OA II 2,0 OA I Z, CITY ATTORNEY Increased by -40% :3. POLICE OVERTIME Slight decrease ' A, COLLECTIONS CONTROL parking & all misdemeanant caseload Retain control over minor traffic, pa No control over major traffic a. 5. COUNTY SERVICE CHARGE RACKS The .County is discussing the option of charging citits for Community Correction services and jail usage in conjunction with misdemernant and major traffic cases. These charges may be on such .services as; pro-sentence invoass eosseds n , formal probation, jail services, etc, Tha chargesy b 1, only those cases sent by Municipal Courts: or 2, any case cited in a losel jurisdiction, whether sentenced through Municipal, justice or District Court. Those charges would have a major impact on the City. Option A & SWith gives the City the most control over the use of servicer. Municipal Court c�oni� ordoringall of hcommunity rcarroctiansanant oad. the ludge can use his discretion services, 6, SERVICE TO CITIZENS Increased commitment to citizens. Washington Square misdemeanor caseload heard locally and night court added. 7. IMAGE Consistent with annexation promises •. Civic CENTER SPACE IMPACTa Increased demands, TH & THCR — 82 hrs/mo, oath 3ury'Room — 9 hrs/,no, & office space needed some additional paring 9. A03UDICATIONS Increased control. All eases have charge filed in Court to, JUDICIAL PHILOSOPHY More control over implementing i t. OTHER PD vehicle costs reduced More disposition consistency (1 attorney firm handles case) !deed to enhance existing system to manage caseload �� Clear jurisdiction of cases to POAce Officers Indigent defenso and TnterprQ+:er's casts up PAGE 17 lw/12590 - Revised 11/16/87 OPTION 5 FULL SERVICE (All mizdemeanors--including Washington Square. major & minor traffic. & parking cases) PROPOSED CURRENT BASELINE EXPENDITURESi STAFF (5 FTE) $112.550 at 2,5 FTE 4 $2,200 # 13 + PT 23,500 X 35,000 181000 CITY ATTORNEY OTHER DIRECT EXPEWITURES 102.775 17,650 15 it�Ht ]8.GOO Xisit POLICE OVERTIME TOTAL EXPENDITURES LIALW= `U REVENUES1 MISDEMEANORS 5116,560 $ 9.450 15,900 7,500 MAIOR TRAFFIC 170,660 148,600 MINOR TRAFFIC 4,552 . -555 PARKING C TOTAL REVENUE 112"Cl UZgA= WN"* NET S 44,585 xe**aa $ 40,950 WA-KN* NET DIFFERENCE: 5,.615 +w — including benefits #0 — 7udgo't pay in contractual services & court appointed attorney fees up *N* — for all courts **k* — indigent defense coat recovery increased ONN04 4 — less washington County chergo b&cks?? NNNNf�NNNNNNNNNNNNNNNNNNNNNNI;NNNNNNNNNNMNNNNMMNNNNNNNNNNNWNNNNNNNNNNNNNNNNNNNNNN MISDEMEANOR Municipal Court 11650 MAJOR TRAFFIC Municipal Court 100 MINOR TRAFFIC Court 4.800 PARKING Municipal Court 400 CIVIC CENTER ROOM NEEDS PER MONCli: 220 Town Nall t Town Nall Conference Room _ 106 hours hours each Meeting Room (see room use schedule — page 24) MNNNNN:BdINNIMNNIFNNNI�NNWNWWW�IWWNNNNNNl91tllilNdINMNNNNNNNNNNNNNN��NNNNNNNNWNNNNNNNNNN.MNN la/i2590 Revised 11/16/87 PACE 19 t OPTION 5 CONSIDERATIONS Y, FTE to include: 1.0 Court Manager increased by 2.5 3,0-OA 11 2,0 OA I (This option would require a Records Manager appointment) 2, CITY ATTORNEY Increased by 907- 3, 0-3, POLICE OVERTIME Additional decrease 4, COLLECTIONS CONTROL Retain maximum control 5, CouNTY SERVICE C63ARGE SACKS The County is disass and �it he option of usage in cities misdemmeeanant Correction servic and major traffic cases, Theseformal eo pation, Jailcservices+,sOtc, pro-sentenance investigations. probation, The charges may be assessed on; 1, only those cases sent by Municipal Courts: Or y, any case cited in ,x local jurisdiction, whether sentenced through Municipal, Justice or District ionC4out5 'Those charges would have a major impact on the City- With gives the City the mostcontrol f the misdemea int casaRload.c the Judge Municipal Court handling can use his discretion in ordering community corrections services. 6. SERVICE To CITIZENS Full Service commitment to Citi:ens, 7. IMAGE Fuel Service imago 8. CIVIC CENTER SPACE IMPACTS Incraaatsod demands, TH & TNCR — lot hr'/mo. aaaach Jury' Room+ , l8 hrs/ma. Incroasod demand on porking Increased demand on office 'Paco g, ADJUDICATION' Increased control. All corse' have charge filed in Court 10. JUDICIAL PHILOSOPHY Most control over intplea�tnting 11. 01'NER PD vQh1clo costs reduced More disposition consistency (1 attorney firm handles caso) Need to further enhance gistin3 Major traffic r#quiro ntensamecaseload trialsto Clear Jurisdiction of cases to Police officors (` Indigent defense and Interpreter's cost's up Jury trial costs atime increased nd Self-reliant PAM 19 1w/1254D Revised 11/16/87 , OPTION 6 REDUCED SERVICE WITH rAJOR TRAFFIC f•. (Major S minor traffic &parking cases) PROPOSED CURRENT BASELINE EXPENDITURES- STAFF (3 FTE) $ 68.515 2,5 FTE $ 52,200 1J t PT 23.500 CITY ATTORNEY 20,000 18.000 OTHER DIRECT EXPENDITURES 37.645 17.650 , POLICE OVERTIME 194,000 N** 181000 TOTAL EXPENDITURES =*Mg WL REVENUES- MISDEMEANORS $ —0•-- 0.450 MAJOR TRAFFIC, 15,900 7,500 MINOR TRAFFIC 170,440 146,600 PARKING 4,Hp 0 TOTAL REVENUE NET: $ 45,970 �� �'�i50 rs M NET DIFFCRCNCEi $5,020 00 +I including benefits Judge's pay in contractual services & court appointed attorney fees up sew — for all courts Mme — indigent defense cost' rec$very increased dee* a less Washington County chargee backs?? NNiYNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN�'NNNMNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN fe A—S-EOM -MISDCMEANOR District lourt 1,650 MAJOR TRAFFIC Municipal Court 100 MINOR TRAFFIC Municipal Court 4,000 PARKING Municipal Court 400 CIVIC CENTER ROOM NEE'OS PER MONTH: 126 Town Hall & Town gall Conferenca► Room — 54 hours each . Rooting Room -- 18 hours (sea room use schedule — page 24) NNS'NNNNNNNNNNNNNNNNNN'NNNNNNNNNdNNNN"4fNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN ' ler/1259D Revised 11/15/87 PAGE 20 3 OPTION 6 CONSIDERATIONS 1, FTE — to include: ,5 Records/Court Manager t' increased FTE (BY •5� 0 OA III `a 1,0 OA II ,5 OA I r 2, CITY ATTORNEY Increased City Attorney (11x • 3, POLICE OVERTIME Slight increase (5x) 4, COLLECTIONS CONTROL wining Retain control over minor traffic parkir� coll€�ctions while �' control over major traffi». Reduction In revenues; Receive 0% misd, -fines 5, COUNTY SERVICE CHARGE BACKSthe option of ctlargin9 cities for Community y sing The Countis discuswith ant Correction serviceca# , jail These charges cmay beion s ch services nus! and major traffic f i pr*-sentenance investigations, formal (Probation,) onthoie scases sent by The char+pcs may be assessed on. Municipal Courts: or (Z) any case cited in a local tract jurisdiction, whether sentenced through Municipal, justice the City, With Court. These charges would have a major option the City wouslelohave d e no control over the use of the services on the misdemeanant ca Q. SERVICE TO CITIZENS Maintaining local �major distance tuc+Gountyxrk ny. Misdemeanors .- inconvenient greater 7. IMAGE Confused commitment to annexed areas/service to citizens R, CIVIC CCNTCR SPACE IMPACTS Increased demands. 114 & THCR — S4 hrJury /mo.Room °aY® hrs/mo. Additional parking L office space needed g. ADJUDICATIONS Fewer. DA may dismiss prior to charge filed in Court 10, JUDICIAL PHILOSOPHY Limited increase in control over implem#nting 11. O'fHFR PD vehicle costs up various attorneys & judges handle cases) Lass disposition consistency ( e ca►seloa�d Need to enhance existing system to ""g 3 rs: jurisdiction Cleaner for police officers than Option ction of case " � PAGE 21 lw/1?53tD - Revised 11/16/87 MUNICIPAL COURT STUDY — RElATEO ISSUES TO CONSIDER a Future of District Court — scope char-_e backs ' ` a State law changes -- future of Municipal Courts o City image/service to citizen o Increased population and demand trends o implementation/Absorption a politic#tl impacts with any change/modification o Civic Center, apace a Major traffic ravenve,s difficult to knew Costs, triads and paperwork for cases extensive a Justice Court future uncertain o Evening court options a Legislation - update process & jurisdiction selection process o Increesod investigation charges o Timing of City Attorney's in process o City prosecution options - City Attorney's Office, in-house, or contract with other outside attorney's firm lb/Y253® - Ravisad 11/16/87 PACE 22 3 2 0 C14 - o � 2 k k4 t S 2 o Tim _ _ w 414 k k ® a £ ' E m ^ mr � k K . 7 v - - - E b o of Fl: � / { dw $ dw w at � 2 w g e— w ® b # ■ waw - � w k t / w §9 © m 2 2 rdClogo . k Im Ix AP . g� 0 . . 1w 1259D . , Revised 11/16/87 Page 23 a x x 4A C4 i v7I a!! at1zz = � X 1 X x x x x x ab Q N M N •-�•. N a I 44 "C1 zir. w 1 w N = D CL u t x � a a 't w x v � x a •i+ Q N 1 1 1 � M IN ,a a Q;zIK a q�► � C A � tr s� vl NC H � M [,(/ • 4 � fit Is 4D 0I ty a ft 0 C) 4 r � z %. :wc � °'� a w K = ft C6 to, N 6 K go .� K v or a o u y v �+ .t .a a st o a 7171 04 ft _ cEA.w 1u�1259D Revised 11/16/87 Fuge 24 t zi s � kn 0 i va Q a 1 L 44 01 a 46 M a uL ,d sd r.l s 48 8 � w •r 4A A .10 r+ •r u d 8 CL .0 ro ° ..� L T 4 $ 48 a ft M L. -� 10 � M A 0 V I a u a ,u N ..' AA 1*4 AA M u U. M M LL M V M .0 OX U p ¢..eY ..q AJ a •wy M 6. C C t o �•• C n �- " C u (� 3 04 to W Rp ac. Q H * 7F � y 6 lw/1259ID Revised' 11/76/87 Page. 25 Exh � b � � � Mr.MJRANDUM CITY OF TZGARD, .ORUGON 10; Honorable Mayor acid City Council 1'ewruary 1, 19t;R FROM, Jill Monley arid Court Study Conmiittoo SU10ECT: Municipal Court Recommendations The Court Study Committee has been roviewing possible -options for court service do�ivery for the City of Tigard since Juno, 1907, In October, wa had a good discussion with Council in a study session which generated many paints of follow-up, Due to scheduling difficulties, we have boon unable to continua that discussion at several subsagvently plannod study sessions, however, updated informational packets have boon providsd to Council members, At tF►is time, due to significant increases in workload, we need to make some decisions and move forward, I have discussed this with tho City Administrator who is in agreement that it is now time to make a firm recommondotion about the futura of the i'igard Municipal Cnuft, As you will recall from our study session dixcussion on October lb, 1947, wQ triad to break possible options for court service delivery into logical alternatives: Alternative 01: No Municipal Court Alternative 02: Minor Traffic and Parking Only Alternative N!: Existing; Minor traffic, Parking and Limited Misdomeanors Alternative #4: Minor Traffic, Parking Arid All Misdsmaanors Alternative N5: All Cases (Includes Major Traffic) Wo than contrasted those alternativota to the level of sarvic@s w@ are now providing (# f Existing). As the study has evolved aver the last three months, we have tried to incorporate your comments and now data. This h+sIli resulted in our dropping further consideration of Alternative N 1 and for tho tima being dropping further consideration of Alternative N S. As referenced by the attached memos from Judge Tony Palsy, our Legal Cour'sul Tim Ramis and the Chief of Police David Lahr, continuing municipal court Indefinitely -under the existing scenario (Alternative 0) is discriminatory to the Washington Square merchants. This is because misdemeanors from other' parts of the City are handled in Tigard in Municipal Court yet misdomemnor•s gonoratod at Washington Square are handfed in Ililisburo in District C",�iurt This has not been a major problem to darLo however. we under-stand there is iv) expectation of Washirgt*n Square arid its merchAnLs to Pro" the+s w* mindemea►nors locally, It is the unanimous recommendation of the Court Study Committer that our C Municipal Court move toward expanded service and that this move -i-1xpp�►n gradually over time, as systems, facilities, and opportunities allow. We realize that if wa wQra to take a strict dollar approach to marking ar decision about where the future of. the Tigard Municipal Corirt lies, it would bo more net revenue-producing to reduce services to the Alternative N 2 level where we are only dealing with minor traffic and parking. However, this pure revenue Court Study Recommendation Menai patje 2 aspect. }tas not been our sole consideration. Throughout this study, we have been focusing on providif9i quality -service to our citizens whiI` simultaneously maintaining a positive cashflow. This service viewpoint has boon a strung consideration of ours duo to discussions of existing sc•ruic-t• leuels .+r:d uaair+tainin�� these st'rvica 1t�Wels tt, current. .ar►d nt•w r't•sidt•nt. .+���} busintusstes. Tht: t;oaui:ittaa Felt t}�:dt euen "though moviraj i.txaa►Yi .+a tuwi:nl itu• total mistic-mioanor lead from Washington Square reduces the not r+!vc•nu4 nt•t City, (though still producing a $11.490,OO net gain when compared to currOt� base line figures) the service benefits derived by citizens, merchants, and homeowners outweighed the adjustments in revenue, following is a description of the phase-in that ,thQ Court Study COMA"n�norittt►;af f is ►^ecoaaa►ending. It addresses the immediate problem of procossir►g duo to the increased caseload, accommodates better use of existing f4c,ilities by immediately adding an evening court service. and allows for fur0wor ,assumption of Washington Square caseload slowly as 4cilit;ies h+are of ti:." Civic Center can accommodate that expansion, (A) Immediately advertise for one regular full•-tiaile person to itc-OP up with processing the recently increased laval of minor traffic cages, Thi* will allow the needed additional .25 FTC for increased caseload. ,50 FTC -evening court impact. and .25 FTC preparation for mcirdomloj,nor phase-in in absence of court managor this summer, (p) Effective March A. i908, adjust court hours to provide for one avoniny court session per week. The emphasis of this evening court would be to process high volume. low time requirement cases. This ,should reduce the parking problems experienced during the day a at h Civic Center and assist our citizens by offering them an opportunity y so maketside better l utilization oftworkingr spacQse inethatge.theme can is i of ll can bo Sime make overlap of staffing, Hire office Assistant I (from stop A) Man 08/09 budget based on Municipal Court expandod to a1sum0 0+11 misdemeanors on a phasod-in basis during that fiscal year. This will include adjusted rates on indigent defense, revived maths+ci o remunerating judges, bast estimate interpreter fees, incroasad court cost chemo back amounts. (C) Perfect internal procedures: strspamlino case dovolupmant, cl.'vc+ll-tV local rules, policies and procedures for judges, CA0416, st..rf'f, attorney and the police oeapartmont. This will roa<lly tisk0 placr.c' c+vty A four month period or time.. (D) nogin rmuierw by Coyrt Study Cammittro of fingor printiciti, tt.+iil iff, trAnsporting, security evnd subpoena snrvicos. Update the TMC with the Crimin^1 Coyle And exantint city vs, st0tr charging method and other necessary changes. ( Civic Center expansion/remodel recommendations acvmilAblc. this will determine whetherthe ph*%*-in should begin in 7/86 or upon..co Plr.tiun of future expansion plans.- *** *Y'(*T}IIS DETERMINES TIMING OF WAr11??1GTON SQUARE P}SASE--IN„xsxM01y (:curt 'Study Reiuuuuend-A iur► Memo Aage 3 r (E) Remodel court space at Civic Center. Notify th►� District fitt,sr-no a�f intent and schedule for 01,41W-in of n►i sdotrw,itiors, (F) Hire ,a FTE to support staffing adjustment in order to handle phase-irk of misdewt)anors. Begin phase-in by citing13% of Washington Vuarc a►isdomuank.r: i�► municipal court, City Attarnay begir► District Attorr►Qy type of re"Ow o►r mixdom-oNv mr casos rather that court statf, (G) , Court Study Committee review of phase-in and additional focus or► collection of uncollected rovenues and other court support nuodx basod on actual enpurience (bailiff, security, etc,), (H) , Continua phase-in by citing an additional 13% of Washirn ton Squaro Mid41 as mors to municipal court, (I) , Court Study Committee review phase-in and success with uncollected revenue efforts, (x) Continue phase-in by citing the balance of Washington Square misdemeanors to municipal court, (9) . Court Study Committee review of total phase-in State law changes Justice Court City ini*go>servi€e to citizens Court charge backs Incroased population and do"tand trends C.us4load Other? do:29070 'a MEMORANDUM ( CITY OF TIOARU; ORF("J 10, Honorable Mayor arid City Cour%vi l 3.inurwy 27, 1988 FROM, Judge Anthony Polay, Jr„ Spnivr audg.: SU03LCT; Municipal Court 'Study Committee Reounwaondation e Upon reviewing the abovo Co►►►rnittea's rocommondatiori for ;*n enhanced servico lavol for, Municipal Court, I wanted to take an cap;nirtunity to shares with you conusents from my perenaet1va, I support the Committee's recommendation to phase in the Washington Square misdemeanant caseload. The current Court staff are highly skilled and capable of handling the challenges which will come with this change, With the phasod—in the CourtQservicecaseload rendere►dtto the Tigard i0n, it is itizenbathat this plan s As you ara all aware, any modification of the caseload will reaquiree policy And procedure changes, I will continue to work with all parties involved in the Court process, on an on-going basis, to ' resolve such things as: case and hearing schedules, uniform judicial procedures (process consistency with all judges and staff members), forms streamlining, administrative process review, necessary TMC revisions. courtroom security, etc, Also, I personally believer in the virtue of municipal courts in the judicial system, While judicial philosophy is administared by the judge in any court system, a 19SAI court has the advantage of first-hand information on which Stu baso docisions, It helps that a municipal court does +tot haev@ tho wide variety of cases 'nor the largo geographic area to cover as dear a district court. In being able to respond to tha g@ogre+phi€ and sociological noeds of a community (such as dealing with juvaniies), justice can bo butt-or a►chieeved can an individual and community-wldo basis through Municipal court, It has boon my honor and priviledge to #arva as the Senior 3udgre of the Tigard Municipal Court, It is my goal to continua to be sensitive to the noods of then citizens and community while performing my judicial rosponsibilirios through this period of growth Pend change. lw/29220 MEMORANDUM { CITY OF TIGARD.- ORFCON TO, Monley J.+nu�rry �a, 1 vHta FROM; t)avid LQ41 SUIOUCT" Court Study peconumendation Impacts on the Polite Uel►;-Artmvnt, The Court Study Committee hao asked me to addrsrss the impacts on the Nol icc DepArtment of the recommandud course of action for the Tigard Municipal Court. Since the exact timing of many aspects of that implementation u,i►nnut bo precisely determined in advance, we just need to recognize that whun thoy do occur there will be ramifications which affect the Police DeparLmont. Generally speaking clarifying the types of cases handled in our MunicipAl Court will be beneficial, This will maker it easier for that officur on tho street in citing cases and it will make it easier for citizens in our community in knowing where cases are going to be handled, When I say citizens, I moan both individuals who ore cite►: a+nd victims of crimes, whvUler they be citizens themselves or merchants and other business owners. I can categorize specific impacts on the Police Department into two, amass coordination of effort, and work impacts. Coordination of Effort; With all misdemeanors occurring within tho vity limits being handled by the Tigard Municipal Court, coordinotion AiI stkff of the different parts of the city can be maximized, Dockets can bit prgsarod which will coordinate batter with working shifts and spot ific Polices officer schedule%, Thu logistic arrangement botwoon Muraivillml Court and police offices will allow officers who are waiting for ►wurt appearance to make boot use of that waiting time. Arai of courso tuttwel b+atwoon Tigard and District Court: will be significantly roducod .and limited to mostly major traffic instances and felony caarus, in addition, tho roviow and odjustmont process on An ongoing basis can be modified to b4#%t fit our orgaanitartionaal nee@ds. In past court study discussions, 1 heaver hosrd comments about significant roductions► in police ovortirur out, to handling call misdomeannors here in Municipal CourL. In my opinion, there will dofiniterly be ata reduction in t;raavel Linact and in "down" tiosw llaswvvor, in view or the total Polico noporLn►►►r►L uveriiI budgsvt, thio ►tt .a lessar savings than the benrtfit of m:+kir►; tho boot u>rit of wl►,at. 4., r►,+w comhlo ely "down" time idhile An officer is waiting d'ur- their, vaave it, .•,surto up At District Court. } Work impacts: The second impact affectirlq the workload is n��w1y rt study proc,►ss we. as identified by us. Throughout this couLr•ansporLiT9 have recognized tt►at the need for bailiff, fin3arprinting. and security functions will be increased as we handle more misdentoanors, Onr. suggestion was to trair► a clerical person to fill this rale. ll�wever. ir► researching aLate stsatuW%:s, we find that in Oregon we must uav •+ "asdorn" person to carry out tho majority of 01es4 functions, As w%' increased misdemeanor caselo-id, the need for this kir►d of a function to be filled will continue to incrcase the ia►pact on workload in the Polis Department, In looking -it options on this, i would prtiopose that wo de%elop a new job classification which is a "sworn" position but ►►k►t an on-the-stroet patrol person, ytlis position would be trained to aurva ' functions similar a sheriff or deputy and could also porform a numb r. of those non-patrol duties that our existing dice officers do, htawev+lr, w{auld not be out on the street writingcita+t +ens or rosponding to calla. In this way, we could lump those kinds of octivities And rnaxi�aiAo tt+a uaa of our work fares by allowing the patrol diviuion W focus .or► Patrol-related noods, 6urtk►or study of tkie concept Of A new kind of "sworn" position uhould be drone bofora our proposal is uubmitted to you, In the enwmtima, as pk►asa-in occurs we can fill in with oappropriateexistinglpwould sand court personnel aru a`Arto� we have had a chance to studythis witk► alo 1 ik,e to come back to you proposal,,, bruary 1, I am not a to attend the Council infornation ssion noododoby you in your decision that this memo provides you with making, co/2906D r r�. O'DONNELL, RAMIS. ELLIOTT & CREW ATTORNEYS AT LAW 1727 N.W.F(OYT STREET PORTLAND.OREGON 97209 `T (3021 222.4402 DATE January 2?. 1988 TO Tigard City Council FROM Tim Ramis and hen FOS:, City Attorney's office RE Municipal COUrt Study Our office ha, been asked to comment on the Municipal Court shady work group's pecommendaltion that the City Council expand court operation: by shifting traffic arraignment to evenings and by phasing in prosecution of misdemeanors arising at Washington Square. Because our office plays a dual role -- serving as both prosecutor and general counsel to the City -- we will comment from both perspectives, As proaccutors for the City, we agrees; with the work group that if any change is to bis made to they existing court structure, the court should prosecute all non-traffic misdemeanors which &rise within city limits. We believe that expanding the range of ca9ds proaecutod in Municipal Court will have the following impact; - it will provide uniformity in the prosecution of misdemeanors which are currently divided between two caparatel courts; -- It will provide, greater local control over the prosecution of non-traffic criminal cases within city limits; -- It will provide a1 more logical separation between Municipal and District Court functions; -- It will provide a service to now member+, of our community that is not presently offered to them; and -- It will allow the possibility for greater coordination between the prosecutor's office and city police department. An prosecutors, our office stands ready to provide all necessary support, advice and coordination to implement this, or any other, recommendation adopted by the Council . Speaking as general counsel to the City, we offer an additional perspective. The Council is being presented with an option that raises an important policy question! On balance, how much weight . f 'million Isom •,a, r E c O'OONNELL, RAMIS. ELLIOTT at CREW ATTORNEYS AT LAW 1727 N.W.HOYT STREET f PORTLAND.OREGON 07ZOO i 15031 222-AA02 I DATA: January 27, 19t3s TO Tigard City Council FROM Tim Ramis and Ken Fox. City Attorney's Office � BE Munie:ial Court Stud Page 2 y } k should be given to fiscatl considerations as opposed to service considerations in reaching a decision on the future of Mun3e;ip31 Court? biased on information provided by the work group, adopting the work group recommendation (previeausiy referred to aei "option 4- plues"f , would extend service to another part of the community at the cost of lowering net revenue. From a figcol standpoint, we aro reluctant to advise the City to elect ars option that will substantially increase costs while lowering not revenue. 3n addition, we are mindful that a number of factors beyond the City's control may cut oven further into Municipal Court revenue on a state-wide level . These factors include county charges-back for services rendered and other potential leegi®lativo changes. Assuming the Council elects to weigh services more heavily than fiscal considerations, the city Attorney's Office, speaking as general counsel, agrees with the Municipal Court work group recommendation. f KHF:dd . 1/2?/©8 Original Memorandum to: Tigard City Council. cc: City of Tigard - Administrative File . MEMORANUUM CITY OF TIGARD. ORCGON T0, Jill M.,nley. Gonununity Services director January 3K, 19HN FROM, Nadina Robinson. Court Manayar f�� SUVICT: Municipal Court 1�,tk;dy Co,n►mittee Reconunendatie�n I have boon requested to give my parspacti"- as Court Manager, on the Court Study Committee's proposal to increase the misdemeanor caseload boinj processed in MunictrAl Court, I can support the proposal recognizing that to increase caseload will require additional staff, space. and court time, 1 sea the need for a phase-in of the caseload which will provide a safety buffer to Identify and resolve unforeseen complications. I would like, to focus an the issues I havo considered as Court Manager, Initially. my biggest concern was the Court's ability to assimilate the increased caseload in an efficient, professional manner-, Through vtowing other Municipal Courts, District Court, and receiving input from the District Attorney's Office, I believe, with additional staff and some changes in our Court processes, we can provide Quality court service. Phasing-in the caseload will allow Court staff to adjust workloads for increased efficiency and personnel scheduling for proper staffing. Beginning the phase-in the first of July will give the appropriate nambers of the Court Study Committee an opportunity to review the criminal section of the Municipal Code arid recommend changes to enable the Court to hear a wider variety of cases- arW conform with applicable laws, By that till►@, we aisa plan to have policies; and procedures in place regarding caseload management and Court rules, ill especially important that we aeeomplish th@so tasks prior to assuming the misdemeanor caseload as I will be b*ginning a►n B to 12 weak maternity 10411e the first part of holy, Space and room constraints have been moniioned as a consideration. Additional casoload City-widewill policyequire outliningreased room tho priorityusa. It uld be Court will be givoneforicial to room usage, vO a Although it is not an arca we have diocussed, I can see* POsitiva ra►mific+stions, for Court staff, brought about by a change in caseload dthot incroases not only volume but also the complexity of the work being new dimension will be added to staff's rospor►sibilitias and will provide thcnI the opportunity to increase their knowlydga of criminal law and the crimir►Al justice system, With the staff, prosecutor, and judges, we currently have, I believe, we have a good bast to begin expansion of our Court. As with any new growth, I would onticlpato_ that the Municipal Court will have challenges to overcome; however, with the added input and ongoing review of the Court Study. Committee w0 should be able to make needed changes to overcome the hurdles. sb/29400 � ice. M m A J3 � N q M �+ 040 � C• .r � fM► C+• w .-�.r f+it•��*+.++ m � Q 4 O Q •M M r1+M r+M M C 26 {a. 2+. k 4. ti ii ti w is 4 .2J 46 or Ahs p p •.1 n h p �l1 8 Q C C G C rC ON i 46 Q AS AA 46 ,6b •.1•.1•.y wl W4 W4 W4 vV4 to AS VIA .y •r 44 taw w 1! A 00 'cM S¢8$ 2811 CiL W4 we « 1p 411* W4 J .J J t� AS AS .. ti I 14Ad � S d 4^ AS 16 we 00 A-11 M e� T Y..W L G. pK d 7k p C tom. L � v a AS 0 a AS Ah ,6 os.w ¢¢q —4 an As LLatr d U 1 L AS0 d G-�+� C �' +,, g L L� tAi 7..�.w O S � by WOG -p O O ac CSAS Aj114 ' PAS' 0 2C £� U > i3OOO2 ' p� 4X O O pyo�O� of 12 - - L L M ra m C N M ID OI C ol a..Er z a 0 0 x ZXZ .JL. 4. � � 1-- n N W4 a ty 1� t�ti ia� 26 A v 44 4a C C C C C 6i It ,c Ab N "4--4 wl+.4 -4 N ♦ F +A h ��s C4� .moi.�.�.�.r,¢.a "" CO CCCC•rurr C 4 is ell dot �i . w�i+M �+ . C M !i s 49 0 iA k i iii Ah Aa L' ta46 44 44 IfA 49 Sr. L'Z !►. C Lo N M wYa d 31PM 4-410 Ah ^ f' A& ga 19V y �, NO CL h Ai 44.U. 0 'c M N C .tea,v m G E E •.r S. N 6 I-},. I Al N •c c a c q �� N O 0-0 0 L .,� Q �", 1" ► !tet - w�� a�.C.r 4'.w y 4a. G, la 0:� ¢ a L i...w £� � M K XSJJ� so r-c L V Aj Ca u uA,4:r.w to xac�e ¢ g s ate. va 3C•nooz c E - ul � Page 4 of 12 1 • N M ar N � Ntd J �Md N W � W cz CE ^ AS n a a W Its wa tv a s " u' 4t oae o ac AA t' a Page Cif 12 OPTION 4 + + ENHANCED EXISTING WITH NI+9 C)OURT (All saaisdemeanors-including Washington Square. minor traffic & parking cases) PROPOSED CURRENT BASELINE EXPENDITURES: STAFF (4 FTC) - ,5 :ingr, $ 83.800 i -5.z,,21v ' 210 OA 11 1.'5 OA I ' ,5 FTE of the above is for the existing increase in traffic Garea, C. 0) CITY ATTORNEY 25"000 . OTHER EXPfNDI11,lRS 57,150 (Judger $34,000) POLICE OVERTIME 14,500 TOTAL EXPENDITURES 1BOA50 A/A 9 tUSDEKANORS $ 39,150 2 9,41 MA M TRAFFIC 7,50 Z S40 �* MINOR TRAFFIC 166,090 V3 PARKING ...-.485 i.y+J 9 TOTAL REVENUES NET: $126,040 M*iireib /lJ, NCT DIFFERENCE FROM CURRENT BASELINE: - including benefits �Hb - xudge's pay in contractual services & court appointed, attorney fees UP K** — for all courts * -- indigent defense cost recovery increased — logs washington County charge backs?? .. MNMNNNNMaNMI�pNNNNNNNNNNNNNNlO�NNMNNNNJd�YNNNNNNNNNNNNk/l�NM4'tIMNNNNNN+yAiNNNiiiitlmh'NNMilli AO• MISOMANOR Municipal Court 550 MAJOR TRAFFIC District Court 10A MINOR TRAFFIC Municipal Court 7.200 PARKING Municipal Court 400 CIVIC CENTER ROOM NEEDS PER MONTH: 173 Town Pull. 5 TosAerr Nall Cunfes^Qnce Rooms = 71 hours each Meeting Room - 9 hours IiAlN1tNNNIPNNNNNNNNNNNNgNNNAINNNNNNNd�NNNNNNNNNNI�i�NNNNi�"NNNNNNNiYNNNNNNAFNNN1tlNNNNNNNNNN Page 9 of 12 ' i i i i i i CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY ,t AGENDA OF: May 9. 1988 DATE SUBMITTED: ISSUE/AGENDA TITLE: Petition from PREVIOUS ACTION: Anton Park Association PREPARE( BY: Randall R. Wooley ; L0 T DEPT MEAD OK TTY ADMIN OK REQUESTED BY: � PoLicy ISSUE Receipt of petition from Anton Park Association, INFORMATION SUMMARY rittachod is a petition from property owners in Anton Park roquastinij that SW North Aakota Street be closed at the north odge of Anton Park, I have met with a doletlation from the Anton Park AwA"iotion and discussed their request, Southwest North Dakota Street is a ;i►inor collector roadway. Normally, closure of a minor colloc.ter street; would be out of the quostion, lik)waver, after discussing this proposal with tha Association delegation, it appears that there mt, be $omit unusual conditions ir► the Anton Pork area whish could support their request:. I indicated to the delegation that sta►t'f reviow of their proposal could tentatively be schudulod into our, work progrom for Juno. I pointod out to them that, after w thoroutyh rovitaw, staff maty or a►ay riot support Choir proposal, In ordor for thi.ir proposal to be implemontod, thio Comprehensive Plan Transportation Ma►p would noad to be modified. tic►arings would be nocovsAry boforu the Planning Commiuvion and tho City Council . Thea Association dolagation indicated that; tboy undorstood my position (Arid ghat they worn sa►tisfiod with the propoaacl for uta►ff review in 3une. Staff reviow would include coordination with omor•cgoncy *or•vi(,-e otjoncios and coordinr►tion with the City of Beaverton, F+.�am'u�ri�ahi''_r'T"".nnerr.M.+.c'.'mrr'_'.•n.:,'sn�u"T.e,�.•-,rae�s..,N.Tc_•LLn.m.::,.n.e��•-r.�.x�irn.:.:..�;rr_tiA'.:�ti�mR.m'F _�r^•�:,,� .m-:-,,.,>-�' .7._irh;:�:.'i'iu,:u�i'i.eii.�•ci'L.c�,.mr,.n-3�n' TVfS CONUD�'.i i, Receive and file, with furthor conulderation to be givon to the request upon comploticm of the staff review wed report. 2. Direct that no further crnsidoratinn be given to this proposal. �_._..__ewp"�.3�5.'72'w:,C 9.'"YBw'."u`P.w�u° $ "'Ru"iW"�.S.4Li:,'Lam.I:;FGtI:L61w{.,&4J76:".®.."?i��.�.�'Am'!9t'�Li ,"µ'�''c2+1L+u.5�"vu.?'.rlfi.9i!.1.iL9n...�'�rw••.••""y;uJ'L•.:9Cy'�'.'.I"'°!!" ;�lu"zsL".,�'�"51ffi . E.scC ;MPAn Analysis of any fiscal impacts of the proposal would be included in the staff review, SUGGESTED ACTIdN Receive and file with the understanding that staff will review the proposal and prepare a report to the Council at a latter date (tentatively June).. ht/4439D x ;qf April 20, 1989 Tigard City Council 13125 S,W, Hall Blvd, p,o, Rax 23397 Tigard, Or 97223 Honorable Mawr -And Cxzncilot The property G,,w.WM of ,k,,ton J'ark, a aubdiviaiyn of the city of Tigard, tient that S.W. North 1.r:skot,.a at.rc t bt c4oa,1 off per'rr►gnantly to thmigh traffic tea acid-ds�c���c, ']'hits t tlmde-ase la pr'S�poa0d Gln S.W, N�;rth aAkota street balow this oout.ta entrance tx.) Mehdow 0w..k Ajvv rtm"•►ta (; exhibit 1). Tile puree of this clnWd is to ret.-*i.n the Anton Park Area for ita primary deajgnatiott ad :a tv)ai.dtntial noighborlux)d. Trsffic leveln 4TV n6w heftvy on S,W, North lkAkota atrv�tt, ThiR high traffic level i.e primarily dusts to i.ndividu.-Al.cr uoirg the t3trsxst to avoid tsieuales rpt t.1ie intr^acxrtiona of S,W, N�arth l:k�i�trr ancd �hollra Ferry Road and aYmOr. Rt Scholle Ferry RcxNd tand SM. 123et, lktvels�3 nt,a now underway at: the ir,*et»t+cti.on of S.W. Not-tti lj�tkota tsnd Ferry Hobd lncludt,s an urgency metdiv%l conmer complex, a 13 1-child c."city day dare center, and 4 4' unit aubdivi.c3ion• Additi,tanal traffic int,n)dtati"d as z9 Mcgul,t Of these developmente, ate well eats the apeod on $orm-nto (125th) to, 45 M.P.H„ will i.nC1\')ne<e the ta,#ffic volume and rp in 'tx#ytnd that Of ea .,minor colloctor" tstr t to that of as "major collector" atrr�ot, do,,I riment ally impacting th" nPUhtxarhrxxi onvi rvonment„ [>xt t and ongoing probl+trtxo aw►cinted with th-t erne of S•W. North 1Akot ea ot:roet rata identified here 1) Uaweroun ent.r�,nt; for childmn/yexarig i'emi.li•_+a• -- Children ute S.W. North U3kotft ot, at syn acnPr°,rs to I.iurronrlaket lark. Riding hicyclen/nka"_ rda to the park 1.6 corwAl, rhxv)&rrrats "near micesen" by motorictm (including one In which a 15 fx)t skid nvirk wae� recardnd when a motorist mrrowly mi.cr�ti hitting a child) curate ra danorous park acts for childrf-n, -- Thos stain y of rhildrtn *waiting school lxzseer, in morning hours during high traffic pe-riodr, produc+�ia a €significrant rink. Additional traffic during early morning houre3 tstowminw. from the 130 child daycare ce-nter will increase rick to children. -- Children playing in their tam yards are at rick if balls roll into the street and they run to retrieve the ball without looking. 2) Unsecure neighborhood for protection of property. -- High traffic and easy accessibility to major arterials have contributed to an increase in robbery incidences (Sturges, 12/86; Ching, 1/88; ftohlf. 2/88). _- High traffic area lends; itself as a "cruise" area. The result has been vandalism to property owners' yard lights and car windows shot out on two different occasions. f -- High speed of caro traveling on S.W. North IL-ikota has resulted in mail bz-.x units being kncx:,kedd dowrn t a-e tin)es over a six month p-eriod. -� Mid epeads and the inappropriate use of S,W, NO th Llakota by non-residents, results in through tr4ffi4 passing on the left, amind propei" owners trying to tu17A left -nto (or exiting :fMm) tliair drivewaya tuid eul-d&-aac:s. Often this 4,��urs wit»11 diretiticx) traf f is. .line in aze,�a livability. C-Ovenanta, �N-ietB end roattric!tieir3 were for the k,:'Lcti lark cubdivialon U--a protest livttbil.ity. 111e hitih txaffl[� Md app; levolra tle mt.lvely afft�t't, rtei4htx3rtioc4 livability. 4) lk�l inn ill p1X)pr1r1'y valuoen' r . 7111•0ra lttxar erl QUI-raptly 4411, and offetod for sale! --ql S.W. North D$kota cat,root Aro unno ld, AoN-,ttijitlg the li.st.ir r•oalt.ot•, thI6 in dQe to M4911 t;t•af f i C V011"_)o MICI h igt, nisi )evN l n, �= cat u tly' c-e!mi iml !-Ares rrv-jgirLq flv-n $d��,i►t)i� to $110,0oO+ tetva t*4,zsn t� tativs�ly i►n ot, i. 1t, is ge:nt-rally ro"x liz•li by real ar3t��tM nawitiaeta that txaay r3tr tr, pt^oiporty vnl4th tar�c��c�c nrerit�s, m_ Inability to nall rom-ii-nirg proport,y aitr,n drae U� hWh traffic tat,d l iv:abil i t,y in;auha will mr3ult, In unnight.ly «rt►pt.y IOU,'. and 1,11e o,I-j,sottm►l.ty goat of lower t,ax Mvt-,nuevi to the City fre" lnwNr t,�xx v�lta+a c+nsanNrtx�rttra, SIGNIFICANT C13MMS Q,ignificnnt oioa have t,nkesrt pine si.ncga t,l�rt t,irn?r tl)e �te<^inion waw mtid tc, e Stet, SX W, North 1Akt)VA #,ra Schol l n Forr'y Remid, `l hon t ohatven atrengttten tho Doo-i1 1�0 c�lr)ae the atr-),�3t; whe_-r6 AntAui Park tre.�otB MNNA&M Cf k Amrtmattt a 4nd t.hr rlew cubdivir3ion on North I>alt��t.a at,r t, �t>�rrga fact,�,r•i� are noted b"lowr 1) Chang^ In epe.*A- limit to 46 M.R.H. on 1 dht,h (Sorrento), the mtrf_-:t leading directly onto :i.W. North Llsknta, croh4^3 significant ,(_trnr for the Anton P&rk property owners. Traffic pt(x'seedi.ng acroi;B Scholl-c Ferry Road t%t 45 M.P.H. icy tvtn lesjs likelY tD Blow to 26 M.P.H. 2) A 130 child daycare conte-r near the corno-r of S.W. North Dt&.ota and Scholla Ferry Read will. intrroduoc additional traffic into the Anton Park area. P armite driving to arcd from the day care cenfeir, lMA% ix, dropping off or picking up children (and anxious to avoid high penalty charges for late arrival. at the center) will tra_r✓el at; hi,ab ci along S.W. North Dakota. 3) Proposed chwwe in route of 125th (Sorrento) to meet 121st. A Beaverton pmvoeal to route 125th directly into 121st maker, the need to eliminate through traffic on S.W. North Dakota even more ece.ential since xholls Ferry traffic will continue to bypaer, the intereection via S.W. Wirth Dakota. F } x Considerations of the city of Tigard as noted by Randy Wooley, City Engineer, area f 1) EMERGENCY VEH1t.L: ACCESS Ambulance service is provided by Metro West, located at Scholl$ Ferry Road and Hail . Backup service is provided by Tualatin Valley, located at Pacific Highway and Walnut. Access to Anton Park and surrounding neighborhoods will be unchanged under our proposal . The Fire Department access to Anton Park and all surrounding areas is from Progress and will be unchanged. All surrounding neighborhoods will retain multiple access routes, 2) CITY COMPREHENSIVE PLAN The comprehensive plan approved in 198did not include S.W. North Dakota as a connecting street. to Scholl$ Ferry Road. There is some confusion as to when this decision was changed. Randy plans to � E research this issue. 3) COST OF SIGNAL LIGHT AT aW NORTH DAKOTA AND 5CHOLL5 FERRY The cost of e signal at this i ntersec:t i on continues to be Just;i fi i ed { since it will provides service to a 304 unit dpart-.ment complex, a AD unit single dwelling subdivisican, daycare parentsv and patients of the urgency clinic. Additionally, a light on the beaverrton side of the street nece55it4tes one on the opposite Tigard side. We, they property owners of Anton P4r'k, petition the city of 1'i Bard to change S.W, North Dakota street to a cul-de-sac at a point .lust south Of the Meadow Creek Apartments. Sincorely, NAMEcADDRESS j --------------------- ------------ V11 ----------- V1t L_ - --------------------- -----------_---- .. --------------- ------_-_-__--- -_.._- -------- r i ---Y---------- 15001 � .--------------- } jz----_---_----------- rr ..S�.: ___1L� _!,✓ j __ --------------------- NAME AAARESS Std Jfj xat �t�t*c �a5�1r� .�.�_ ij�3r� I VO I Ll r I .. , i v •,4 1 NA*E ADDRESS At a � � '�'' . .�.. •f•__�-'��`.! !'u�rpt�;i'+�,� � .. 112 41. a k =' NAME ADDRESS LO r i s MOM ADDRESS 1 9vI. . 1.c'� .,. `` �:.,, ..i f J'10_ �,�y) �'..,�=dam��`� .• er-" oS W �. �d� I i'• ti � • �� .. IiVi■�tu �� tt = . tri► r rr�.n� ��� mini r all loomwon j Omni r it mammal IN r MUM r • r � X11 . � � � ,�� ��� �� HIM�, i �► rat ■ �� iii t!� .r. i t - �* ���� CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9. 1988 � DATE SUBMITTED: May 2 1988 �. ISSUE/AGENDA TITLE; Authorize PREVIOUS ACTION: Payment for TVEDC Membership -- 1988 PREPARED BY: Bob Jean DEPT HEAD OK CITY ADMIN Oh REQUESTED BY: — LICY ISSUE City involvement in regional economic development coordination, INFORMATION SUMMARY J'hQ City fiat been a member ;af IVE.OG for sovoral years, Our, 1996 renowal io now up, Staff 90norally support* thiY typo of program, but wanted to spocifie:ally remind Council of our inuulvomont, >,�1=;,���,.,�.�,�—;a�..,.r.=.,,�„�t;-.�..n��,,.:,.,,,,,�.-;�;,.�..,m�t„�;..:,,u.n;,�,R,r: ..m-�,,,,.�.•.�,.�».,.;e.. m��.�..:�„ ,..,,.:d .;a�,mn„„®�m�.��.,m,..",�„� ;..,,�;..,». ALIT RNFeI',�E� f C7N �t�Rl; ` 1, , Aut:horita City membership, 2, Discontinua City ri►emborship t......1...:.«.:',........ .:...�...... .... ... ...��...:?.s....._'3_ ::_i.�?....: i..:..u..1...i✓l.+., '.w.y...,.�:'..i�..i. ....__:�_:?4._.C.:Lw...;i� 4! A...1:'" .t.._..�.si`yt:.:„..3':.:.�Z. IS'6b 1M—PAg1 1, $250 mambor,6hip fund• are ovai lablo. 0ur,G-E- pAN Staff rocommmnd: Council outhoriration of City mmmborship in TVEDC for 2966 at $2501, cw/4546D TUALATIN -\ALE j ECW )tIT1\ � l: . 1 : t April 14,1988 Robert .Jean, City Administrator City of Tigard 19128 SW Hall, Tigard, OR 97223 Dear Bot: Thin it an exciting time at the TVEDC. We aro involved in mAjor rosearch pr©jocta, joint ventures and information programs which support and reinforce the position of the Tualatin Valley as the economic hot spot in the State of Oregon. However, our leadership and these essential projects an4 programs can not continue without your personal and financial support. Throe.+gh our efforts, Washington County is now included in the Oregon Marketplace program. This outreach will, be a►dminiatered jointly with the PDX Marketplace. It is an Oxciting opportunity that we can't afford not to be a major player in. Banofits will be reaped from these cooperative efforts throughout the entire metropolitan area. The TVEDC is leading the development of a county wide economic forecast. It will be a first in this region and invaluable in ita long range scope. The forec4ati.ng will be conducted by experts at the University of Portland. All this, along with our ongoing business retention and marketing efforts and a concentrated +effort to work aide by side with the Coldachmidt administration has resulted in positive returns for businesses and residents Of the Tualatin Valley. The TVEDC and its Board are: very pleased with our organimation' s growing influence and involvement. You should be planned tool Enclosed you will find your 1988 billing statOmOnt. Wi+tho»t a doubt. TVEDC and its 200+ members need your continued involvement. Our organization is the best method to leverage your dollars and see results. 1987 was a very productive ]rear, with your help, 1988 can be even better. Sinc el?, Robert 11. Colfelt Paul V. Phillips Chairman, TVEDC Board President, TVEDC Pres:dent, Valley National Bank enc a 10170S.W.NimbusAvenue • Suite 11-1 • riigord,Oregon 97,223 • {503)620'1142 TUALATIN VALLEY ECONOMIC DEVELOPMENT CORPORATION STATEMENT April 14, 1988 CITY OF TIGARD 19125 SW lull, Tigard. OR 97229 Attut Robert .loan, City Administrator 1988 MEMBERS11IP DUES $250 Please remit tot Tualatin V811e7 Economic Development Corporation 10170 SW *.;imbue Avenue, Suite H-1 Tigard, Oregon 97229 i MINIMIZE CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: may 9. ;988 _ DATE SUBML14W: MaV 0 1968 < ISSUE/AGENDA TITLE: Authorize______ PREVIOUS ACTION; Ma bent For I-5 Corridor Assn-_ PREPARED By: Bob Jean Membershi _ 88-R9 REQUESTED BY: DEPT HEAD OK CITY ADMIN O POLICY ISSUE City involvement in regional economic development coordination. 1NNFORMATIgN SUMMARY The City toad boon a mombor 4f tho I-5 Corridor Auuo i.%tikin As an Associate Momber, The Association, in their attached lettor, is askir"I that the City become a Full Member at thio time. St:Aff swpporta this rogw06t. 1, Authorize City Full Momborahip 2. Continue mombraruhip ou an Asnociato Mumbor 1, Discontinv.e City momborship. 4..r ��:Lt•'f77I4'S.�.'!- .'.'N.k:S'ii.«"�l.n...�GL'..'jL'4d._........:ilLv..:Ll.:.iJ.. u: C1AL, IMPACT 1, $3SO for Full Mombarship funds are avallablo, Z, $150 for Associate Mambarship -V- funds tars aavailablo. :;UCG STEE) ACTION Staff recommends Council authorization of City mombarship 86 a full Man+bar of the 1-5 Corridor Association for 1980 cw/4547D t I-S CORRIDOR A-V>OCLATION AJT�41 :!7, t`jr, j3oo ,:jty of P101 tax Z)T L*11 tild C.01'riciOr., Az-a"soci4tion 4 ,: %-;o W411 1�0 of collt-Act )"Or;�oyi Witt', th , You m4 tli,4t poyz4orl tmtll W.o Ar) recjjv:aLozj 4,o lmvlo;N04 i� thp re)iow-ll and tbv illvoic'e, rofl(wt-i WG# art, tc) rtill of ope'r;ItIo14, it t1jr4 Mal kcA ill,,) t-�i 0 j o t.i I v,r tom Vy 00"ItIL't I VO tilt' -, Qjt,V ot V4,jav4i 4m our hi ' Vill - # 41Wtj-1j1J �-J,l I , - ):[til the 1-,) clt4v;� ,t o ejet-arl:1mv fiS'w Wa ccltl het vo,�q tlo�) c,Itivn In our llu4mdorlv,. You W411 r-1,110 ilt It) Ilu ov)f- V,p ,jty'g e)(J.J.c'JQJT4 Will relY Uh 11;4 eor t h"v o Y t,4"0 1)ti w(' a r;k t hn t t1; y c)I q,I r cl 1)ca ceyno a jo ki m ot:ibk?r a I c)riq with Tuolntirl, wilaonvillo Arid ohr�rwood. we aro ackincy tho City Of lxtke $4atjo. Wo J"(!1jtV*- t110 eitios dr,rivc` t1 i(3 Ific nt 1)0r)-41t from Out 1r,;X1fA0-r1c(, <)n(j wo 1101), /0 ti)It *350.00 yr yei r qood illveme'tini-mv. A r01)rV9"rJtatiV0- Of O)o 1-; ('C)"16of An9()C1--Jt1e)r1 Will t)-t' C"11119 YOU within tliq noxt tt�rj dayv to (jrtermino It you will mupport an upgrade? or. Carol berkley Lxocutive tArector P.O. Box 804 Tualatin,Oregon 97062 (503)692-4611 4j(J ` 1 CITY OF TIGARA, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF; May 'S, 1988 PATE SUBMITTED; May 2, 1988 ISSUE/AGENDA TITLE; Approve Surface PREVIOUS ACTION; Water Management District Formation Agreement Rep 1e Grant USA TR01TA-R :D BY; Cathy Wheatley DEPT HEAD O CITY ADMIN 0 REQUESTED BY; Bob Jean atsracwrswas�saa waaws�awt=s.a.ama�ae�rscs sea �ti7, rae------aaa3v.asraaww----sa-asw-x:acxaa�aa: POLICY I UE Should the City of Tigard participate In the cost of a preliminary study to establish whether a district to administer region-wide storm water management is feasible? w,,.,s,w..sw..rs+rrrss wrrrwrwrww:awasarwrrrr:raawrwac+.+ra.wsawrxw.s.a+sass$wwraasawaraswrm�w�.as:.r INFOkMATION SUMMARY �o The issue of sur;Saco water management in Washington County has been an issue of toncern. They attached Surface Water Management District formation agreement is a second draft that has bean distributed to all cities in Washington County by USA. Tigard's share to fund the studv is $23,335; this is basad An $1 per capita of estimated city population. The estimate used for Tigard's population wgs tho July 1, 1987 certified pnpulatlon estimate from Portland State University. USA has requested the City to exocute the attached agraoment no later than Juno 1, 1988, should wo decido to participates. (Not"t The scope of work is attached as Exhibit 2 to the Agreement. *►wwwrrsrrrrrwrrwrss wsswws..rwwrwws ww+�rsw werrrwwwwrwrrra w..rwrrwr��+ws wraw+r+rwra w swss r ALTERNATIVES CONSIDERED 1.. Adapt the attach€d raanlution and authority the Mayor to sign the Agremont. 2. Request further information and table consideration to May tai, 1988- 3, Determine the City should not participate at this time and request staff to notify USA of this action. r wrwsr w wwwwwsrsrsr wows srwrr r�wwrwwwrrwws+wwswswwwwrw r errsfr rrw rrswswwsswrwwrrwwr FISCAL IMPACT 1. 423,335 2. N/A 3. N/A w wr+srrsrrrrsrw+rwswwwwuww�ersrrr+swwrwrrs estrrr,s�wwwwrwrrswrwwaersasr�trrrrrsirssrrsewwrsrr SUGGESTED ACTION Alternative 01 Motion to approve the resolution Attached. cw/4548D UN FIED SEVVERAGEAGENCYGFWASEgNG'ON CGUNIY April 27, 1988 Honorable Tom Brian Mayor of City of Tigard P.O. Box 23397 Tigard, OR 97223 Re: Surface Water Management Dear Tom: Thank you for your letter of January 140 1988, and Robert Jean's letter of April 19, i988, responding to Draft No. 1 of the Surface Water Management District Formation Agreement. Agency atoff is also looking forward to the opportunity on May 9 to present your council with additional information on the status of our role in this effort. Draft No. 2 (and hopefully the final draft) is enclosed for your review. A copy is being sent to all of the cities in Washington County. it incorporates a number of revisions based on input from chs various city staffs and councils of viashirgton County. Those itemised revisions are enclosed. The Agreement together with this letter addresses all of your specific concerns outlined in your two letters. Those concerns and resolutions follow! 1 . Washington County Drainage Study Steering Committee - Washington County and Agency staff convened the Steering Committee at a luncheon meeting on April 14. We presented them with a status report and received input from them on the Agency's proposed formation effort. While this meeting marked the and of the committee, Agency staff looks forward to continued involvement from these individuals. R, 2. Basin Equity - This iasue in one of many that will be explored during the preformation activities. Each participating city will be represented on a policy committee as designated in Section 3 of the Agreement. 3. Representation - Provision for city representation on a policy committee is designated in Section 3 of the Agreement. a R, ISO North.qhst Avenue,Room 302 Hillsboro,Oregon 97124 Phonew,.603/048-8621 Tom Brian — Mayor of Tigard April 27, 1988 Page Two I would appreciate hearing back from you at your earliest convenience, if the City of T�.gard derides to participate in this effort, we would like to have the Agreement executed by June 1, 1988. This deadline allows us to remain on our planned schedule. Should you have any further questions or concerns regarding this matter, please don't hesitate to contact me. The Agency staff involved in the Surtace Water Management District preformation activities appreciates your cooperation; we look forward to the possibility of working with you when the process becomes formalised. very,,5u1y� your Robert C. Cru nager collection S} kms Division ,deb Enclosures k fUNIFI]EDSEWERAGEAGENCYOFWASMNGTON COUNTY May 6, 1988 nonorable gest Brian Mayor of Oity of Tigard P.O. Box '23397 Tigard, OR 97223 Dear Tom: Duo to concerns raised olx minorstaff"revisionsoha ave boonmadet onthe uple countyi^ e ► r surface water management pictri.ct Formation Agr�em�ntttevisest to, closed for your review, in Recitol No, "form" to «inVeatigate formation of, " Similar revisions are made 3 is an throughout the document. 1 certainly hope that these changes do net cause you any .problems. Please do not hesitate to call me it you have questions. Very, uly.lyours t � 10, it ert C. Cruz, Manager Collactjdrk/Sy,at*ms Division /eta Enclosures r iphone:503/848-8821 150 North Fust Avenue,Boom 302 Hillsboro,Oregon 97124 �W),-L, T SURFACE WATER MANAGEMENT DISTRICT FORMATION AGREEMENT REPAYABLE GRANT This Agreement is between City of Tigard. Oregon, and the Unified Sewerage Agency, hereinafter "City" and "Agency". Recitals 1. The parties have authority to enter into this Agreement pursuant to ORS Chapter 190; and pursuant to the contract between Washington County and the Agency* attached hereto as Exhibit "i" and by this reference incorporated herein. 2. It is in the public interest and of benefit to the parties to investigate formation of a County Service District, pursuant to ORS Chapters 199 and 451 or to investigate addition of a function to the Agency pursuant to said statutes, for surface water management including all or part of the Tigard River nssin; 1. It is contemplated by the parties that, if such district is formed, it may be operated and administered by the Agency, pursuant to authority obtained upon formation and subject to further contracts with cities and counties, 4. it is the purpose of this Agreement to provide for a grant of funds from the City to the Agency, for use in performing all tasks related to investigating the formation of such a district, as provided in ORS Chapters 198, 199 and 451, to be repaid by the Agency or District as provided herein. These tasks are more Surface Water Management District Formation Agreement Repayable Grant Paye Two fully identified in the Surface Water Management Scope of Work, attached hereto as Exhibit „2" and by this reference incorporated herein. The basis for the amount of funds herein is one dollar per capita of estimated City population in accordance with attached Exhibit "3" and incorporated herein. Now•, therefore, in consideration of the mutual promises and covenants contained herein„ the parties agree as follows; 1. Agency will establish and maintain a separate fund, to be known as the Surface water Management Oictrict rormation Fund. rands deposited in this Fund shall be used only for purposes related to investigation and possible formation of a surface water management district or expansion of the Agency's authority. such funds shall be utilised for those reasonable and necessary axpensas incurred under ORS 451.435, ORB 198.705-.845, ORS Chapter 199, and other applicable laws governing formation of a now district or expansion of the Agency's authority. The Agency shall follow all applicable laws in administering and expending such funds, and shall follow the project budget, included in the Agency-County Agreement, attached hereto. Surface Water Management District Formation Agreement Repayable Grant Page Three 2. The City of Tigard shall deposit with Agency $3,333.00. This sum of funds shall be deposited no later than July 1, 1988. The Agency shall use the funds according to the terms of this Agreement. 3. The Agency shall create a committee to provide general policy recommendations for the process. The committee shall include one member appointed by each participating City Council, the Washington County Board of commissioners, the Board sof Directors of the Agency and other selected agencies and organizations with an interest in this process. The Agency shall provide quarterly progress reports on the process to City staff and officials. 4. Funds deposited with the Agency under this Agreement shall be a grant for the purposes provided herein This grant shall be repaid to the City as follows: A. in the event the district is not formed or Surface Water Management function is not added to the Agency within five years or as the parties may further agree, funds expended shah remain a grant to the Agency. Funds not expended shall be returned to the city in proportion to its contribution to the Fund. 8. in the event the district is formed or Surface Water Management function is added btained, and to the Agency, and funding is 0 ` Surface Water Management District Formation Agreement Repayable Grant Page Four subject to the appropriation of the district governing body, the grant shall be repaid in full within two fiscal years of formation. payment shall be made from District funds, or from Surface Water Management funds of the Agency, as appropriate. 5. This Agreement shall not be construed as a charge or obligation on the Agency's sanitary sewerage revenues or funds. In no event shall the grant be repaid by, and no charges shall be made against, the sanitary sewerage revenues of the Agency. b. This Agreement shall take affect July 1, 1988. The term shall be five (5) years, or such earlier time as formation of a surface water management authority shall occur. DATED this day of _ _ , 1988. City of Tigard, oregon By Title APPROVED AS TO FORM: Lags -:ounga UNIFIED SEWERAGE AGENCY By Title APPROVED A5 TO FORM: Legal Oounse 1 EXHIBIT 2 SURFACE WATER MANAGEMENT SCOPE or WORK The Unified Sewerage Agency ( .'SA) is a county service district that provides sanitary sewerage services to a 123 square wile area within urban Washington County, Oregon, and small portions of Clackamas County, Multnomah County, Lake Oswego and Portland. The Agency serves a population of approximately 300,000. Recognition of problems in water quality, flooding, funding and lack of consistent responsibility for Sturm and surface water management have lead the Washington County board of Commissioners to contract with USA to lend u process to determine if a regional surface water management district should be formed or such responsibilities added to the Agency to deal with these problems. Since USA must restrict the use of its funds to sanitary sewerage work, this process will be accomplighad through grants from Washington County and several cities within the County. The potential new district or surface water management program could include all of Washington County, plus some adjacent areas• or it could be smaller. The process is tentatively scheduled to begin July 1, 1980 and and with an election in November 1969. This process will include extensive public involvement in the shaping of a final organizational, financial, engineering and operational proposal that will be put before the citizenD dt an election. The agency will be hiring public involvement, financial and facilities consultants for the procoss. GENERAL SCOPE OF WORK The general scope of work for the project ist raise public awareness about the issues (water quality, drainage deficiencies, gaps/overlaps in responsibility, and the impacts of EPA regulations on surface water management) - provide information to the public. on ,such things as the benefits and costs of various storm and surface water programs, possible formats of a district, and various options for funding methods and levels. involve the public in identifying problems and goals for storm and surface water management �., -- incorporate feedback from the public into the final prmnnsal made to voters. allow the public to decide at an election whether or not a district should be forted or Surface Water Management function should be added to the Agency -. The following scopes of work identify the specific components of the project: PUBLIC INVOLVEMENT SCOPE OF WORK The proposed budget for the Public involvement Process is $130,000. 1. Baseline information: identify information that will help in designing the program, including identification of opinion leaders and other target audiences, knowledge of the issues, existing opinions, how people want to be involved, positive/neegativea' issues left over from previous County process, information sources (e.g. people, newspapers, group newsletters) , and community resources for the process. 2. Public information/Zducati.on: Design and assist in conducting a public information/education program that includes a wide range of offectiva methods and tools to present general and technical material, promote interest, inform and promote involvement. 9. Public involvement: Design and assist in conducting a public involvement program that uses a wide range of methods and tools to eaffectiveely engages the: public in a dialog about the issues and incorporates public feedback and comments in decision making about goals, problems, � financing and facilities, nevieaw and :analyze the e:ffeactivan&ss of the process at key points and make adjustments where necessary and feasible to accomplish awareness and involvement goals. 4. staff/soard Education: identify additional skills and knowledge needed for the process and provide training to fill those needs. 5. Advisory: Advise staff and the Agency's Board of � Directors on a variety of issues, including but not limited to: timing of efforts, how to develop credibility with the public, potential pitfalls, eztc. FINANCIAL STUDY SCOPE OF WORK The preliminary budget for the financial work is $60,000. 1. Review and become familiar with the information available from the 1982 Drainage Masterplan prepared by James Montgomery, and the 1988 Drainage Masterplan reports prepared by Kramer, Chin and Mayo for Washington County. The KCM Masterplan report is made up of several elements; Prototype basin pians, a Financial Planning Element, and a Public involvement Element. 2. provide financial information and analysis for input to the public involvement process, and incorporate public feedback into a final plan. 3. Prepare, analyze and evaluate the benefits of various formats for a surface water district, and the boundary of the district. 4. Receive information from the Facilities consultant regarding the preliminary cost of pro91781116, and from that determine a planning level ostimate of the annual and long term financial needs of a surface water management program. S. using existing and new information, prepare, analyze, and evaluate various possible funding methods for a surface water man&gement program. The analysis must be In sufficient detail to demonstrate the effects on classes of individual properties, And to show the total revenue potential df each. d. Proper*, analyze, and evaluate various billing systems (metha+thods of a billinglsystemgthe will bevseteup aataiparttOfxted his effort. 7. Investigate the financial impact of the formation of a surface water district on USA, and other affected agencies and jurisdictions. Evaluate the impacts. Assist in aegotiating preliminary agreements with affected cities and jurisdictions defining responsibilities and procedures to be used if the District is formed. 8. prepare the financial data necessary for submittal to the Portland Metropolitan Area Local Government Boundary Commission for the formation of the new district or for the addition of the surface water management function to the Agency, and provide additional financial information as they may requite. FACILITIES STUDY SCOPE OF WORK l The preliminary budget for the facilities work is $50,000. 1. Review and become familiar with the 1981 Drainage Masterplan prepared by fames Montgomery, and 1985 Drainage Masterplan prepared by Kramer, Chin, and Mayo for Washington County so that work need not be duplicated. The RCM Masterplan report is made up of several elements: Prototype basin pians, a Financial Planning Element, and a Public Involvement Element. 1. Develop an inventory of drainage and surface water management facilities in the study area. The inventory need only be in sufficient 6-tail to identify the approximate magnitude of facilities by sub-area. 3. Develop, analyze, and evaluate the scope of various work programa necessary to meet the needs expressed by the public through the public involvement process. t)o termino the annual and long term costs of the programs. Re-evaluate the programs in response to fooChack from the public. Programs may include, but not be limited to, storm line inspection and maintenance, catch basin cleaning, open system maintenance and cleaning, wood control, detention facility maintenance, water quality programs, street sweeping, leaf collection, private development review and inspection, NPDcS permit management, records management, administration, insurance, engineering and basin xtudies, capital improvement# line replecoment, stream gauging, rainfall data, and management of storm records. 4. Develop a planning level overview of facility options based on -existing master plans and reconnaissance level evaluation of other basins in the study area in response to the needs stated by the public and public agencies through the public involvement process. it is not anticipated that individual detailed basin studies will be performed to develop the facilities plan. 5. Prepare the facilities data necessary for submittal to the Portland Metropolitan Area Local oovernment Boundary Commiaaion for the formation of the new district, or for the addition of the surface water management function to the Agency, and provide additional facilities information as they may require. CITY OF TIGARD, OREGON COUNCIL AGENDA_ITEM SUMMARY AGENDA OF: May 9, 1988 DATE SUBMITTED; April 1B 1988 ISSUE/AGENDA TITLE; Resolution of PREVIOUS ACTION: �CU 4-85 V 14-85, final acceptance of Tigard Christian Feb & July '84 Council accepted Church sanitary sewer & assurance Prosect A reements ----a release author on PREPARED BY: John Hagman_ DEPT BEAD 0 .� Y ADMIN OK REQUESTED BY; Com Qev D t. E r. Off LICY ISSUE INFORMATION SUMMARY 11 Tigard Christian Church, located on thea ck)rner of SW 4t60l Olvd, and SW A'Mara Stroot, extended and hookad up to thQ public: sanitary sewer systom, To provido for upstream propartios doing likewise, the church croated ,a public sower oaaomont (throuSh their, site) runnin�l southerly to O'Mara Streot: land provided for anothear. odjac nt parcel, connection, 21 All of tho raaquirod sewer installation work has boon satisf,act.ori ly completed and has withstood thea uaua4l qu+araeritoo porlod. All of thu roquired oaseamente, and non-romonstranco agroon►ont, haven bacon satisfactorily eaxeacutod a►nd rocordud. 1. Thorofore, it is rocummondod that tho City Council accoPt the public xaenita►ry cower facility and cauthorixo roloaoo of t-kip chur•ch►'s amAraxnce bund, A0E RUAT -V K, a . f'q Non#, sinco t.hei City Council proviously indicatod it's willingness to accept the sower lino if the church installed it to City standiards; th@ church has don@ so, Ali IMPA �i City assumption of operation and mainteanance rosponsibility for at throe hundrod Foot long 8" saeni.tiAry sawer lines, said line h*ving boon installed to City staindard#, SUGGES TCQ-ACUM Patsy ttiee resolution titled "A RESOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS TIGARD C4RISTIAN CHURCH SANITARY SEWER". ht/4349D 1 RESOLUTION NO. 88- Pane 1 lYw�•r�r /�IOCY IF. �•-�- $ vsr '��7a, ! r. � •!!h!__ !, ~ •1nD'IY.. .ye vcr a. at l u LA i •� f��-r IVa.+ si + . F-a 6.1 - ou � or".-,a // a` 1 i ►IYa ,"'.r^� oF I ` ♦fE: 1. l a,.,..f�, te`r sr 4_..._:+1yy��,,a 4 ,..3•, i�...J aTIF ` is ' IIi1«•..r. a. � Y.�. !""a`' Mrs �°a. � 7w ar — • •Ml too aTlYL $ IT" ttowelf, � r > � i ♦� � r' i wo, 41 Ra ru too h r � tYi y �• � M l �5�� ♦9lW9n r.I Mf ! w. 71MPY 'w � 1 r i l '41 .wyww M 1 1 r iw •� i 1 �w� Q N a / In■1rrl.� �w � � -:7ftM IfrTIM Jr of •Yl4M M ��', I a t w y No 1 1 flrrlf IA '� • • � ■I■■NM w w r M /IM `• r�i El 101 49 ee , t+,V RM f1 irorrt �/ ss as fl y trtl w. tt r rll 11 i 1� �� !r w . � Rosa ■r �� • -'1 a i 1� I.r�w,- sw�au to Tr • �� � Gr1r � � •� 41 R w Mn..r■r � ■orwrnr� } ��1 • Too i tow It .01 �' ! s■ --;..-°` `.'ranlr!1 1 r'7 � r�1 ;% l►1 � ��'R, / 1 , CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF; April 25, 1988 DATE SUBMITTED; Aril 18 1988 ISSUE/AGENDA TITLE; Monthly Report PREVIOUS ACTION: March 1988 PREPARED BY: Randallr R. Wooley L� � DEPT READ OK ,"?!2_'( CITY ADMIN OK REQUESTED BY: POLICY ISSUE ....,..,...,..,,..,._,,...,...,...�.,•..,,,.,...�,_,_�..,,....._..__1:Ni t1RMAl ID?N SU"�:.31RY Attached please find the Monthly Repor—t for March, 1988, pruparad by tho Department of Community Development. ALT�RNAV�S CdN�1:D�REQ Receive and fila, SUtGE3TFD ACTION Racaivu &nd file, ht/095OP/0022P N. MEMORANDUM r CIT; OF TIGARD. OREGON TO: Mayer and Council April 22. 1966 FROM: Rarriall R. Wooley, Acting Dir- actorill �'U Community Development Department SUMCT; Monthly Report. March, 1968 The Community Development Department reports the following March activity: Develo ,ment Activity. Although the number of new building pormits is down slightly from last year, the volume of now development proposals submitted for -.taff reviow remains qu:to high, In addition. we have boon receiving inquiriaas from potential major dowelopers on a number of major projects. Forocasta of high developme(it activity this yoar have boon appearing throughout the matropolitaan area. It looks like it will be anothor year of rapid growth in Tigard, N„ ann r.. David Walk has joined the Pla►nnin,] Division as our now Asaistont Planner, We oKpoct to have fUvid work primarily on thea Tri4n,110 Study Vend other spocimi projocts, Parks &1atra►LLnr1t, R000rvot:ons for Cook Park fa►cilit.iPs ware taken boginningMarch 7, 1956. Tho r000rva►tions process wont quite smoothly this year, No complaints havo boon hoard, Tho roservi►tions aaraa Wing taakon by tho clerical staff" oat tho Community Development count:or in City Ball , UQ Ctr"frj�tiuna. Walt 7iolinoki send Bon Tracy, our mochaanic8, both completed tho DEQ training and cortiflc:ation for vehicle taastir►<y, This nuaaans that City vehiclus can now bo to#tod and cortifiod in.-house. It will no lonyor bo neceiv ary to transport the voklic;lov to Lhe DrQ facility for too ting. Transporting the vehicles sand waaitinj in tho linos hms boon a time-consuming Wort in the past. 14_a gp{� Pr°q.-"r +a_ oh. Bud9ot propova►1s were completed and prosantod to the Budget Committee in March. Capital Improvomant Et rtm, Work Cont,inucIs on tho budgeted capital improvoment projects, Design for the 135th Avenue LID projact is noarly complete and we are working or) acquisition of right-of-404y, Dartmouth LID plans were being completad in March with a public hoaring schodulod for April. Construction plans for the Civic Connor parking lot Qxpaansion ware completed. Cnginaaring staff is working on right-of-wary acquisition and o a>soments for a number of smaller CIP projects previously approved in the 1967-68 budget. Transition. Several kay staff members have temporarily assumed additional work rospansibility until the new Director is on board. This additional workload has resultad in some mines rescheduling of projects. However, prime responsibilities and priority projects continue to move forward, br/43G7D x BUILDING SECTION -- MARCH COMPARISON Following is a comparison of building activity for March of 1987 and 1988: March 1987 March, 1988 Single Family Permits 46 43 Multi—Family Permits (units) 22 0 Commercial Permits (new) 9 2 " Building Permit Fees $ 26,863.50 $ 21,650,50 Plan Check Fees $ 14,126.94 $ 9,948,41 Plumbing Permits $ 5,856.50 $ 1,095.81 Mechanical Permits $ 2,156,00 $ 1,651,40 Valuation $ 5198?.192410() $ 4,763,769.00 CALENDAR YEAR n ,Mar ,. tfi 37 r�►n�:r r 1 Be Single Family Pormita 113 80 Multi—FAmily P€rmito (units) 40 b Commercial Permits (now) 10 7 Building Permit F'vos $ 58,777.50 $ 76,228.70 Plan Chock Foos $ 29,709,42 $ 23,343 ,29 Plumbing Permits $ 16,764,00 $ 5,498.61 Mochanic.asl Permits $ !),619.00 $ 6,067.93 Valuation $13,504,484,00 '$77,899,610,00 r1SCAL YEAR COMPAR100N aMar, __x987 cul:,,Mair . —. 1981 Mingle Family Permits 804 238 Multi—Family Permits (unite) 66 251 Commercial Permits (mow) 25 27 Building Permit Foos $ 147158,64 3 205,013.94 Plan Check Fees $ 78,276.93 $ 91,769.75 Plumbing Permits $ 54,476.00 $ 44,349,71 Mech*nicaal Pormii is $ 14,606.00 $ 16,S72.33 Valuation $29,704,212.00 '$55,939,107,00 ht/0950p/22P v E U N N co � a 0% 0 t� eMf► N m cam' w �: a ►� Ar, Q id � � • n n w w n a w • '4r � N ►H KS N Cf �i'1 h V'1 00 N wt M A N M b 0% �n m O N +C1 go j1 u w s w • • s w w w • w w -is� �► �O �f1 SRA itf 4 *C` W" ►l1 �i' f'� O M "'� A. itl tN FYI �M W N W M O h o.r �n A co V, � YD 01 CG N N f+f M h N O SOD M in d iD ID n anal M h IC) 7.1 0 04 W M o iT M �gq • r • w s • w • • • • w • • +M r+l .ril •+1 co all s 4"100 lop M p� ew m 40 in a! 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In , M at �'i m 11 S f11 A Q F h O1 O y!' �D L R ..� m r r • • r + • • r • r + L w r + C4 .r h to 40 a In o M m eo w m o e» m N er SSI M M M rY i�/ In U sY +'M M to L. 8 .y� L ,U L w w .moi A L L IE to ti L IO A h 7 L U -+ S] t SI y 9 ••r m 3 L cif C7 C W C .a L >r `3e C ••, Yr a Cr. IS IV L L MEMORANDUM CITY OF TIGARD, OREGON TO, Honorable Mayor and City Council April 27, 1988 FROM: Loreen Wilson, City Recorder ,� SUBJECT, Dartmouth Street LID �"'" Please brinij your copy cif tho materials submitted for Dartmouth Street LID from your packet of 4/25/80, It wau agenda item 06. lw/44899 i �t u j� MEMORANDUM CITY OF TIGARD. OREGON 70; Mayor and Council �;�' April 18, 1988 FROM, Randall R. Wooley, City Engineer SUBJECT; Dartmouth Strout LID At the hearing on April 11, 1988, the project engineer dwgjeated sevoral minor revisions to the plans and specifications, to Further clarify their moaning, Council diroc:ted that those revisions be made. The Rr+ginoor is workin) on the plAn revision* and axpects to have the final plana and opacifications ready for approval prior to April 2'a, 1960, brl43070 1-� CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: AyDATE SUBMITTED: April 18, 1988 ISSUE/AGENDA TITLE, Dartmouth LID PREVIOUS ACTION: LID Hearing For Hearing Continuation Dartmouth — 4/11/88 �^ PREPARM BY: Lureen R. Wilson DEPT HEAR 64.7 . ) CITY ADMIN _ REQUESTED BY: Council 4 PY ISSUE Should the City Council cure defocts in the plans for the Dartmouth t,%D pursuant to TMG 13,04,0557 NNh ORMAMM TION SUARY The Council riold a public hearing on April 11., IM, This hearing was to consider, whether to cure defects. or delete portions of the plMr,: which had boon declared void or sat, asides for any roasan, and to make any nea;psaiary additions to the information contained in the praliminzary onginear's report, The public hearing was rlosud arid Council motion was as follows, 1, The Projoct Cmlineer was directed to an►end final plans, specifications, and +enlinvor's report. includin(j cLArif ications of dolir►aat.ions of the scope of project by 4/36/66, 2. Any partios involved in the► t:.lF) wishirug to submit oddit:lona►1 writton cun►nionts un the project should iso to by 4/15/66 at 5:00 PM; «and 3. The continuotion to 4/25/66 was for Council deliboraation, riot for receipt of additional public tosLin►ony, other than any writton cornu►onto rocoivod by the stated doodline. Attached aro copies of t.ho written comments rocelved by my office up to 5:00 PM tin rrid*y, April 15th, Also attached is a n►omarrandum from the City Enlihoor rogar,dir►y the rampr►dmonts to the► plans and bPocificotle►nx by the Projoct Cngineor rand the ordir►eance which was origin*11y submitted to you for consideration at the 4/11/66 meeting, AlTE!L AT VE PONSIDERM 1, Deliberoto on the attachod ordinance if Council dutorminos eadoquato ir►forn►ation has boon submitted, 2. Continue tho doliboraation and direct staff to submit additional information, ,N'MWl4�'IMaF�e...+wu.uu...eu _. •• •• •.aumuw.W.GYmw .ice.w`mu.a.rw.u.:e"��...:.�:"iu..r�ir.�reilae.+•we��s..r..ueu... ue4yuuauermosui.+.:e.u•rmleuu,uw.ue.eiuv nui4v+.uv.vi� FISCAL._-..IMF'ACT The costs to the City, if it proceeds with that LID, have been included in the! CIP budget, SUGGESTED_.ACTION lw/4306D BANS H. GRUNIBAUK MV- td. 1 11744 S.W PACIFIC HWY, Da*'"O" f TIGARD. OR. STIU3 •7J�`� I¢, TF�Lw+anE SO? 1539-1198 April 128 1988 R Dear lir. Wooley; s 1 wish to 4411 to the attention of the Tigard City Council and the Planning 3Dapartment of a situation potaxstially harmful to future development of *pproximatol,y four acres of commercially zoned property deycribad as tax lot #1201 of map ZSI 8E►. While I own a 20 +00t roadway accessing this property it was made clear to ma a number of yaars ago that this was inadequate to allow any traffic flow. It was tharoforo at a public hearings perhaps two or three years ago„ that Lou Christen (who owned the property directly east of mine) publicly stated that in soliciting my Off irmativu ,. vote for the davalopmomt of the Dartmouth project he assured me access to that roadway through his property. 1 i Pocauso this project would bonafit me# Ig at that time# k and *van now# express my dasir* to be included in the L.I.D. In any avant 1 certainly would hope that any plans you might in they future approve for the Adjacent properties will not land-lock my parcel. �in€ere #'fans fi. +Crunbaum MEMORANDUM CITY UE TIGARD. OREGON TO: Mayor and Council April 15, 1988 FROM: Randall R. Wooley, City Eng "r ���.;'' ..► SUBJECT: Dartmouth Street LID This memo is intended to comment k)r,iofiy on testimony provided by Mr. Charles D. Ruttan of the April 11, 1988, public ho4rinj beforea the City Council. Attached to the letter submitted to the Tigard City Council by Mr. Ruttan is Exhibit N1, Computation of Tigard Triangle Capacity, 4n page 3 of the exhibit appoars the atatement that ,rrom above ca,lculwtions, it appoars that the existing roadway system has copAcity to carry the expected growth through 3005," In the name poragraaph, it is estimated that an additional 77,8 acres of Tigard Triangle property may be developed for retail, and office purposes boforo the roadway system would reach capacity, Approximately 85.7 acres sof property afro proposed to ba %vuausod as benefited property under tho proposed LID, Therefore, it aappoasrs that construction of the Dartmouth Straeot: extension will allow dovolopmont; of the benefited property plus a substantial oddit:ionol arou of the Tigard Triangle. Traffic impact# depond riot only an the acres of land devolopod but on the type of dovealeopmont which socc.ur#, some types of retail and office development generate lower t.roffic volumos than Bather types, ror example, a convenience store deevelop# high volumes of traffic during the PM pock as many customors visit the stare for sheat p@rinds to mak@ small purchaseos, on the other hand, a specialty #hap might. gsoneraeto vary low volumes of traffic as a small number of customers visit for an oxtendod poriod of time to shop for a major cost itom, in addition, the spociaalty shop might bo love likely to have ass influx of customers during the PM peak hour. So, the traffic geanarateod by development in the Triaangle will depend lamely on the typo of development which occurs, The critical time for traffic is usually during the PM peak hour. Property owners and busina#% owner$ can help to diminish the impacts of the PM peak hour by implom@nting certain domarnd—maanaagemont techniques, Dom and—maanaagomont taachniques include such thingo as encouraging carpooling, eancouraagirvj use of transit, varying work hours to that employe@# do not arrive and depart during the peak traaffic perirod#, and #imilaar techniques. If such techniques aara utilized, additional development can occur without increaa#ing street capacity. } s , Memo to (Mayor and Council Dartmouth LID Page 2 4 i April la. 1988 t It should be pointed out that development limitations already exist in the Tigard Triangle. Section 11,4,2 of the Tigard Comprehonsive Alan. Volume 2. limits development in portions of the Triangle until certain roadway improvements are completed or asaurod, The proposed Dartmouth Extension is isfy Section 11,4,2 and to remove that restriction specifically intended to sat , to davelopment, It is recognized that additional street capacity will bo needod in tho Tigard in the future, That capacity can bo provided Triangle as ►ievelopnsent occurs in a number of ways including widening of eKi$ting stroots, improving oxistinrJ r ir►torsaztiona. furthcar widoning the Dartmouth fixtonsi��n, or developing additional now streot access routes, As pointod out in previous m4ns03 to the Coun4il, the need for future,a►iditioan�itstroot ctaaacitY addodi in riot a�r► �a�cirly way as now idea, It is expectod that tho additionaladditional capy would additional dovolopmont occurs, My provious memos of April 4, i'288. sand $;)Ptombor td, 1987, oddrossed the now traffic data which has boon gonorotod sinco LID formation, As previously stated. I find nothin(j in thoso studios to sugg4rt that constr•uc;tion of tho ` Dartmouth Stroot LID Projoct should be postponod, Durinti tho hoasrin"A, 3 statod that City Acquisition 4)f Parcols G-"i and 1"-1 (the small strips along tho north side of tha proposod 6traot wont of 72nd Avonuo) was noodod to provide a►ccs+sa to othor proporty within the LID, It►e acquisition is noodod to assure aaccoss not only as 'tho proj)orty oxivts today but also to assure access in tho future should the property be pmrcolixad, It is proposod to assoss tho ,adjoining proporty as if it hAd diroct access to DArtn►outh 6treet, If ll&rc@ly C—i and r= i aren►st acquired to provido tho #CC@ S, than it would no longor bo iappropri*to to assort tho adjoinirrj proparty to the same extant 00 proposed, 1ho moult; would bo a groator rharo of the LID Cort; to be borna, by other LID propartior, br/4297D Azc ............ City of 13125 :I 1: -lvd. -R 17,2123 At toll; City CoUncil IIsi )n t ha; L piwAo, "'Ol R yn, for ia Ole drcf3,qc,d quir'lay. L Oil vor.-.; on", fo,"r io; r;j j flrnt wtk,.t; Lo L u f X5)::1 .t po ri�)cl In (.1 r c) -n L o t Lri.,i�,-ifor Njore retir Lho trlr�ilrlcj oyfl.o;A Pr�)pt?rLy vi ri A) ThANIC ,youL Your.; L;tjjeoroly, x, Gordon S. Martin 12265 S.W. 72nd Tigard, Oregon 97223 April 15, 1958 HAND DELIVERED Tigard City Council City Hall Tigard, OR 97223 RE; Dartmouth L. I.D. Ladies and Gentlemen; ODOT projects that 78 acres of now commercial development can occur in the Triangle before the traffic volumo limitations contained in the Cooperative Improvement Agreement for the 99W/Dartmouth inter- section require the City to stop development in the Tigard Triangle, The 78 acre ODOT projection is ambitiously high. It is based on the north and southeast screenlines reaching their capacity at exactly the some time. The Agreement, however, provides monitoring for the screaeanlines independently of each other. It is unlikely for the north and southeast scre9aniinas to reach their capacity at the some time. The southeast screenline is currently at 62 percent of its capacity and the north screenlinea is at 21 percent of its capacity, If both screeanlines Incre ssa in volume at their historical rate, the southeast screeanlines will reach its capacity after only 60 acres of now Triangle development ha: occurred, thus requiring a shutdown of dovelopment in the Triangle, Even if 78 acres of new development can occur within the Triangle before ODOT's acre @nllner traffic volume] limitation is reached, there will be insufficient outbound traffic capacity for all 73 acre: within the Dartmouth L.I.D. to develop. One known project supports thio position. Riverwood Properties plans a 30-acre commercial retail development, to commence at the same time construction of Dartmouth Street begins. The planned development Includes 10 acres of property outside the Dartmouth L.I.D. The Tigard Planning Commission approved, on April 5, 1988, Riverwood's zone change application ZC 88-03, which changed 5.7 acres of Re=sidential 3.5 units/acre land to General Commercial. The planned development also Includes the 4.3 acre Grunbaum tract. Consequently, even before construction of the Dartmouth L.I.D. commences, there Is 5 acres of property within the Dartmouth L.I.D. that is projected to have no traffic capacity, and therefore cannot develop (78 - 10 = 68, and 73 - 68 = 5 acres). 1. r� Jam : JK 10 > Tis=rd City Council ,LNril 15, 1988 ?age 2 It is not reasonable to expect that there will be no commercial professional development outside the Dartmouth L.I.D. ODOT's trip forecasts used in their 1-5 @ Highway 217/Kruse Way project includes the Triangle having 1.5 acres of new office development per year, -The trips per acre for Triangle office development are higher than trips per acre for retail. Every acre of office development outside the Dartmouth L.I.D. reduces the developable acreage within the Dartmouth L. I.D, by 1,25 acres. For example, based on ODOT's forecast, after four years, 6 acres of office development will occur outside the Dartmouth L,I,D. This will reduce the developable proporty within the Dartmouth L,I,D. by 7.5 acres. Thus, in just four years, 12,5 acres (7,5 * 5 acres) of commercial property within the Dartmouth L. ,D, will not have any traffic capacity and will be undevelopable under the traffic volume limitation found in the Cooperative Improvement Agreement, ODOT has set capacity at the entrance from the Triangle to the state highways by restricting traffic volumes at the north and southeast scroonlines, increasing the lana configuration at intersections, or increasing lanes on 72nd or Dartmouth will not increase the outbound traffic capacity of the Triangle:, 7 he development of a totally now Interchange on highway 217 (south access) appears to be the only way to increase the outbound Triangles traffic capacity, This additional Interchange will only provide enough capacity for roughly 55 acres of additional dovelopment, resulting in only a 65 percent Triongie build-out. ODOT is not convinced that an additional interchatiyo with Highway 217 is feasible, Mr, Wooley states In his April 4, 1688 memorandum to the City Council that an increase in traffic capacity can be achieved in step two street improvements. However, upon examining the alternatives, we have soon no feasible plans for "step two" street Improvements that oxcludo the Interchange mentioned above whiles also Incroasing the outbound Trianglo traffic capacity. V@ry truly yours, ell .rr / 9< t,_Klin�'1 ,��, / / ,t Gordon S. Martin cc: Rick Kuehn, ODOT Charles D. Ruttan, Esq. Charles Corrigan, Esq, PETITION DARTHMOUTH STREET LOCAL IMPP,OV==T a DISTRICT *40 WE, THE UNDERSIGNED, HEREBY URGE THE TIGARD CITY COUNCIL TO TARE IMMIATE AND POSITIVE ACTION, TO ALLOW THE CONSTRUCTION OF THX DAMMOUTH EXTENSION PROJECT, It$CAUSE THE DELAY HAS PROHIBITED US, THE PROPERTY OWNXRS, YR0M OBTAINING THE HIGHEST .ANA BEST USE OF OUR PROPERTY, NAMIt 1 AFAR}£ , I--„_,,,gym aSI GNATUEr 41 ow- 1 I 1 I1 k2a 11 w-6.1116 X31t�+_J 1 I I� ,wte9 i»�tt�z �.�1.�� i��,,j, `�'°,i �7 *'S.t rl►�.�r �I���'a�'�,�--, ,.1 mosoll OWN i 1 i i I I I PETITION DARTHMOUTH STREET LOCAL IMPROVEMENT a DISTRICT #40 WE, THE UNDZMSIGNXD, HEREBY URGE THE TIGARD CITY COUNCIL TO TAKE IMMEDIATE AND POSITIVE ACTTe-N, TO ALI.0W TUB CONSTRUCTIOS OF THE WJtTHMOUTH rXTENSTON FR0JECT, BECAUSE THE DELAY HAS PROHIBIT= US, THE PROPERTY OWNERS, FROM OBTAINING THE HIGHEST AND ZEST USE OF OUR PROPERTY, IMS i� AD� s s 1 •a 1 Y)l C2 ul ' 1 7f PETITION DARTHMOUTH STREET LOCAL IMPROVEMENT - DISTRICT #40 WE, TRE 'iA'°«+Ei.SIu'T.�7, HEP.EbY UT%4Z THE TIGw3iW C11-' CwgNCIL- vQ TAK4 INKEDIATE ANv POSITIVE ,ACTION, TO ALLOW THE CONSTRUCTION `OF 'THE DARTHMOVTH EXTENSION PROJECT, BECAUSE THE DELAY VAS PROHISITED US, 'T'V:E PROPERTY OWNERS, FROM 03T&TNING THE HTGREST AND ASST USE OF OUR PROPERTY, 1 j NAMEAPDR ,.I „�s, °x�xg 1 EST 0,7 1 I } / t , 41, I , � I I I 1 i 1 ► --- I=—� - 1 1 1 I m e IC v R.A.Wr!gLht C , engineerin aoresult ng engineers E CITY OF TIGARD OREGON l.w C ENGINEERS REPORT ON DARTHOUTR EXTENSION STREET LOCAL impROV'EMENT DISTRICT L ,4 R� A. W�� I : February 8r 1954 (Rovised April 20, 1989) (( prepared by t R. A. WRIGHT ENGINEERING# INC. Consulting Engineers 1340 8. W. Hertba Blvd. port2snde Oregon 97219 k (S03) 245-4293 ~w 1 _ 786.11/200,35 ENGINEERS REPORT INITIATION Property owners representing approximately 32 acres of under developed land in the Tigard Triangle petitioned the City of Tigard for formation of a street local irprovement district for construction of the Dartmouth Extension and agreed to pay the cost incurred by the City in preparation of an engineers report on the project, Based upon 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 Engineering, Inc. was selected by the City and retained to i provide the required engineering services. I DESCRIPTION OF BENEFITED AREA The area judged to be benefited by 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. IS, R.lW and Section 1 of T.2S, R.IW, Washington County. iPROPOSED 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. f 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, 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 1 extended to serve existing dwellings along the proposed C Dartmouth Extension. 786.11/200.36 -1- COST ESTIMATE An estimate of the probable cost of the street and related utility improvements is as follows: ` Move-in and insurance S 15,000 Clearing and earthwork 84,100 Grading and paving 360,200 Curbs and sidewalks 46,100 Street Lights 28,400 Storm drainage 147,600 Waterlines 1260100 Sanitary sewers 1414,400 Construction contingency, 58 50 200 Construction Subtotal $999,100 Technical Services, 15% 149,900 Administrative Services, 5% 50,000 Land Acquisition 7961700 Project Total $1,995,700 i The above costs are not guaranteed, but represent the Engineers best astimate of the prices that can be expected and the amounts that should be budgeted. Due to the general Increase in construction costs over the 4 year period since the original 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 coats be divided among benefited properties within the limits of this 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 1 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 followss 1. S. W. 69th Avenue 2. S. W. 72nd Avenue !' 786.11/200.36 -2- 3. A future street that will extend south along the west lime of the Martin property ( 4. A future street that will enter the 'Williams { property from the drive-in theater property to the northwest 5. Pacific Highway t S. W. 70th Avenue has only a 30-foot right-of-way and is not proposed for future improvement. Land along this existing street is, therefore, not proposed for exclusion from assessment. 2. Land that is subject to assessment shall be divided into 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 D will be all land from 150 feat to 300 feet, and Zone C will be all land between 300 and 450 fact from the proposed right-of-way. Land 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 Co and Zone a is assessed at two times the rata of Zone C. The land included in each of the three assessment sones is shown in Exhibit A. ASSESSMENT RATES Based on the assessment conditions described above, 1,Sll,300 square feet of land is subject to assessment. including 787,300 square feet in Zone A, 540,000 square feet in Zone B, and 161,000 square fact in Zone C. The unit assessment raters required to raise $1,995,700 from the assessable land areas are 51.6S/sq. ft. for Zone A, $1.10/ag.ft. for Zone B, and 50.55/sq.ft. for Zone C. These assessment rates are approximate. The actual assessment will be based upon the final project costs and actual assessed areas. OUTSTANDING ASSESSMENTS, There are no outstanding City of Tigard assessments against the properties to be included in the proposed G.I.D. 786.11/200.36 _3- y�•~ ' �V-. f i�.`�-��1 1ia�'♦ ��ice' �.'7����,'C�111��1.'�.' �.+ y� � I o u� „wR i ,,; � �r •�.��c, �- .Viz,•..,_.,r Asan -,�'%'"", .... _ � �� 1 �t�+��•�y_ r x '.ry,.:••� 1 1111°".` �ti :• 1 • 'AAAI K �'�' �l �I +1-6 gyp( !�# r te. Al-4 .����.� �,.� t _"......•=IMS 'Wob..,wt1t ' !1y y4k, s I �w-Jam.... �r♦L «t.' �V) .� r t •{G t - ~-. `-"�`+:�. i�t'L Pay s` 5.1IN �f I X01 I: Y]dw,�(,�`� I�►�`' Aw'� ,. ,,,,� l'-.. i1� * a. •. i�r ms's �y� � ;r2 a r( as i�. 'Z17 'eM `a. .'or•'.,�. '' _,. �� .�_ ¢'1 tell •� Ty;' fir' -' „� ,.ti.y► �x�.x .�.�.. A_ ,7r p, :fir'... :.: ,,.• ,�n4rr- � ^G t , Ilk � +ani-is"slk_ s r ta _> of j r> • r r A� 4 � . i• �''r' � .� Y',a L.I r 1' � Mt'YF �$ ��M � �_ rte!• � � .�' ���. y"^�� / _ 'k>' �y+ F ,y1 a ,•��,�>� "may��a .'�u �}' ,�' .,. S Y�y �#�!i •'� � �.,, X0'..1„ oe F- 4SO dP ,f i• 'p, x �........... �uu,�ci l r� r i i RsAsVMrig[lt I- C engineering =nsult;ing engineers,I SIM rrt, M COPY NO. CITY OF TIGARD OREGON CONTRACT DOCUMENTS for construction of ` COMBINED DARTMOUTH f 4 STREET L.I.D. i C.I.P. 1_ ! s 4 E f t C^ x 4 E April, 1988 s R.A.WRIGHT ENGINEERING, INC. CONSULTING ENGINEERS � 1340 S. W. Berths Blvd. Portland, Oregon 97219 i 503/246-4293 Proj.No. 786 't April 20, 1988 TABLE: OF CONTENTS P c es l ( ADVERTISEMENT FOR BIDS Adv. 1 only INFORMATION FOR BIDDERS Info. 1 to 6 PROPOSAL Prop. 2 to 13 AGREEMENT Agree. 1 to 2 GENERAL CONDITIONS Gen. Concis. 1 to 23 PERFORMANCE AND PAYMENT BOND P&P 1 to 2 SPECIAL CONDITIONS Spec. Condo. I 1 to 2 i TECHNICAL SPECIFICATIONS Foreword Foreword 1-1 only JA General Requirementc IA-1 to 5 1 2A Clearing and Grubbing 2A-1 to 2 20 Excavation and Embankment 2B-1 to 4 2C Subgrade Preparation 2C-1 to 3 2D Trench Excavation and Backfill 2D-1 to 8 2E Done and Leveling Course 2E-1 to 2 2F Asphalt Concrete 2F-1 to 8 20 Concrete Curb and Gutter 2G-1 to 4 2H Concrete Sidewalk 2H-1 to 3 21 Pavement Marking 21-1 only 2J Manholes 2J-1 to 6 2K Catch Basins 2K-1 to 2 2L Storm Dram inlet Structure 2L-1 to 3 ` 2M Heeding and Mulching 2M-1 to 2 2N Street Barricades 2N-1 to 2 ISA Water pipe and Pittingb 1SA-1 to 10 ISS Valves and Valve Boxes 158-1 to 3 15C Fire Hydrant Assemblies iSC-1 to 3 ISD Relocate Piro Hydrant Assembly ISD-1 to 3 ` 1SE Electrical Conduits 1SE-1 to 3 ISP Storm Drainer ISP-1 to 4 ISG Gravity Sewer Pipe 1SG-1 to 6 ISH Building Sewers 159-1 to 4 151 Subdrain System ISI -1 to 3 1SJ Snbdrain Cleanout 1SJ-1 to 2 1 16A Street Lighting 16A-1 to 4 GEOTECHNICAL REPORT Appendix A I fi I Emil C f COMBINED DARTMOUTH STREET LID AND CIP ADVERTISEMENT FOR BIDS Written scaled raids will be received by the office of the Purchasing Agent, City of Tigard, 13125 S.W. sail Blvd. , P.O. box 23397, Tigard, Oregon 97223► until 2:00 P.M. , local time, at which time they will be publicly opened and f rack Contract Documents may be examined at the office of the City Engineer of Tigard, 13125 S. W. Ball 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 Pifty Doliare ($50.00) for each docurent. The full amount of the deposit will be refunded if documents are returnad in good condition within ten (10) days after the bid opening. ` All bids will be publicly opened at than designated time and place. They shall be intact with (bound in) the contract documents and must be accompanied by a bid bond► postal money order, certified or cashier's check from the bidder in the amount of ten (10) percent of the bid as security. The successful bidder will be required to execute a formal contract and performance bond in form as approved by the City's attorney. The bidder shall comply with the requirements of the prevailing wage law in O.R.E . 279.350. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements► and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. Dated this day of ► 1988. ( Publiahed r l , s Adv-1 " INFORMATION FOR BIDDERS PROJECT DESCRIPTION Major items of work include grading and paving of 3,400 feet of roadway improvement including curb, gutters, and sidewalks.o storm drainage, water lines, sanitary sewers, street lighting, and related facilities. DOWNER 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. CONTRACT DOCUMENTS The Contract Documents for this project consist of all material i listed in the Table of Contents and bound herewith, and include l the Plans whother 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 j 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. i PLANS Plans for construction of the Combined Dartmouth Street L.I.D. and C.I.P. consist of 12 sheets, entitled Combined Dartmouth Street L I.D. and C.I.P. and dated April 18, 1968. p _ { Info-1 f 3 i MEMO i ( FORM OF PROPOSAL The Proposal is on a unit price basis. Unit Price The Proposal is based upon the work quantities tubulated in the Proposal. The tabulated quantities are approximate and are estimated only to provide a basis for calculation upon which the award of the contract will be made. Payment will be made for the work actually performed as specified in the Technical Specifications. ZXAMINATION OF WORK CONDITIONS AND CONTRACT DOCUMENTS It is understood that the Bidder, before signing the Proposal, has made a careful examination of all conditions pertaining to the f work and of the Contract Documents; that (s)be has fully unformed { 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. Site Conditions The Bidder shall inspect the site with special attention directed to conditions of work. Failure to do so will not relieve the successful Bidder of her/his obligation to enter into a contract 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 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 proposals, to make changes or corrections in the Contract Documents. All Planholders will be notified of such changes by t notice sent by mail or delivery service to the Planholdere' 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 completely as if they were included in the original publication. l proposals submitted without all Addenda signed by the Bidder will not be accepted. Info-2 I� t i SUBSTITUTION OF MATERIALS Except for equipment selected by the Owner, wherever 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 Letter quality when these products are fully suitable for i the proposed application. References to all ouch 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 procass 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, the item may be used in compiling the bid. No substitute products Ahall be used unless approved in this manner. PREPARATION OF PROPOSALS 1 Proposals shall be submitted on the Proposal forms bound in the Contract Documents. All blank spaces in the Arop000l 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, ' eerasurees # 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 shell contain names and addresses of the principal officers or partne3rse if the Proposed is made by a corporation, it must be acknowledged by one of the principal officers thereof; or if mads by a partnership, by t one of the partners. DID SECURITY Proposals must be accompanied by a certified check drawn on a bank in good standing, or a Did Bond issued by a surety company authorized to Inoue such bonds in the State of Oregon, in an amount not legs than ten percent (10%) of the total amount of the Proposal submitted. This check or Did 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 E i 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 be 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 certified check will be returned atter the canvass of bids, except those of the three (3) lowest Bidders, which will be retained and returned within seven (7) days after the Agreement has been executed or other disposition made in accordance with the provisions stated herein. aid Bonds will be returned in the same manner as certified checks, if the Bidder so requests. SUBMISSION OF PROPOSAL t s All Proposals must be submitted prior to the time and the place prescribed in the Advertisement for Bida. Proposals shall be submitted in a completely scaled envelope addressed to the Owner with the name of the Bidder, the name of the improvement for which the Proposal is being submitted, and the time and date of the bid opening plainly written on the outside of the envelope. Only ! Proposals from prequalified Bidders will be consi,derad. t PRrQUALIFICATION 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 b � the Owner to perform the type and sire of work described hcrofn shall submit a completely executed Contractor's Prequaiification 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 snake 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. Ingo-4 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. E The acceptance will be by notice, in writing, mailed or delivered to the office designated on the Proposal. a BASIS OF AWARD The Contract will be awarded to the lowest responsible Bidder � which in than Owner's judgment will best serve the interest of the Owner. The Owner reserves the right to accept or rejact any or all Proposals, and to waive any informalitie3 or irregularities. PERFORMANCE AND PAYMENT BONDS Any Bidder submitting a 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 security 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 acceptances 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 (Cesident 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 ton (10) days after receiving notice of award, executes the Agreement, the form of which is hereto attached; and shall furnish to the Owner the Performance and Payment Bond. If the successful Bidder falls to comply with any of the requirements herein, the Owner may award the Contract to another Bidder and may claim from 1 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. t Info-5 44 I 1 . LIQOIDATED 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 t gate of five hundred dollars ($500.00) 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. lw LT o l I r- f Info-6 i GENERAL CONDITIONS r These GENERAL CONDITIONS contain contractual-legal Articles that , establish the requirements and conditions governing responsibility, policy, and procedures that apply during the construction and war- ranty period. This part of the Contract Documents is preprinted. Any modifications to the following Articles that are special to the project under consideration will be made in the SPECIAL CONDITIONS. Requirements and conditions that have special significance to the Contract for the contemplated work on this project are as set forth in the remaining sections of these Contract Documents, A. DEFINITIONS Wherever in the Contract Documents the following terms are used, the intent and meaning shall be interpreted as follows: A-1. AS APPROVED. The words "as approved", unless otherwise qua ed, shall be understood to be followed by the words "by the Engineer". A-2. BIDDER. They person or persons, partnership, firm, or corporstion submitting a Proposal for the work contem- plated in the Contract Documents. A-3. CONTRACT. The "Contract" is the written agreement cov- ering the performance of the work and the furnishing of labor, materials, incidental services, tools, and equip- ment in the construction of the work. It includes sup- plemental agreements amending or extending the work con- templated and which may be required to complete the work in a substantial and acceptable manner. Supplemental agreements are written agreements covering alterations, amendments, or extensions to the Contract and include Contract Change Orders. A-4. CONTRACT DOCUMENTS. The Contract Documents consist of eAdvartTsemen for Bids, the information for Bidders, the proposal , the Contract, the Performance and Payment Bond, the General Conditions, the Special Conditions, the Technical Specifications, and the Plans, including all modifications thereof Incorporated into the Documents fie- fore their execution. These fora the Contract. A-S. CONTRACTOR. The person or persons, partnership, firm, or corporation who enters into a Contract with the Owner. A-K. DAA. Calendar day, any and every day shown on the calen- dar, Sundays ,and holidays Included. t Gen. Cond. -1-- i i A-7. ENGINEER. Wherever the word "Engineer" occurs 3n 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- nicat on 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 t last business address known to her/him who gives the ( notice. t A-g, OR 1rQUAL. The term "or equal" shall be understood to in- the "equal" product is the same or better than the product named in function, performance, relia- bility{ quality, and general configuration. Determine- 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 installie3d by the Con- tractor without the Engineer's written approval. A-10. OWNER. The person, organization, or public body identi- a as such in the Contract Documents, A-11. SUBSTANTIAL COMPLETION. "Substantial completion" shall So t a egree o 'completion of the project or a defined portion of the, p+roje:ct# 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. l : A-12. WOPK. The word "Work" within these Contract Documents '­`FI'1. 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 which can be reasonably inferred as belonging to the item described or indicated and els required by good practice to provide a completes and satisfactory system or struc- ture. t f D. CONTRACT DOCUMENTS B-1. INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complimentary and w at in called for by any one shall be i as binding as if called for by all. The intent of the t 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 1. which so applied have a well-known technical and trade meaning shall be held to refer to such recognized 4 standards. I i r J Gen. Cond. -2- �4 r H-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 t the following order: Contract Special Conditions General Conditions Technical Specifications Flans Standard Specifications Standard Details Figure dimensions on ;Plans shall take precedence over scale dimensions. 8-3. ALTERATIONS. The Owner, without invalidating the Con- tract, may order extra work or make changes by altering, adding to, or deducting from the work, than Contract being adjusted accordingly. All such work shall be executed under that conditions of the original Contract, except as specifically adjusted at the time of ordering such chainga. } 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 structural but other- wise, except in an emergency endangering lire or proper-ty, extra work or deductions from the work shall be par- 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. ®-4. VERIFICATION OF WORK. The Contractor shall determine the nature ana locatl—onof the work, the general and local conditional 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 F release the Contractor from the obligations of this Cones ( tract. i f Gen. Cons]. -3- B-5. VERBAL AGREEMENTS. The Contractor warrants that no verb- 1 agreement or conversation with any officer, agent, or 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. i ' B-6. DOCUMENTS TO BE KEPT ON THE JOBSITE. The Contractor ab all eep one (1) copy of t e Contract Documents on the jobsite, in good order, available to the Engineer and to her/his representatives. E B-7. CONTRACT DOCUMENTS TO BE kURNISHED. The Engineer will furnis o e c6 >rae: ox, on request and free of charge, six (6) copies of the Contract Documents and six (6) sets of full-size Plana 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 peecifica-t ons and cod+ ees t eareeof furnished by the Engineer are her/his property. They are not to be used on other work and, with the excoption of tho signed Contract set, are 3 to be returned to the Engineer on request at the comple- tion of the work. Any reuse of theeno materials without t 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. ' Co THE ENGINEER C-1. AUTHORITY Or THE ENGINEER. The Engineer shall be the wneer s raprisinEsElve iluring the construction period. The Engineer's authority and responsibility shall be limited to the provisions not forth in these Contract 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 neceeoxary to insura execution of the Contract in accordance with the intent of the Contract Documents. C-2. DUTIES AND RESPONSIBILITIES OF THE ENGINEER. The Engi- neer shall ma ea periodic v s is to t ee et tQ 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. (5)ho shall not be required to make= comprehensive or continuous inspections to check quality or quantity of i the work, and (s)hes shall not be responsible for con- struction means, methods, techniques , sequencer , or procedures, or for safety precautions and programer in Gen. Cond. -4- f r connection with the work. Visits and observations made by the Engineer shall not relieve the Contractor of 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- ter- pretation or execution of the Contract Documents. decision shall be necessary before the Contractor can receive additional money under terms of the Contract. Changes im de in compliancework with Article 8y 3the of thEngineer Gen- esral Conditions. E one or more inspectors may he assigned to observe the E 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 provideate safety Contrwctrecautions, in conformance -- C-3. REJECTED MATERIAL. Any material condemned or rejected by ---fieE�yinecr o"r'For/his authorized inspector because of nonconformity with the Contract Documents shall be re- moved tractor t atce the: rom the Contr Contractor's vicinity f the work eAxpense# and the Con- the same shall not be used on the work. C-4. UNNOTICED DEFECTS. Any defective work or material that may ea covers by the En inezer before the final ac- captanee of work, or before final payment has been ma6o, or during the guarantee period, shall be removed and re- placed by work and materials which shall conform to tf:a 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- once of such work or materials. C-5. RIGHT TO RETAIN IMpERFECT WORK. if any pct or portion ---of e aver one or materials furniabed under accordance with Con- tract shall prove defectives and not in the plans and Specifications, and if the imperfection in the same shall not be of sufficient magnitude or an to make the work dangerous or undesirable, or if the removal ( of such work will create conditions which are dangerous Iy or undesirable, the owner sh ll 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- I i CC-6. LINES AND GRADES Lines and grades shall be established � as provided an the special Conditions. The Contractor shall make every effort to notify the Engineer at least three (3) days in advance of the time when the line and grade will be needed. The Contractor will not be allowed F extensions of time because of delays caused by insuffici- ent line and grade. All stakes, marks, and other infor- mation shall be carefully preserved by the Contractor; and in cases of their careless or unnecessary destruction 1 or removal by the Contractor or her/his employees, such stakes# marks, and other information shall be replaced by the Engineer at the Contractor's expense. The Contractor 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 or suspected errors discovered in the placement of con- struction stakes, bench marks, base lines or other survey 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. r C-?. SHOP DRAWING. The Contractor Phall submit, in quadrupli- ca e, to Q Engineer for the Engineer's review, such shop drawings and/or cato3og cuts for fabricated items I and manufactured items ti.ncluding mechanical and electri- cal equipment) require.: for the construction. Drawings i shall be submitted in sufficient time to allow the Engi- neer not less than ten (10) regular working days for ox- amining the drawings. These drawings shall be accurate, distinct, and complete, and shall contain all required information, including satisfactory identification of items# units, and assemblies in relation to the Plans and Technical Specifications. Unless otherwise approved by the Engineer, shop drawings shall be oubmitted only by the Contractor, who shall in- dicate by a signed stamp on the drawings, or other ap- proved mereans, 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. G 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 be returned to the Contractor for resubminsion in the proper form. " Gen. Cond. -6- E i d 1 [Ahem the shop drawings have been reviewed by the Engi-neer, two (2) sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the drawing may be rejected and one (1) set will be returned to the Contractor with such changes or corrections indicated, and the Contractor shall correct and resubmit the drawings, in quadru- plicate, unless otherwise directed by the Engineer. No changes shall be made by the Contractor to resubmitted shop drawings other than those changes indicated by the �. Engineer. The review of much drawings and catalog cuts by the Engi-- near shall not xel,iave the Contractor from responsibility for correct dimensions, fabrication details and space re- quirements, or for deviations from the Plans or Tochnical specification$, unless the Contractor has called atten- tion to such deviations in writing by a letter accompany- ing the drawings and the Engineer approves the change or deviations in writing at the time of submission; nor 1, shall review by the Engineer relieve the Contractor from responsibility for errors in the shop drawings. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his/her letter whether or not such deviations involve any deduction or extra cost adjustment. �. C-B. DETAIL DRAWINGS AND INSTRUCTIONS. The Engineer will furnish, with reasonable promptness, additional instruc- tions by means of drawings or otherwisee, if, in the: Engi- noer 's opinion, such are required for the proper execu- tion of the work. All such drawings and instructions will be consistent with the Contract Documents, true de- � velopmonts thereof, and reasonably inferable therefrom. D. THE CONTRACTOR AND THE CONTRACTOR'S EMPLOYEES D-1. SUBCONTRhCTING. Within 30 days after the execution of ea Contract, the Contractor shell submit to the Engineer the names of all subcontractors proposed for the work, including the names of any subcontractors that were sub- mitted with the Proposal. The Contractor @ball not em- ploy any subcontractors that the Engineer may object to an locking capability to properly perform work of the type and scope anticipated. No chances will be allowed ( from the approved subcontractor list without approval of � t.. the Engineer. i w rv( �d - x, Gen. Coad. -7- t 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 i I employed by them as the Contractor is for , the acts and omissions of persons directly employed by her/him. Nothing contained in the Contract Documents shall create i any contractual relation between any subcontractor and the Owner,. -D-2. PERFORMANCE AND PAYMENT BOND. The Contractor shad furn- s a surety band of tea aEorm included herewith, in an amount at least eRual to the total amount of the Propo- sal, as security for the faithful performance of the Con- tract 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 material$# 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 Jesignated hereinafter and pay all casts- aa. Contractor's and Subcontractor 's Insurance. The f! on rector *Noll notcommence woric un eer t s Con- t_... - tract until the Contractor has obtained all the in- surance re=quired hereunder and such insurance has been approved by the owneAr# nor shall the Contractor allow any subcontractor to commence work or the sub- contract until all similar insurance required Of the subcontractor has been no obtained and approve=d. Ap- proval of the insurance by the: Owner shall not re- lieve or decrease the liability of the Contractor hereunder. b. Compensation and Em to er's LiabilitV Insurance. The Contractor shall tax* out and maintain dur ng 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 cane any such work is sublet, the Contractor shah require the subcon- tractor similarly to provide Worker'ea Compensation and Employer's Liability Insurance for all of the letter's employees to be engaged in such work.. c. Public Liability aend Pro ert __Dame a LiabilityInsur- ance* Tries_ Contractoras aati tams out and maintain ' eiu�rg the life of this Contract such Public Liabili- ty and Property Damage Liability insurance and Auto- mobile Public Liability and Property Damage Livability b7£ Gen. Cond. -8- 1 e� 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 t?se Contractor or by any subcon- tractor or by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be not less than: (1) Public Liabilitx Insurance in an amount not less than One Million Dollars 01,000000.00) for injuries, including wrongful death to any one person, and subject to the some limit for each person in an amount not less than Two Million Dollars 03,000,000.00) for each occurrence. (Z) ProRerty Dam age Liability Insurance in an amount notless then one R=on Dollars 01,000,000.00) 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 employeees, and the En- gineer as additional named insureds therein. d. Stater HighwaX Deeartment Insurance Coverage. When the construction to to Do accomplished within the right-of-way of the Oregon State Highway Dapartm+ent or on land& over which they have direct or indirect control, the Contractor's Liability Insurance Policy shall contain the following endorsements "Tbe State of Oregon, the State Highway Com- mission and members thereof, its officers, agents, and employees are hereby included as named Insureds in the herein numberead 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 snail to the Director of Permits Room 121, State Highway Building, saleasa, Oregon; said notice to commence to run (� from the dates notices is actually received at y3, said office. r Gen. Cond. -9- I- "The limits of liability of the company for the operations of the insured in construction f operations on the right--of-gray of State High- ways shall be as follows: Bodily Injury Liability -- i Each Person $100400 Each Accident $300,000 Property Damage Liability - Each Occurrence $100,000 _ "Limits provided herein are the minimum lim- its required by the Oregon Stave 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 ro- i qu zeas, s a e not forth in the Special Condi- tions. f. Builders Risk All. Risk insurance. Unless otherwise mo er n e F CI L C NDITIONS, the Contractor t shall secure: and maintain during the life of this * ! contract, Builders Risk All Risk Insurance coverage for 100 percent of the Contract Amount. Such insurance shall not exclude coverage for earthquake, landslide, flood, coliapso, or loss duo to the results of faulty work and shall provide for losses to be paid to the Contractor and the Owner ase their f interests may appear. g. Insurances Coverago for S * ial Conditions. When the construction In to be accomp ea ea wt n a public or private right-of-way requiring special insurance 1 coverage, the Contractor shall conform to the par- ticular requirements and provide the required insur- anee. The Contractor shall include in his/her livability policy all endorsements that tho said authority may require for the protection of the authority, its officers, agents, and employees. Insurances coverage for special conditions, when required, shall be provided as set forth in the SPECIAL CONDITIONS. h. No Personal Liability of public Officials. Yn car- tying out any or Eno prov s ons hereoF xearcising any authority granted by the Contract, there will be no personal liability upon any public official. a Cen. Cones. -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 not be cancelled or materially altered, except after ten (10) days' written notice has been received by the Owner." { p-d. PERMITS AND LICENSES. The Contractor shall keep her/ ase f fu 1y nformed of all local ordinances, State and Federal laws in any manner affecting the work herein 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 perrmita, 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. A-S. SUPERINTENDENCE. The Contractor shall keep on the work, ' au-rrinq is progress, competent supervisor personnel. 1 The Contractor shall giver efficient supervision to they work, using her/his best skill and attention. The Con- tractor shall be solely responsible for all construction means, methods, techniques, and procedures, and for pro- viding adequate safety precautions and coordinating all portions of the work under the Contract. D-6. RECEPTION OP ENGINEER'S DIRECTIONS. The superintendont, 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 i written request from the Contractor. A-7. SANITATION. Sanitary conveniences shall be ar6cted and ma ntar ne by the Contractor at all times voile 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. l D-e. EMPLOYEES. The Contractor shall employ only competent, sk 11ful personnel to do the work; and whenever any per- son shall appear to be incompetent or to act In a diaor- derly or Improper manner, such person shall by removed from the work. t : Gen. Cond. -11- D-9. REQUIREMENTS OF OREGON LAW FOR PUBLIC CONTRACTS. When the Contract Documents concern publ c 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. Concorning payment of claims by public officers, ter- mination of Contract because of ea national emergency, conditions concerning the forfeiture of Contract. It is understood and agreed that all parties to this Con- tract shall determine the contents of those applicable statutes and comply with their provisions throughout the performance of the Contract. I D-10. shrETY PRECAUTIONS. The Contractors shall take all nec- eassory precautions for the safety of employees on the work and shall comply with all applicable provisions of readoral, States, and municipal safety laws and building codas to prevent accidents or injury to pea:son$ on, about, or adjacent to the premises where the work in bea- Ing performed. The Contractor shall, without further order, provide and maintain at all times during the pro- gress cr 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, shall meet the requirements of the applicable Staten laws and than current safety regulations an not forth in the Oregon Safety Codes adopted and published by the Work- e er's Compensation Hoard, Saleam# Oregon. { Ge=n. 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 of the Contract. This require- ment shall not be limited to 'normal working hours but shall apply continuously. The Contractor shall conform ! 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. a. Protection of Work and Property. The Contractor sia 1 at a t mea safely guar t o Owner's property from injury or loss in connection with this Contract. The Contractor shall at all times safely guard and f protect her/his own work, and that of adjacent prop- arty from damage. All passageways, guard fences, lights, ;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 Emer enc . In case or an emergency whicH 'Me—stens Iona 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 thereafter, An compensations claimed by the Contractor, together with substantiating documents in regard to oxpsa►nse, shall be submitted to the owner through the Engineer and the amount of compensation { shall be determined by agreement or arbitration, D-12. MATERIALS AND APPLIANCES. Unless othe3rwisa stipulated, ee ConEractor sSall provide and pay for all materials, labor, wateer# tools, +equipment, light, poweer, transporta- tion, and other facilities necessary for the execution and completion of the work. t Unless otherwise speacified# all materials shall be now 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. In selecting and/ox approving equipment for ins3tallatio- in the project, the Owner and Engineer assume no responsibility for injury or claims resulting from failure of the equipment to comply with applicable Gens. Cond. -13- 1 national, state, and local safety codes or requirements, 1 or the safety requirements of a recognized agency, or l failure due to faulty design concepts, or defective work and materials. D-13. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH snple TE SAFETY, OSHA, AND OTHER 11-NODE REOUIRE" TS. The wor -shall -Include arl necessary permanent safety � devices, such as machinery guards and similar ordinary safety items required by State and Federal (OSHA) industrial authorities and applicable local and national codes. Further, any features of the work (including owner-select equipment) subject to such safety q re gulotiens shall be fabricated, furnished, and installed t in compliance with these requirements. Contractors and manufacturers of equipment shall be held responsible: far compliances with the requirements allequipment vi�ent included suppliears sand Contractors shall notify q subcontractors of the previsions of this Article. D-14 ACCESS AND MATERIALS FOR INSPECTION. The Contractor s a urn s , w t out ex rsjc arge, the necessary teat pieces and samples, including facilities and labor Wfor obtaining the same, as requested by the Engineer. required, the Contractor shall furnish certificsatOG of tests of ipment made at the manufacture abyra recognizeadials and utesting laboratory. point of ( The Engineer and her/his representatives shall at all times have access to the work wherever it is in prepar- ation or progress, and the Contractor shall provide fa- cilities a- cil'ties for such access sand for and permanent p+adceioo' including maintenance of temporary if the Speacifications# the Engineaer's instructions, lsaws, ordinances, or any public authority requires any work to be ape dally tasted or apps:ovod, the Contractor shall gives timely notice of its readiness for inspection. spections to be conducted by the Engineer will be prompt- ly made, and where precticabl.R, at the source Of supply- If any work should be covered up without approval or con- sentneer of the Eng'ed rfortexamination aif tred theCont actothe r's Engi- neer,, be uncover ,expenses!. RQ_examination of questioned work may be ordered by the: Engineer, and if so ordered# the work shall be uncovered by the Contractor. If such work be found in accordance with the Contract Documental the Owner will pay the cost of re-examination and replacement. If such Work be found not in accordance shall correct thehdefeective work e Contract tat no Con- tractor additional cost to the Owner. j t, r Gen. Cond. -14- i D-15. ROYALTIES AND PATENTS. The Contractor shall pay all roy- alty ana licensere—est 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#7--a_FT defend the Owner and the Engineer from and against b.11 costs, expenses, a"d losses and all claims, demands, payments, suits, actions, recoveries, and judge- ments of every nature and description made, brought, or 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. D-17. TAMES AND CHARGES. The Contractor shall withhold and pay any and -all w folding taxes, whether State or Federal; and pay all Social Security charges and also all State Unemployment Compensation charges; and pay or cause to be ! withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which ars now or may here- after be required to be paid or withheld under any laws. I D-19. UNFORESEEN DIFFICULTIES. The Contractor shall protect err s war an mater air from damage due to the nature of the work, the elements, carelessness of other con- ( tractors, or from any causer whatever until the, completion f 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 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. CON'TRACTOR'S RIGHT TO GTOP WORK OR TERMINATE CONTRACT. IfS@ work afioula be sEoppea under an or & of any court ! or other public authority for a period of three (3) i 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 p-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 terminates 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. All work, inclu9ing t e 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 period of one (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 t supplied by the Contractor that become evident within one I (1) 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 dues 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 Owner may do the t work, and the Contractor and her/his Surety shall be t liable for the cost thereof. Any additional requirements for the project relative to correction of defective work i 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 ma r a s or ere ;to eaContractor shall must and consult with the Engineer relative to materials, equipment• and all arrangements for prosecuting the work. i E-2. SCHEDULES AND PROGRESS REPORTS. Prior to starting the construction# the tontractor shall furnish the Engineer 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 tho Engineer, if requested, as xoon 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, rata of progress, estimated time of completion, and cause of de- lay, if any. E-3. PROSECUTION OF THE WORK. It is expressly understood and ff agreed t, at the time of- beginning, rate of progress, and l 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 an may be to quired, to complete the project as contemplated in the Contract Documents and the approved construction ached- !!_�' ule. t r'` Gen. Cond. -16- 1. 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 work in pro- gress. r 8-4. ASSIGNMENT. Neither party to the Contract shall assign i the Contract or sublet more than fifty 150%) 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 h'ng neer, 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 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 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 makes good the deficiencies and deduct the cost thereof from the payments then or thereafter due the { Contractor. i E-6. OWNER'S RIGHT TO TRANSFER EMPLOYMENT. If the Contractor s Quid lie aaju god —aankrupt; or if the Contractor 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 1 should fail, except in eases for which extension of time If provided, to supply enough properly skilled workers or proper materials; or if tMa Contractor should fall to makes 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 substantial violation of any provision of the Contract or any laws or ordinances; then the Ownear, if sufficient cause exists to justify such action, may without pre- judice to any other right or zomedy, and after :giving the Contractor and Surety seven (7) days' written notices, transfer the employment for said work from the Contractor to the Surety. Upon receipt of such notice, such Surety shall enter upon the premises and take possession of all 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 provider the materials therefor r without te=ination of the continuing full force and ef- 1 Gen. Cond. -17- [i r' feet of this Contract. In case of such transfer of em- ployment to such Surety, the Surety shall be paid in its ( 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 i 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 case, the Contractor shall not be entitled to receive any further payment until the work is finished. if the ex- pense of completing the Contractr including compensation #or additional managecrial and administrative services, t shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. E-7. DELAYS AND EXTENSION OF TIME. If the Contractor be de- aye it me n e progress of the work by any act or neglect of the Owner or the Engineer, or of any em- ployee of eitherf or by any separate contractor employed by the Owner; or by changes ordered in the works or by strikes, lockouts, fire, unusual delay in transportion, t 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 Owner- selected equipment) shall not be considered as a just cause for delay. The Contractor shall be fully responsible for the timely ordering# scheduling# expeditingq, delivery# and installation of all equipment and materials. 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 evade for delay occurring morel 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 an provided in the Contract, the Contractor shall reimburse _b Gen. Cond. -18- the Owner for the additional expense and damage for each calendar day, Sundays and holidays excluded, that the i 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 nature of a penaltyj. but as liquidated damages which have accrued against the Contractor; and the Owner is authorized to deduct the amount of such r 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 lot otbar con rac s 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- stituto an acceptance of the other contractor's work as fit and proper for the reception of her/his work, excopt 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- rac oro equ pment, 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 v promises with bar/his materials. The Contractor shall provide, at her/his own expertise, the necessary rights- of-way and access to the work which may be required out- side the limits of the Owner's property. 1. E-11. USE OF COMPLETED PORTIONS. The Owner shall have the right to take posseso on 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 E� E Gen. Cond. -19- F NEW— shall not be deemed an acceptance of any work not com- pleted in accordance with the Contract Documents. If ' such prior use increases the cost of the work, delays the completion of the work, the Contractor shall titled be en- titled to extra compensation or an extension of time, or both. E-12. CUTTING AND PATCHING. The Contractor shall do all cut-fitting, or patching of her/his work that may be required to make its several parts come together properly t and fit it to veceive or be received by work of other contractors shown upon or reasonably implied by the Plana. 4,,ny defective work or material, performed or furnished by the Contractor, that may be discovered by the Engineer before the final acceptance of the work or 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. E-13. CLEANING UP. The Contractor shall, at all times, at the Con ractor s own expense, keep property on which work is in progress and the adjacent property free from accumula- 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. F. PAYMENT r-i. PARTIAL PAYMENT. At the end of each calendar month, the ng neer w 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 on 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, excerpt where the Owner is a municipality whose laws sec;uire the approval of each payment by a council or similar body= in which case, the amount of said estimate shall become dun 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- rive Thousand Dollars ($15,000.00) , the Owner will deduct ten (10%) percent of all progress payments for the work completed until five (51) percent of the total Contract price has been retained. No additional retainage will be withheld unless otherwise provided in the Special Condi- tiona. The amount retained as provided above will withheld by the Owner until completion of the Contract to insure faithful completion of the work under the terms of the Contract Documents. 3 . Gen. Cond. -20- Q I E To receive partial payment for materials delivered# but not incorporated in the work, it shall be necessary for the Contractor to the submit ad of said Engineer ionth a tli.stsofseven such { (�� days prior to supported by invoices of suppliers. [ materials, with costs Proper storage and protection shall be mad$only dfo- mater- ials Final Payment tale incorporated in the work and,for whichon aadvaincecpayments work, all materials remaining had been made shall revert to thepayments made ofor unless these s otherwise agreed, and partial payment for the items shall be deducted from the final woxk. Monthly partial payments shall be conditional upon pro$e- � 4ution of the work in accordance with the r workiin the Of the Contract and, on contracts for any public State of Oregon thexContractorQ the W gee Certificatioon n Form with the owner by required by ORB Chapter 779# 1969, as amended. Nothing contained in this article shad be construed to reject the whole or affect the right, hereby rosorve`d, to any part of the�.; aforesaid theshould workthe Contract ork be later found not to comply with Documents. All estimated quantities of work for which progress pa onto have been areae are subpa mento by vithe ( and correction on the f t; 0l 05 ha Owner and acceptance by Contractor or progress paY- s ofIu.'. of Monts based on periodic estimate stit toities acc ptanceork of performed shall not, in any way, can j the estimated quantities Used paya�ant a basis for computing the amocnts of the progress F-2. EXTRA WORK- Any work necessary or required to carry out tindent Of tin stheontract Contractocuments Documents y or w'hichacannot nott indicate reasonably be implied from *h1e intent tented and are extra of the Contract 'Documents shall be co ed extra work or changes sfiaii b® payment for any order ( determined bye a, Unit prices usedinextra he ti a weorktottchan�s2 tc o agreed upon for b. Lump sum agreesmeent# in writing, between the Contractor and the Owner; or, c. Force Account Wort:. if the method of payment cannot be agreed upon prior to the beginning Of the work, and the Owner of the Engineet directs that the work be done on a force account basin, then the Contractor shall furnish labor, equip- :: =onto and materials at costs and gates in effect at the time the work is acromplisbed plus per centage allowances as designated hereinafter: Gen. Cond. -21- Items of Cost on khich Percentage Allowance Payments Will Be Allowed for Overhead & Profit (1) 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, is% i not owned by the Contractor, having a value in excess of $100 actually used on the work. 1 Rental on each piece of e:quiPment None owned by the Contractor, having a value in excess of $100 actually used on the work. (Rental rates shall not exceed those (Allowance of the State Highway Department for included comparable equipment.) in rental rate.) ' - (4) Subcontractors' bills. 10% For equipment rented on a day or hour basis, rental will be allowed for only those days or hours during which the equipment is in actual use. The rentals allowed for equipment will in all cases be understood to cover all fuel, supplies,, repairs, and renewals, and no further 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 the Contractor's costs involved in any approved extra work shall be submitted to the Engineer within thirty (30) days after said extra work has been performed. No payment will be made for !extra work billed and sub- mitted to than Engineer after the thirty 430) day period has expired. No extra work shall be performed by the Contractor, except in an emergency endangering life or property, unless in pursuance of a written ordear, as provided in Article B-3 of these General Conditions. r-3. RELEASE OF LIENS OR CLAIMS. The Contractor shall submit, by a means acceptable to the Owner, evidence that pro- visions have been made to satisfy all liens or claims growing out of lawful demands for materials, labor, and 8 + Gen. Cond. -22- C F -ytion with the work before the ibel f incidentals its connc ercentage , payment ar any part of the in l de# but are not limited come due. Such means may i to, one or more of the following% $. of which a lien or Receigts in full of all items out i claim could arise. b. Complete release of all liens and claims* releases c. Affidavit by Contractor that receipt-, account for all labor• materials, or incidents s E used in the work. d. any lien as cliam. A bond to indemnify owner Against If an lien or claim remains uns�atiefied d to the all YyY payments are wade, the Contractor attermay be compelled to ay owner All moniesuGtB ch as lien or claim, including ail co in discharging ,s fes. and a reasonable attorney the Con- Upon c=pletion of the war) that the notify the Engineer, in writing+ tractor a a his/har art of the Contract and Contractor has camPlet�ad eat If the work has been com- Ung- shall raqueat final payor 4 plated to the intent of acceptance he tof act completed workand ineor ahall recommend acdue s submit a final estimate ox tt�rovsluof this finaloestimate under this Contract. Upon aP; revisions in Article by the owner# and compliance with other provisions as F-3 of these General Conditions, a to the Contractor may be applicable# the owner she,, Ya undery the provisions of 6 all monies duo the Contract those Contract Documents@ eat of the ra'- on Contracts for Public works, final payor tained Par viii no be made until the Contractor � has also furnished the �edrtification required by flA Chaptms 279, 1963, as atom j, �y 4 C{ Ge Conti. -23- Ger. r SPECIAL CONDITIONS REVISIONS TO GENERAL CONDITIONS The General Conditions of these Contract Documents are hereby revised as follows: Paa Article Cws Luer and Grades Add the following; The Engineer will provid* construction survey information in conformance with the following. GravitV Sewers and DrMins de offset If requested by the Contractor,, the ae:wars and Will ainsrati intervals stakes along the route gravity Cantzae;tar, provided that and locations identified by fact average interval shall n offset blosstnnce and vertical an 25 s thfeet, distancekto will indicate horizon.-al pipe invert. Walz Linea if requested by the Contzawctor+ the horixont&Iineer ill deflecti deflectionsh tho points location of the water line key staking and by mean of offaezt stQfeah epil+ei in�icatieadi�ie�aeh stake. the depth of cut to the invert The Contractor shall laYand tfitti he gs a►vailablek from sand ttoethe3oconform pre'sence to the length of pipes of existing utilities anouout t the,wozk.any additional elevations a® may be required to Y existing gneilities, the: Where now construction connocts to Contractor shall check and establish the exact location prior to construction of the facilities. pa 0 9 ArticleD-3.d State3 Hi hwa DOPartmcr�t insurance Coverage` The Contractor shall provide the State pipe Department Pole, Conduit8 "Certificate and Endorsement ofin The required form the Road Approach or Miscellaneous permits." shall be filed out b included in these Contractorogsinsurance cottpanyland r �rned to Contractor and the the Engineer. f Spec.Cond.-1 s 4iM y i1� ............. .....ice—..w......_.. - q { E i Page-1-11, Article D-4, Permits and Licenses The towner has obtained or applied for the following permits; a) Oregon State Highway Division. A permit has been issued t by the State Highway Division to the Owner for the required work within State right-of-way. The Contractor shall comply with the conditions of that permit and shall �T provide the required insurance (Article D-3.d) and shall file with the State a band in the amount of $1,000 to copy of the permit and the bond form is included in these specifications) . Page 12 Article D--9.bo 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-itPartial Payment ' The xetainago amount withhold by the Owner will be deposited in the Oregon State Local Government investment Pool during the contract period in accordance with ORB 279. 420 (4) . Upon completion of the project, the Contractor shall be paid the � 5 retainage plum the interest earned. i I `i �r1 6 3 :a t� Spec.Cond.-2 i Ex PROPOSAL FOR k CONSTRUCTION OF COMBINED DARTMOUTH STREET L.I.D. AND C.I.P. of Tigard 4 i t Tog City 4 13125 S.W. H19a�v- 2 Tigardt Oregon the undersigned to enter This Proposal is submitted AD f Tigard,an offer thereinafter referred e�rials I into contract with the C Ytools, equipment and the Owner. to furnish allaired rfor constuction of the Combined and Perform alwork L i D.r and red f in accordance with the Contract t_ ration of the Dartmouth Street Documents for said construction project undorsignede agrees within ce amounts stated in this Proposal- owner to execute a contract 89 c mend ten (10) calendar days of receipt of written notice of mcc�p an to this Proposal by the Ow Performa Witt) the owner and provide a Corporate3urety Payment Bond er the amount of 100 percent of the awarded Contract. Payor Ridder declares by the signing el this proposal that wtage The x prevailing provisions required in the ORB3Contr tract*Ing The signing of this rates shall be in proposal constitutes compliance. A separate statement is not required. f�CH LDULE L. word of the Local improvement District (L.1-D- ) of t a ty of Tigard. PROPOSAL AMOUNTS AMOUN L FOR ITEM[ { ITEM 2A CLEARING AND GRUBBING ( Clearing and grubbing.. complete ! _ at a lump gum price of 1 Prop-1 ITEM AMOUNT FOR ITEM 2B ExCAVATION AND EMBANKMENT Excavation 7,100 Cu. yds. at a unit price of $ per cu. yd. Embarkment. 11,200 cu. yds. at a unit price of $ per cu. yd. $ Subgrade staabilixation 4,000 cu. yde. at a unit price of $ per cu. yd. $ 2C SUBGRADE PREPARATION Subgrade preparation and compaction, 18,000 sq. yde. �. at a unit price of $ per eq. yd. $ rilter fabric, 6,000 eq. yda. � �v at a unit price of $ per is yd. $ 2D TRENCH EXCAVATION AND BACKFILL i Trench Excavation and Backfill for Sanitary Sewer and Storm Drain Pipe 18" and smaller 0-6 foot depth, 3,1.80 line ft. at a unit price of $ 1 per lin. ft. $ 6-8 foot depth, 120 lin. ft. at a unit price of per lin. ft. 8-10 foot depth, 660 line ft. j at a unit price of $ per lin. ft. $ 10-12 foot depth, 2,080 line ft. at a unit price of $ per lin. ft. $ Prop-2 q i AMOUNT FOR ITEM t ITEM 12-14 foot depth, 210 lin. ft. at a unit price of $ per lin. ft. $ 14-16 foot depth, 100 lin. ft. at a unit price of i pipe 240 to 420 0-6 foot depth, 106 lin. ft. at a unit price of $ per lin. ft. $ Pipe 480 and larger 0-6 foot depth, 240 lin. ft. at a unit price of $ par lin, ft. S t Trench Excavation and Backfill for Water Line and Electrical Conduit Water line, 4,140 lin. ft. at a unit price of $ per lin. ft. $ Electrical conduit, 3,400 lin. ft. at a unit price of $ per lin. ft. S 2E BASE AND LEVELING COURSES Rase course, 11,000 tons at a unit price of i $ per. ton $ + Leveling course, 2,500 tons at a unit price of S per ton 2P ASPHALT CONCRETE C3ass ® saphalt concrete 2,400 tons at a unit price of rr $ per ton $ f 1 Prop-3 ITEM ANOM,:T FOR ITLr Class C asphalt concrete 1,600 tons at a unit price of per ton $ i 2G CONCRETE CURS AND GLITTER Concrete curb and gutter 7,000 line ft. at a unit price of $ per lin ft. $ 2A CONCRETE SIDEWALK AND DRIVEWAY ,APPROACHES Driveway approaches, 180 sq. ft. at a unit price of $ per sq. ft. S 21 PAVEMENT MARKING Pavement marking, complete at a lump sum price of 2J MANHOLES Standard manhole Type A, 16 each at a unit price of $ per each Standard manhole Type Dt 1 each at a unit price of $ par each Tigard standard inlet manhole, 11 each at a unit price of $ per each Additional standard manhole depth, 75 line ft. at a unit price of 0 per lin. ft. � 2X, CATCH 6ASIMS Catch basins# 10 each at a unit price of 11 $ per each i.. ! I f ss Prop-4 f 3 f ITEM AMOUNT FOR ITEM � r 2L STORM DRAIN INLET STRUCTURE Concrete inlet structure 30-inch storm drain, 1 each at a unit price of t $ per each $ 1F 2M SEEDING AND MULCHING i Seeding and mulching, complete at a lump sum price of $ 2N STREET BARRICADES �. Street barricaded, 2 each at a unit price of per each $ 15A WATER FIRE AND FITTINGS �^ 6-inch water line, 640 line ft. at a unit price of $ per lin. ft. $ 12-inch water lino, 3,500 line ft. at a unit price of f $ per lin. ft. $ Cast iron fittings, 17,000 lbs. at a unit price of $ per 1b. $ 12-inch tapping too, 1 each at a unit prices of $ per each $ 158 VALVES AND VALVE BOXES 6-inch gate valve, 18 each 6 at a unit price of per each 12-inch gate valve, 1 each at a unit price of ^ $ per each $ 12-inch butterfly valve, 7 eacb at a unit price of $ per each $ �1 C Prop-5 a a ( t � F s '( ITEM AMOUNT FOR ITEM j 15C FIRE HYDRANT ASSEMBLIES i Fire hydrant assembly, 7 each at a unit price of $ per each i 15D RELOCATE FIRE HYDRANT ASSEMBLY l.. Relocate fire hydrant assembly, 1 each, at a unit price of per each $ , 15H ELECTRICAL CONDUITS i 2-inch electrical conduit, 2,060 lin. ft. at a unit price of �. $ Per lin, ft. 4-inch electrical conduit, 540 Sin, ft. at a unit price sof $ per lin. it. S 2-inch 900 bend, 7 each at a unit price of per each �. 4-inch 900 band, 1 each I at a unit price of per each Pull box, 3 each at a unit price of $ per each E y 1SP HTORM DRArNs 10-inch pipe, 210 lin. ft. at a unit price of $ per .lin, ft. 8 �w 12-inch pipe, 1,060 lin. ft. at a unit price of $ per lin. ft. - 15-inch pipe, 1,280 lin. ft. at a unit price of $ per lin. ft. $ Prop-6 �_ TTEH AMOUNT FtlI2 ITEM 18--inch pipe, 150 lin. ft. f at a unit price o� $-____�___�___ per i in. f t. $ 30-inch pipe, 130 lire. ft. at a unit price of $ per lire, ft. $ �8-i.nch pipe, 340 lir1. €t. ut a unit price of $ � per lin, f t. Riprap, lS cu. yds. at a unit price of $ Par eu. yd, $ 15G GRAVITY FEWER PIPE 8-inch saber pipe, 3x980 13n. #t. at a unit price of $ par lin. !t. $ 6-ineh tea fitting, 9S each at n unit prig of � $-.__�_.�, s. par each $_. 15H SGtILDI�IC 6EWER8 i Trench erxcavation and backfill 1,980 lin, ft. � at a unit price of � ; par lin. #t. $ 6-inch building aeaar, 1,280 lin, #t. ��` at a unit price of $ Per lin. #t. $� ( 1SZ St�HDRATp SSiBTEM ! Trench excavation, b30 iia. ft. at a unit pric�a of $ per iia. ft. $ 8ubdrain pipe and filter fabric, 630 lin. ft. � at a unit price of $ per lin. ft. $ ( Drain rook, 190 cu. ydo. � at a unit price of r . � $ per cu, yd. $ Prop-•7 �. �.`_ l ITEM AMOUNT FOR ITEM 15J SUSDRAIN CLEANOUT Subdrain cleanout. 2 each at a unit price of $ per each 35K STREET LIGHTING Light fiar.tures, 400 Watt. 20 each at a unit price of $ per each Light poles, 30 ft. , 20 each I at a unit price of s ( per each i l fS Prop-8 ( SCHEDULE C. Mork funded as a Capital Improvement Project (C.I.P.) of the City of Tigard. PROPOSAL AMOUNTS ITEM AMOUNT FOR ITER! 4 2A CLEARING AND GRUBBING � Clearing and grubbing, complete at a Jump sure price of r 4 2B EXCAVATION AND EMBANKMENT Excavation 1,000 cu. yds. at a unit price of per cu. yd. Embankment, 200 cu. yda. at a unit price of $ $ per cu, yd. Subyrade stabilisation 50 cu. yds. at a unit price of $ per cu. yd. } 2C SUBGRADE PREPARATION `6 1 Subgrade preparation and compaction, 21000 sq. yds. at a unit price of per sq. yd. Filter fabric, 400 sq. yda. at a unit price of per oq* yd. f I 2D TRENCH EXCAVATION AND SACKPILL Trench Excavation and Backfill for 3 Sanitary Sewer and Storm Drain r Pipe 18" and smaller 0-6 font depth, 110 lint ft. at a unit price of � $ per lin. ft. $ 6-8 foot depthr 30 lint ft. ` at a unit price of { $ per lino ft. Prop-9 4 r AMOO T FOR ITEM ITEM ^�8-2a foot depth, 50 li". ft. F at a unit price of $ $ per lin. ft. 10-12 foot depth, 55 lin. ft- at a unit price of � Per lin. ft. 12-14 foot depth. 60 lin. ft% at a; unit price of � ( per lin. ft. f 80 lin. ft- 14-16 foot depth• at a unit Price of 1 $ per lin. f t. Trench Excavation and Backfill for i Water Line and E1Qctricai Conduit Water line# 80 lin. ft. at a unit price of f t. _"""'° $ per lin Electrical conduit. 50 lin. ft. E at a unit price of per lin. ft. t 2E BA6E ANP LEVELING# COURSES i Base course• 1,300 tons at a unit price of per ton Leveling course, 270 tons At a unit price Of $ _ per ton 2p ASPBALLT CGRCRE'TE class R asphalt concrete 420 tons $ at a unit price of par ton ( Class C asphalt concrete 280 tons at a unit price of S per ton i t. prop-10 s E c- � w ITEM AMOUNT FOR ITEM I 2G CONCRETE CURB AND GUTTER Concrete curb and gutter 350 lin. ft. at a unit price of $ per lin. ft. $ 28 CONCRETE SIDEWALK AND DRIVEWAY APPROACHES Sidewalks, 440 eq. ft. ! at a unit price of $ per eq. ft. $ 21 PAVEMENT NARKING Pavement marking• complete at a Jump sum price of $ 2J MANHOLES Standazd manhole Ieype he 3 each at a unit price of i $ per each $ Additional standard manhole depth, 23 lin. ft. j at a unit price of $ per lin. ft. $ 2K CATCH BASINS Catch basins, 2 each at a unit price of $ per each $ 2L SEEDING AND MULCHING Seeding and mulching, complete at a lump sum price of $ 2M SEEDING AND MULCHING Seeding and mulching, complete at a lump sum price of $ 15A WATER PIPE AND PITTINGS f 1 6-inch mater line, 350 lin. ft. f at a unit price of $ per lin. ft. $ 1 Prop-11 tis: ITEM AMOUNT FOR ITEM 12-inch water line, 106 lin. ft. at a unit price of S per lin, ft. S Cart iron fittings, 600 lbs. at a unit price of S per lb. S t : jj 15B VALVES AND VALVE BOXES t 12-inch gate vaslve# 1 each at a unit price of $ Per each $ 12-inch butterfly valve, 3 each at a unit price of �. $ Per each $ 15F MEM DRAINS ( ' 10-inch pipe• 140 line ft. at a unit price of $ per lin. ft. S 150 GRAVITY SEWER PIPE $-inch sewer pipe, 245 line ft. at a unit price of 4 per lin, ft. $ TOTAL BOTH SCHEDULES # f i . Prop--12 The undersigned agrees 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)be will complete the work within 300 calendar days after receipt of said notice. i Enclosed is a bid guarantee, consisting of in the amount of ten percent (10%) of the total laid amount. �- BUSINESS NAME OF BIDDER BUSINESS ADDRESS - ACKNOWLEDGEMENT FOR SOLE PROPRIETORSHIP OR PARTNERSHIP In witness hereto, the undersigned hos net his or her hand this day of SIGNATURE OF BIDDER TITLE .» ACKNOWLEDGEMENT FOR CORPORATION In witness herato, the undersigned corporation hos causes'! this Instrument to be executed and its Baal affixed by its duly authorised officers this day of + 1s NAME OF CORPORATION SIGNATURE OF BIDDER i TITLE ATTEST SECRETARY w_ 1 a r' �i Prop-13 TECHNICAL SPECIFICATIONS 4 } FOREWORD iAbbreviated references to standards to national associations refer to the following% AASHTO American Association of State Highway and r Transporation Officials ACI American Concrete Institute % AGA American Gas Association ` AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI American National Standards 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 AWWA American Water Works Association AWS American Welding Society AWPA Amorican Wood Preservers' Association DFPA Division for Product Approval of the American Plywood Association FLn.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 Coda NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Firm protection Association ` NLMA National Lumber Manufacturers' Association SSPC Steel Structure Painting Council USC Uniform Building Code DL Underwriters' Laboratories, Inc. WWPA Western Wood Products Association The numbers and letters following the abbreviations denote the Associations' aerial designation for the specification or standard to which reference is spade. 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. k t Foreward 1-1 t I I IA. GENERAL REQUIREMENTS SEQUENCE OF OPERATIONS Prior to starting construction, confer with Engineer and develop a construction schedule, acceptable to the E'ngincz=—, that will permit existing facilities to function during construction. New work shall be cleaned and tested in accordance with applicable specifications prior to connection with existing facilities. if work outside of normal working hours is required, Contractor shall perform the work without additional compensation. SMITARY FACILITIES Contractor shall provide and maintain, in a newt and sanitary condition, such accommodations for the use of her/his employees as may be necessary to comply with all applicable lawat 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 shall promptly return any free sewage by pumping, diversion in a M closed conduit, or hauling in closed watertight vessels to a public sanitary newer or sewage treatment facility. UNDERGROUND UTILITIES The Engineer has endeavored to locato 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 mart: their -existing facilities within the limits of the work. In the event of interruption to domestic wateer, se'we'r, 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 1 proper authority. Cooperate with said authority in restoration of service as promptly an 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 received. In the event they Contractor encounters gator service lines that Interfere with grading or trenching, the Contractor may, by iA�a 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 Utilitx Telephone No. i Washington County Roads 648-8784 Metzger Water District 245-3331 s Oregon Department of Transportation 229-5002 Northwest Natural Can Co. 226-4211 Pacific Northwest bell Telephone 470-4121 Portland General Electric 643-5454 Unified Sewerage Agency 648-8621 General Telephone Co. 639-1002 Tigard Water District 639-2591 � . City of Tigard 639-4171 i TEMPORARY WATER ` Water is available from hydrants. Secure permission from the Metzger Water District. The Contractor shall make arrangements and pa all costs for obtaining and transporting the water from the hydrants to the area of usage. Upon completion of the work, the Contractor shall remove all temporary piping and facilities used during the "nstruction. PUALIC SAFETY AND CONVENIENCE 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 *hail be provided for in 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, place, and maintain those barricades, barriers, lights, flares, dagger signals, and watchers as are necessary to protect the persons and property of the traveling public. All barricades and obstructions 1A-2 i t I shall be protected at night by signal lights which shall be suitably distributed and kept burring from sunset to sunrise. Whenever the Contractor's operations create a hazardous condition, (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 mad© 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 amendmeantso of the Manual on Uniform Traffic Control Devices for Street's 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 Oregon Supplements. Minimum one-way traffic flow shall be maintained on all roads except as noted below. Intermittent f 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. ACCESS FOR POLICE. FIRE, ANO POSTAL SERVICE Notify the Fires 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 dead-end streets, in excess of 300 linear feet, without special written permission from the Piro Department. Conduct operations with the least interference to fire equipment access and at no time prevent such access, The Contractor shalt leave a night emergency telephone number or numbers with the Police Department and Fire Department seg that contact may be made easily at all times in cage of barricade and flare trouble or other emergencies. INTERFERING STRUCTURES Protect all existingstructuresstructures from dsmnge� where existin 9 - structures must be removed, or are damaged during construction# TJi 1A-3 condition. Notify the Engineer of restore structures to originaly any damaged underground structure, and make repairs or replace- ments before backfilling takes place. Remove and replace such small miscellaneous structures as fences, { mailboxes, and signposts without additional compensation from the l Owner. Replace these structures in a condition as good or better than their original condition. If existing structures are encountered which will prevent con- 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" durin field revisions shall be borne by the Con- tractor without additional cost to the Owner. if the Contractor t shall fail to notify the Engineer when an existing structure is t . encountered, the Contractor shall proceed with the construction at her/lois 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-and loader supplemeanteed by washing with water, power brushing, and hand labor. SITE RESTORATION AND CLEANUP i At all times during the work, keep the promises clean and orderly, E and upon completion of the work, leave the project free of rubbish or excess materials of any kind. touring construction, stockpile the excavated trench materials so an to do the least damage to adjacent lawns, groaned areeao, gardeno, shrubbery, or fences, regardless of whether those are on private property, city, state, or county rights-of-way. Remove all excavated materials from "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. All existing drainage ditches and culverts shall be reopened and graded and natural drainage restored. Restores culverts broken or damaged to their original condition and location. Upon completion of the project, all areas used by the Contractor in connection with the work shall be cleared of all temporary structurees# rubbish, and waste materiala and graded to drain and bland in with j 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. 1 f lA-4 " 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 t. sum bid or unit price bids, as applicable. Mobilization t.l 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 5 percent after submittal of an acceptable work schedule and 25 percent after commencing construction. w. �t e �.V t S r � •�M �. JA�� F� r t 2A. CLEARINC AND GRUBBING ; A. GENERAL SCOPE This aection 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 ! stump, trees, logs, roots, shrubs, vines, grass, and weeds and the removal of curbs, pavement, driveways and other structures as required. B. CONSTRUCTION GENERAL Clearing and grubbing shall consist of the removal of treees, stumpe, debris, plant materials, curbs, pavement, driveways, and other structuress, as required. Existing catch basins, culverts, or similar structures which aro to be abandoned shall be either removed or filled with gravel or sand backfill i material. In any case, such items to be removed or abandoned shall be removed to a depth of not less than one foot below 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 i shall be removed to a depth of not loss than one foot below the limit line's of excavation. Holes resulting from any grubbing operations shall be filled with suitable material and tboroughly compacted. The area on which clearing and grubbing is to be performed ( shall be the area on each aide of the roadway center line to a ( width of two fleet outside of excavation and embankment slope liners or, in the case of private driveways, one foot outside of the otcavation and ,embankment slope: lines for the driveway- Where portions of existing driveways and streets are to be reemoved# the Contractor shall saws cut the driveway and street at the limits of removal. The removal operation shall be 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 re=main 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 4 MEN y ( 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 those required 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 areata 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. t BACKFILLING AND CLEAN OP 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 adjjacent undisturbed topography. Leave work area in a clean �.. ani! sightly condition, free from litter and debris. IC. PAYMENT Payment for clearing And grubbing will be based on the lump sum price stated in the Contractor's Proposal. Paym@nt shall constitute full compensation for all work required for clearing and grubbing. 1 x i � s k 1.3 ;# 2A-2 p 1 2B. EXCAVATION AND EMBANKMENT r A. GENERAL SCOPE i This section covers the work necessary for excavation, construction of embankments zubgrade; preparation and stabilisation, and disposal of excess material required in construction of the street improvements. B. MATERIALS EXCAVATION i Excavation is unclassified. Excavate all materials regardless { of formation encountered. Contractor shall make hear/his own estimate of the kind and extent of materials that may be encountered. EMBANKMENT Embankment may be suitable excavated materials originating 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 Contractor shall make her/him own investigation and analysis of existing conditions to determine material availability. SUBORADE STABILIZATION Subgrade stabilization material shall be 4" - 3/4" crushed rock and shall conform to Section 703.05 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. �t 28- 1 �T EXCESS EXCAVATED MATERIAL The Contractor shall dispose of all excess excavated materials, shall male arrangements for the disposal, and bear all costs or retain any income incidental to material disposal. EMBANKMENT i . PREP,hRATION OF EMBANKMENT FOUNDATIONS Prior to construction of embankments, excavates unstable s material of 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 materials cannot be reached by normal compacting equipmeAnt, compact to specified density by approved mothodsss. EMBANKMENT COMPACTING AND DENSITY REQUIREMENT Density of compacted materials in place will be determined by ASTM D1557 (AASHTA T 180) . Compact all embankments, fills and backfills within 3 feet of established subgrade elevation to a minimum density in i place of 93 percent of maximum density. Bestow said 3 foot limit, compact to a minimum density in place of 90 ( percent of maximum density. t Perform watering of materiels if required to provide, compaction of embankments :and backfills and to alleviate dust nuisance. Water by means of tank trucks equipped with spray bars, by hose and nozzle, or by other approved equal means which ensure uniform and controlled applica- tion. The use of splash boards will not be permitted without prior approval. Embankment or backfill materials shall not be placed in final position until moisture in ( excess of optimum moisture has been removed. 2B-2 � FOUNDATION STABILIZATION When, in the opinion of the Engineer, the ex; ting material below subgrade is unsuitable for supporting the pavement, as backfill to osubgrade subgrade FOUNDATION Sd by the TABILIZATION Engineer, back STABILIZATIONmaterial specified hereinbefore. D. PAYMENT rXCAVATION f payment for excavation will be based upon the unit Price Per cubic yard not forth in the Contractor's proposal. The Pay quantity will be the number of cubic yards excavated between the required subgrade, shoulder, and slopes elevotions 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 terials The the in�t will icomputeSUBGRADE excavation quantities N to the nearest Engineer yard. EXCESS EXCAVATED MATERIAL Compensationitfor thedisposalsposal of excess excavation material is include payment f XMBANKMENT payment for embankment will be based upon the unit price pay cubic yard flet forth in the Contractor's proposal. quantity will be based on field measurement of the actual number of cubic yards constructed and accepted, complete within limit* shown iinesoofdirected. atake'dWcrouseire a�ectionie# this shall be withinnest No measurement or payment will be made for quantiti@es required dun to subsidence or sesttleemeant of ground or foundation, for settlement of materials within she embankment ban mregardless for of shrinkage, settle,�ment# washout, slipp g or causes, Trench excavation, bedding, and backfill placed in they C completed embankment will be paid for separately for the particular item and class of construction. t i 2B-3 F f SUBGRADE 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 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 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 i constitute full compensation for the excavation and disposal of unsuitable material and for all work required to furnish and install compacted subgrade stabilization material. I l f l .. 4 t .r, 2B-4 E-1 2C. SUBGRADE PREPARATION A. GENERAL SCOPE This section covers the work necessary to prepare the subgrade for curb, rock and paving construction. } B. MATERIALS FILTER FABRIC Filter fabric shall be Typar style 3401, Mirafi 500X, or approved equal. C. CONSTRUCTION MANHOLE FRAME ADJUSTMENT The height of all manholes within the area to be paved shall be adjusted to conform to now grades and cross sections shown ! on the Plans and Standard Detail Shoots. The Contractor shall remove the earth around the manhole without disturbing a greater area than necessary and raise or lower the manhole frame until the top surface is at the correct elevation. The manhole frame and grade rings shall be mortared or rermortared 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 s pneumatic tamper before the next layer in placed until the backfill is up to the subgrade elevation. i WATER VALVE BOX ADJUSTMENT Water valve boxes in the area to be paved or graded shall be 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. SUBGRADE PREPARATION AND COMPACTION t Subgrade shall be considered as the area: that in to receive the base course material and the curb or curb and gutter. The subgrade shall be brought to the required elevation and shaped, with suitable equipment, to the lines, grades, and cross sections shown on the Plans or established by the ( Engineer. The Contractor shall grade the subgrade to within a 2C-1 `i tolerance of 1/10 of a foot of that grade called for in the Plans or as determined by the Engineer. I. 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) . i Subqrade material shall contain the proper moisture during compaction to stabilize and bindd materials to produce the density specified. If sufficient moisture is not pxesent, additional water shall be added by sprinkling as authorized by the Engineer. SUBGRADE STABILIZA'T'ION I If the subgrade material has soft spots due to excessive t groundwater or unstable material, the Contractor shallremove the objectionable material, as directed by the Engineer, and replace it with compacted SUBGRADE STABILIZATION material as specified in vection 2B, EXCAVATION AND EMRANrJ4ENT. FILTER FABRIC Filter fabric shall be placed at the locations directed by the Engineer. Material shall be: installed in accordance with the manufacturer's recommendations. Overlap all fabric sections a i minimum of Is inches. Aggregate material placed on top of fabric shall be bladed into position with a bulldozer or front end loader. Tailgating of aggregate directly onto the fabric will not be peermitteed. 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 gull compensation for all labor, equipment, and mateerials, �^ including grade rings and mortar, required to adjust existing manhole frame3s. Payment for removing manholes top slabs or cones# if required,, will be specifically designated as 4 included in another bid item or will be negotiated as an extra work pay Item. WATER VALVE BOX ADJUSTMENT f _ 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 ! y 1 sf y compensation for all labor, equipment, and materials, including extensions if required. SaBGRADE 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 labor, equipment and water required to compact the subgrade. i FILTER FABRIC Payment for filter fabric will be basad upon the unit price per square yard set forth in the Contractor's Proposal. !! Measurement shall be based capon the area where filter fabric i is placed. Payment shall constitute full compensation for all labor, equipment, and materials required to place filter i fabric material. 's i f t . 'i i 1 E �r ZC-3 f 2D. TRENCH EXC&VATION AND BACKFILL . GENERAL SCOPE This section covers the work necessary f°basetrench� excavPiles axone and backfill, complete, except for pipe backfill which are included under other ctctions in Division 15. EXCAVATION Excavation covers, but is not limited to, work necessary to i remove and disposes 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 heroin. Excavation covers the trench { including all manholos, catch basins, valvas, vaults and other &ppurtnnces and all along other appurtenances Shoring, are incidental r its 1 tothis dna 9 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 material removal which is not classified an roc 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 Engineer, requires for its removal drilling and bleating, wedging, Sledging, bazring, or breaking up with a power operated hand tool. No soft not disintegrated rock, nor hard pan, nor cemented gravel that can be removed with as bend 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 rement fall intro the excavation willgbe measure 8lc�xewhichall©od. many 2D-1 ,st i Y �,1i TRENCH FOUNDATION STABILIZATION Gravel for trench foundation stabilization shall be clean gravel or crushed tock 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. CONSTPUCTION lPAVEMENT 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 pavomernt. Pavement removal shall be of sufficient width to insures 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. i TRENCH WIDTH Minimum width of trenches in which pipe is to be laid shall be j i8 inches greater than the inside diameter of the pipe, except by permission of the Engineer. 2D--2 t; i J 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 special arrangements have been made with the affected property owners. GRADE Excavate the bottom of the trench to the trench subgrade. Trench subgrade shall be at least 4 inches below the outside bottom of the pipe barrel.. if the trench is excavated below the required grade, correct with PIPE BASE ass 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 6 inches deep to the established trench Isubgrade. SNORING Whenever necessary to prevent caving during excavation, or to protect adjacent structures, property, workesrs# 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 gravel base. Correct over-excavation as specified hearein- before for GRADE. Use the utmost care pro as not to endanger life or property, cause slides, at 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 i adjacent to any portion of exposed work or structures, unless proper precautions are taken to insure that the structures and materials; surrounding and supportingthe same will not be damaged by the blasting. ZD--3 9:4 and Cover the area to be shot with blasting mats or other approved type of prote;:tive material that will prevent the scattering of rock fragments outside of the excavation. Give ample I warning to all persons within the vicinity prior to blasting, 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 i in the circuit until just prior to the time for fining, and then shall be connected by the worker who will operate the blasting machine. After a blast boa 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 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 Contractor's use of explosiveas. 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, i completely and satisfactorily all damage caused by bloating to existing structures intended to remain it no additional expense to the Owner. i EXCAVATED MATERIALS During trench eexcavation# the Contractor shall locate the excavated material So it will not completely obstruct a traveled roadway or street and, unless otherwise approved by the Engineeer# all streets and roadways shall be kept open to at least one-way traffic. DEWATERING Excavations and trenches shall be kept frees 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 privates property or to cause a nuisances or menace to the public. Sufficient pumping equipment and machinery in good working condition for all ordinary emergencies, including �. power outage, and competent workers for the operation r,tt the pumping equipment shall be available at all times. Dewering equipment shall operate at all times unless written authorization is received from the Engineer. 2D-4 ovide and in le means and ces to At all times, and dispo ea of aallawater entering then trench promptly prepared ared for the excavation during the time the pipe the being d until the pipe laying, during the laying i completed.been e has backf ill at the led eonzevent entry arcollection waterrunoff ` shall be control to P excavations. TRENCH FOUNDATION STABILIZATION in When, in the opinion of the Engineer, the existing material the he trench is unsuitable for suPP the bottom of t9 pipe, excavate below the subgxade of the pipe base, as directto subrade ed by the Engineert a nd bacUfill the trench of Pips bases with TRENCH FOUNDATION STABILIZATION material specified hereinbefore. TRENCH BACKFILL ABOVE" PIPE ZONE push the backfill material first onto the eeloPe of the backfill previously placed and allow to roll down into the trench. Do not push the backfill material into the: trench in intatrial such a way ag the etr leastmit 2 fent ofee fall of Coveexthemise p ovideda over open trench until the pipe. Under no circumstances allow sharp• heavy pieces o material to drop dnoenotyuseeonto backfillpS or the mateprial ofmconsolied dated around the pipes. masses larger then one cubic foot. Backfill the trench above the pipe zones with GRAVEL FOR TRENCH BACKFILL in lifts not exceeding go 8-inch eerceentoMaxise mumh compactioand n, each lift to a minimum of The p 3 feet roust be placed in except for the top 3 feet* Maximum 8-inch looses depth lifts sUsnd pacted to A minimum Of eecmechanical vibrating or 93 percent maximum compaction. t impact tampers. Maximum density at the backfill Material ISO - shall bre determined by ASTM D1557 CAASHTO T 180 . Maintain the surface of the backfilled trench level with the existing grade with crushed rock backfill material until pavement replsccmcnt is completed. Any subsequent settlement of the finished surfacing during the warranty period shall be considered and shall be promptly fImproper repaired Conby the or CStractor atg Com - tion no coat to the Owner. i i R 2D-5 fe E t 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 r surfacing rack and cold-mix asphalt to keep the surface trenches reasonably smooth and suitable for normal traffic shall beTintall�dn ethetsam day mast of backfilling l bove ASPHall trenchers that cross paved streeta 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. i D. PhY� MENT payment for the work specified in this section will be made at the unit prices stated in the Contractor's Proposal, except for. ROCK EXCAVATION as defined hereinafter. Computation of quantitive will be as indicated for oath item and will be based upon measurements evade by the Engineer. TRENCH EXCAVATION AND BACKFILL } Bower and storm drain trench excavation and backfill will be paid for on a linear foot basis for the types of backfill instaliod and for the depth of the trench from tl+er 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 from center-to-center of manholes or to the and 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. Pater linea 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 Hill be paid for in Division 15. } l � 2D-6 } 111 t ( TRENCH FOUNDATION STABILIZATION ! Payment for this item will be based on the unit price per cubic yarn 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 dale the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. i i , 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 a stable base for the pipe. Thin 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 rock is encountered, 4 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: Deeth eiow now Line PD20 Gist* 12-inch and smaller 6 inches 15 to 21-inch inclusive 8 inches WIDTH Maximum width for payment purposes shall be 24 inches greater than the inside diameter of the proposed pipeline. f Quantities of manhole excavation shall be computed from the actual profile as above, with the width and length taken an 21 E inches greater than the inside diameter of the manhole wallas. Payment for rock excavation will be paid in addition to the linear foot payment for trench excavation and backfill. t 2D-7 Payment for rock excavation shall include full compensation for all labor, equipment, materials, and incidentals necessary to drill, blast, and excavate the material. No payment will be made for rock excavated below 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. t . a * � t 1.` 6 4' 1 Y t 5 y� t #� 2D-8 ^ M1 2E. BASE AND LEVELING COURSES A. GENERAL SCOPE This section covers the work necessary for the construction of the base and leveling couraes complete as shown ,on the Plans s and specified under this item. SUBGRADE APPROVAL Dane course work shall not start until SUBGRADE PREPARATION work has been completed and approved by the Engineer. RELATED WORDS SPECIFIED IN OTHER SECTIONS Section No. Item 2C. Subgrade Preparation D. MATERIALS ! BASE COURSE Dose course rock shall be 1-1/3 inch minus and shall conform to Section 703.07 of the Standard Specifications for Highway Construction of the Oregon State Highway Division. LEVELING COURSE Leveling course tock 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 bases course material on the prepared subgrade 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 leveling course hereinafter specified. The base course shall be built up in layers, none of which shall exceed S inches in compacte=d thickness. Crushed rock shall be spread in an even course of uniform thickness from vehicles a ui ed with spreading devices. Segregation of material shall be avoided and the material an spread shall be free from pockets of large or fine material. 0: in general, the spreading shall. begin at the end of the wosk 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 tasted 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 *bull 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 as depth that when thoroughly compacted it will conform to the grades and dimensions shown on the Flans 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 bolow 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 bona course. CARE or THE WORK t 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 coarse or until all contract work is completed, as pertinent. D. PAYMENT 1 Payment for base and leveling courses will be based upon the unit price per ton not 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 on trip tickets that are not properly validated or for material that is not properly utilized. t:r 2E-2 2F. ASPHALT CONCRETE A. GENERAL ( SCOPE i 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. PRIOR APPROVAL Asphalt concrete work shall not start until BASE AND LEVELING COURSE work box been completed and approved by the Engineer. RELATED WORM SPECIFIED IN OTHER SECTIONS Suction No. Item G I 2E. Baso and Leveling Course i B. MATERIALS 1 ASPHALT CONCRETE Asphalt concrete pavement shall be Class B or Clean C mix as shown on the Plans conforming to Section 401.11 of the Standard Specifications for Highway Construction of the Oregon State ilighway Division. Asphalt concrete mix shall contain not 1@62 I than 6 percent paving asphalt. The asphalt cement shall be I 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. At least 15 days prior to producing any of the mixture for use in the asphalt concrete pavement, representative samples of 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 no determined shall be known as the "mix formula" and shall be changed only upon order of the Engineer. bio mixture will be accepted for use until the "mix fo=ula" for the project is determined. [�', 2F-1 i i MIX FORMULA AND TOLERANCES After the mix formula is determined as prescribed above, the several constituents of the mixture and the temperature of the mixture at the time it is placed in final position shall conform thereto within the following tolerances, but always within the range of proportions specified in Section 403.11 of the Stannard Specifications for Highway Construction of the Oregon State Highway Division: Toleronce (plus or Minus Constituent of Mixture to Mix Formula) All aggregate of sieve sizes 1/4" and larger 6.0% C 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 10oF Should a change in source of material be made or should conditions arise which the Engineer determines to justify, the Engineer may establish a now mix formula. TACK COAT t Tack coat shall be emulsified asphalt type CRR-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 l 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 manhole frames, and to the surface of existing asphalt concrete pavement which is to be overlayed. MIXING. PLANT Asphalt concrete shall be proportioned and mixed in a plant of C modern design with facilities coordinated and operated so are to produce a mixture within the job mix formula. The plant shrill IJ 2F-2 be equipped with suitable storage bins for aggregates, weighing devices and heating and mixing equipment. Plant facilities 1 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. PREPARATION The size of batch shall be as determined by the Engineer based on the manufacturer's capacity rating or the net cubic contents of the mixer below the center of the mixer shafts. t The combined mineral aggregate shall be thoroughly mixed dry, after which the proper amount of bituminous cement shall be j 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 uch i longer as is necessary to obtain the specified results. continuous mix plants, the mixing time in seconds shall be as determined by dividing the pugmill dead capacity, in paunds, 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. 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 sot 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 Fabrenboit to which aggregates are to be heated before mixing 2500 to 3250 Degrees Fahrenheit to which bituminous ° ° cement is to be heated before mixing 250 to 375 Degrees Fahrenheit at which asphalt con- °( o cre►te is spread into final position 250 to 300 I . 1' 2F-3 HAULING 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 1 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 coveded 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 courage shall be shaped and roiled as nocoasary 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 f Fahrenheit. { 1- Pavers shall be self-contained, power-propelled units, provid- ed with an activated screed or strike-off assembly, heated if 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, lines, grades and cross sections. pavers used for shoulders y and similar cons-:ruction shall be capable of spreading and finishing to widths shown on the plans. The mixture shall be { laid in strips of such width as to hold to a practical minimum i the number of longitudinal joints required. The longitudinal joints in any panel shall offset those joints in underneath t panels by not lose then six inches. I unions otherwise ordered by they Enginter, 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 placedpavement. The length of strips and the time of placing adjoining striPs shall be i such that the edges of any strip along a longitudinal joint �. shall have they 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 rolled and has cooled unless and until said edge has been prepared in the tame manner an bereinaftear Bet forxfi for transverses joints. 2F-4 s �rri.rr�■ 1 l 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 E 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 sufficient to provide a good subgrade which meets the approval of the Engineer. The hole shall be filled with Class e asphalt concrete to 3 final grade approximately 1J8-inch above the level of the adjacent pavement. if the hole is over 0.5 foot in depth, tbo mix should be placed in equal layers and compacted. The compaction may be obtained by either tamping or wbool-rolling the mix. On areas of irregular shape, limited area, or where unavoidable obstacles make the use of specified spreading and �e finishing equipment impractical in the udggmont 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. 1_ 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 an directed by the Engineer. COMPACTION After the spreading, striking-off, and finishing has boon performed and while the mixture is still hot# ,, the asphalt 1 concrete shall be compacted thoroughly and uniformly by rolling. The rolling shall be done with 3-wh*eyed or tandem roller weighing not less than 8 toes and at least one of which shall weigh not mess 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 par 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 concreto, only one roller ( (minimum weight of 10 tons) will be required. The first t . coverage of initial or breakdown compaction shall be performed when the temperature of the mixture is not less than 250 F. All breakdown compaction shall be comp_leted before the �.., temperature of the mixture drops below 200 F., unless a lower temperature is directed by the Engineer. 2F-5 r� F r� 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 l 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 tolling 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 maximun► density of the mixture shall be determined in conformance with AASHT4 T209 as modified by ASHD. } 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 teat results shall not act as a waiver of this responsibility. When it is determined that specified density is not being obtained, all paving operations shah be dis- continued until corrective measures have been taken. E 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 6w-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. Along forms, curbs, headers, and walls, around manholes and 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 toiler to transmit compression to the depression area. The surface of the asphalt concrete after compaction shall be ;r 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 �bfresh hot mixture, which shall be fmmedlately compacted to 2F-6 y . t conform with the surrounding area. .any areas showing an excess of bituminous cement due to improper rolling procedures shall be removed and replaced. TRUS4ERSE 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 lairs 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 and permitted to become chilled shall be cut back or removed along the end so as to produce a slightly beveled edge for the 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 rolled to provide a smooth joint exactly meeting the line, grade, and cross section of adjoining asphalt oftor thorough compaction. When the and of a course or strip of asphalt concrete is to be temporarily subjected to traffic, the and shall bpi left on a bevel of approximately 20:i, being later cut back to a vortical edge to provide a fresh surface against which subsequently placed asphalt concrete is to abut. ( FORrACE [ The surface of the top or wearing surface course, when finishod, shall be of uniform texture, amooth, true to crown E andgrads, 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 met 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 In 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. j ZF-7 l lv PATCHING omissions or damage to the wearing surface shall be immediately corrected by hand patching. Defects such as raveling# low centers, lack of uniformity, or other imperfections caused by faulty work, shall be corrected as directed by the engineer. All costs incurred in coating ` omissions and in patching shall be borne by the Contractor and j no additional compensation will be made for such work. CLEAN LSP After the pavement has been completed, the Contractor shall collect and remove from the site all debris resulting from the Contractor's operations. Graded areas along the streets or driveways that have been disturbed by the paving operation shall be regraded to the satisfaction of the Engineer. 1 . D. PAYMENT Payment for asphalt concrete will be basad upon the unit price 1t1 per ton (2#000 lbs.) not forth in the Contractor's Proposal 1 for Class B and Class C asphalt concrete pavement. � f The quantity to be paid for shall be the number of tons of asphalt concrete actually incorporated in the pavement, in accordance with the Plans and Specifications or ordered by the (( Engineer. I 1 _ Payment shall be made on a per ton basis at the unit prices bid { on the Proposal. Pay tonnage will be determined by certified weight tickets furnished fear each delivery. Scales and certification procedures shall be approved by the Engineer. E Payment as above Indicated shall be understood to comprises r full and complete payment for the asphalt concrete pavement in place Including the furnishing and hauling of all mateerials, s tools, equipment# and suppiieeur the performing of all work, and the bearing of all incidental expense. g wI G i 2r-8 i ]r i 1 2G. CONCRETE CURB AND GUTTER A. GENERAL SCOPRS �w This section covers the work necessary for the construction of concrete curb and gutter and standard curb including, but not limited to furnishinq materials; forming, mixing, placing and E curing all concrete; placing construction jointa; finishing j concrete as specified; backfill behind the curbs; and cleanup. i 8, MATERIALS CONCRETE 4 Concrete Shah have a minimum compressive strength of 3000 psi, 20 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 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 from other than standard ready-mix plants shall be subject to approval of the Engineer for mix design, materials, batching and mixing. FORMS Prefabricated steel forms may be used. Lumber used in forms shah be of 2-inch material freer from loose knots or other defects. roams shall be thoroughly cleaned before being roused. Rouse; of forms and form lumber will be permitted only when their conditions aro approved by the Engineer. PREMOULDED JOINT FILLER Promoulded joint filler small be a bituminous type of 1f4-inch minimum thickness and shall conform to ASTM D994. CURING COMPOUND C Curing compound shell be Hunts Process, or equal, as approved by the Engineer. I ` 2G-1 z C. CONSTRUCTION EXCAVATION Excavation shall be done in conjunction with the excavation of the street. Any portion of the curb subgrade excavated below grade shall be corrected with compacted leveling gravel. EXTRUDED CURS The machine for extrudiva cement concrete curb shall be of the self-propelled type equipped with a material hopper, distributing screw, and adjustable curb forming devices capable of placing and compacting cement concrete or aspbalt concrete to the lines, grades, and cross section an shown in an even homogeneous manner. Cement concrete curb shall be free of honeycomb. � . set top of curb grade by an offset guideline using the curvey 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 lino gauge or pointer shall be attached to the machine in such manner that a continual comparison can be made between the curb being placed and established curb grade as indicated by the offset guide ` line. In lion of the above method for maintaining the curb grade, the extrusion machine may be operated on approved rails or forms sot at the proper relative grade. row 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 breced and supported to permit thorough tamping of the concrete. EXPANSION JOINTS Premoulded joint filler shall be placed in the forts in than proper position before concrete is poured. Nails at approximately one foot on Centers shall be driven through the filler so an to extend into the concrete when it is poured and hold the filler in position. Joints shall be installed in the h 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 ( 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 c place contraction joints in curbs, midway between expansion joints, at intervals not exceeding 16 feet. Contraction ( joints shall be of the open joint type and :✓ball be provided by inserting a thin, oiled steel sheet vertically in the fresh concrete to force coarse aggregate away from the joint. The steel sheet shall be inserted 1/2 the depth of the curb. After initial act has occurred in the concrete and prior to removing the front curb form, the► steel sheat shall be removed with a sawing motion. Finish top of curb with a steel trowel and finish edges with a steel edging tool. t CONCRFTF i'LA*CEMFNT Before depositing concrete, work crew and all equipment and tools sholl be on the job site. Before depositing concretes, all debris shall be removed from the space to be occupied by the concrete. The base shall be thoroughly wettod, 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 minutes between any two consecutive batches or toads, or a placing rate of less than 6 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 E concrete already placed. t In 'hot weaatheer# 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 not enough to avoid surfaces damage. FORM REMOVAL, The form on the front cf formed curbs shall be removed in not less than one hour nor more than six hours after the concretes has been placed. In no event shall they front form lies removed if the concrete has not reached its Initial asset. FINISH After removal of the forms from exposed faces, holes left a shall be patched and finished. The patching mixture shall consist of one part cement and two parts mortar sand. in Zea-3 k t I general, it is not anticipated that patching will be required. ( plywood or metal forms shall be used to produce a uniformly ( smooth surface on the exposed face. The use of form ties buried in the curb wail must have the prior approval of the Zngineer, and then only to suit a special forming problem, or as part of the integral design of a prefabricated and manufactured standard curb and gutter forma. CONCRETE CURING C {{ After the concrete has been placed and finished, as specified, t it shall be cured by application of a white pigmented liquid membrana-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. BACRPILL C_ Backfill behind the curb and gutter shall not be started until f seven days after the concrete has been placed. Backfill shall t , conform to the linos shown on the plans. Care shall be taken to preserve than curb and gutter alignment while backfilling. � . In no case shall base rock be placed and compacted in than street before the curbs are properly backfilled. D. PAYMENT 1 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 work required for construction as specified heroin. t mum mom i 5 2G-4 2H. CONCRETE SIDEWALK A. GENERAL C SCOPE l This section cavern the work necessary for installing concrete � sidewalk and sidewalk ramps. Be MATERIALS j CLEVELING GRAVEL Leveling gravel shall be 3/4-inch minus crushed rock. CONCRETE Concrete shall have a minimum compressive strength of 3000 psi, 28 days after placement, using minimum 6-sack mix with a slump range of 2 inches to 4 inches. 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 cement shall be six gallons. Concrete obtained from other than standard ready-mix plants shall be subject to approval of the Engineer for mix design, materials, batching and mixing. ' FORMS Lumber used in forms shall be 848, 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 roused. Rouses of form lumber must be approved by the Engineer. PREMOULDED JOINT FILLER P.re3mouldeed joint filler shall be a bituminous type of 1/4-inch minimum thickness and shall conform to ASPM D994. CURING COMPOUND Curing compound shall be Hunt's process, or equal, as approved t by the Engineer. t. f ` 2H-1 } t� —1111111 IN 1111IM111111M milli III 111MIM1110101011110i i C. CONSTRUCTION LINE AND GRADS Concrete walks shall be constructed so that they do not deviate more than 1/4-inch lateraa.ly or 1/8-inch vertically from the requi t,.: line and grade. FORMS ' Dorms chall conform to the shape, lines, grader;, and dimensions shown on the Flans, unless the Engineer requires modifications to conforms to existing site or driveway conditions. EXPANSION JOINTS Aremoulded joint filler shall be placed at not more than 45-foot intervals in sidewalks. Nailz 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 fluoh with adjoining surfaces. SCORE LINES Scoring of sidewalks shall be traverse to the centerline of 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 radium edge. CONCRETE PLACEMENT Before depositing concrete►, work crew and all equipment and tools shall be on job site, all debris *hall be removed from E within forms, base shall bar thoroughly wetted, and all water pools &hall be removed. { Concrete shall be deposited in proper place without delay in a continuous operation. An interval of more than 45 minutes between any two consecutive batches or loads, or a placing rate of legs than d cubic yards of concrete per hour, shall constitute cause for a construction joint at the location and of than type directed by the Engineer. Concrete shall be ( spread uniformly between forms and thoroughly compacted with an approved strikeboard. I ( 1-4 2H-2 J tl 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 1f4-inch radius edger. The surface shall be brushed in a transverse direction to the centerline of the sidewalk with a ifiber 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 sot for at least one day, backfill voids loft by edge forms and grade backfill. �. D. PAYMENT SIDEWALKS Payment for concrete sidewalks will be based upon the unit price per square toot not forth in the Contractor's Proposal. I� payment constitutes full payment for all work required for ® construction of concrete sidewalks as specified heroin. SIDEWALK RAMPS Payment for the construction of sidewalk rumps shall be considered as included in the contract unit price for sidewalkp and no additional compensation will be allowed therefor. 2H-3 ' t t 1 21. PAVEMENT MARRING A. SCOPE This section covers the work necessary for painting pavement 4 ; markings on the finished pavements in accordance with these Specifications and the dimensions and patterns shown on the t Plans. B. MATERIALS FAINT Pavement markings paint shall be in accordance with U. S. Government Paint Specifications "TT-P-115E Paint, Traffic, Highway, White and Yellow". C. CONSTRUCTION R The Contractor shallfurnish an experienced technician to } supervise the location, alignment, layout, dimensions, and application of pavement markings. The area to bre 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 machine methods acceptable to the Owner. The paint shall be thoroughly mixed prior to application and shall be applied only when the pavement surface is dry and clean, when the atmospheric temperature is above 40 dagrees F, and when the weather is not excessively windy, dusty, or foggy• Paint shall be applied uniformly at a rate of not less than g0 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 t 1/4-inch in 50 feat and the width of the markings shall be t within a tolerance of S 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. D. PAYMENT Payment for the work in this section will be baaed on the Isamp suss price for pavement marking get forth in the Contractor's proposal. w � a 2Y-1 s t F j� F i 2J. MANHOLES 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. t CONCRETE BASE Either cast-in-place or precast concrete manhole bases may be L used. CONCRETE Ready-mixed, conforming to ASTM C94, Alternate 2. Maximum aggregate 1-1/2 inches. Strength 2,800 psi at 28 days. Slump 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 I with sidewails. Bass slab shell be 6 inches thick with too. 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 then 12 inches. FLEXIBLE MANHOLE CONNECTORS Flexible manhole connectors for precast bases shall be Xor-N- Beal as manufactured by NPC Systems, Inc. , or approved equal. All metal parts shell be stainless steel and conform to ASTM A304. PRECAST SECTIONS {Y Conform to ASTM 0478. Minimum 48 inches in diameter. (r Eccentric cones. Steps cant in section by manufacturer. 2J-1 t I MANHOLE STEPS Type A, wrought iron safety type conforming to ASTM A207, 12 inches by 8 inches by 2 inches with 314-inch diameter minimum � . section as manufactured by Lane Forging and Supply Co. , Portland, OR. [ FRAMES AND COVERS Frame and cover shall be gray cast iron conforming to ASTM A 48, Class 30. Searing surfaces shall be planed or ground to provide flat and true surfaces. MORTAR Standard premixed mortar conforming to ASTM C387. 1 PLASTIC GASKETS Preformed plastic gaskets may be used in lieu of mortar to ` connect precast manhole sections. Gaskets shall be Ram-Neck as manufactured by K. T. Snyder Company, Inc. , Houston, Texas# or a comparable product approved by tho Engineer. � PIPE STUDOUTS Pipe stuboute 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 gasketed watertight plug. C. CONSTRUCTION f EXCAVATION AND BACKFILL 1 . Conform to applicable 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 subgrade as directed by the Engineer and backfill to required 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 k full circumference. Deposit sufficient mortar on base to j 2J-2 S I!I I assure watertight seal between base and manhole wall or place the first precast section of manhole in concrete base before concrete has set. First section shall be properly located and plumb. PRECAST CONCRETE BASES Precast base sectit,a,s shall be 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 ssbzll not be permitted. i i PRECAST MANHOLE SECTIONS f- 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 keeylock joint is used, it is the intent that the void between the tongue-and-grooves be completely filled with mortar and that the interior and exterior and faces of the section to be placed seat fully on the previously placed section. Prevent mortar from drying out and cure by applying an approved curing compound or comparable approved method. Chip out and replace all cracked or defective mortar. Completed manholes shall bee rigid and watertight. t ! MANHOLE INVERT Construct manholes 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 e section of pipe is laid through a manhole, break out the top section an indicated and cover exposed edge of pipe completely with mortar. Trowel all mortar surfaces smooth. PLEKISLE JOINTS Provide joints in pipe not more than 1.0 foot from manhole ti f wails. Lay pipes entering manholes on firmly compacted SASE ROCK to undisturbed earth. Where the last joint of the line laid up to the manhole is more than 1.0 foot from the manhole brise, 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 r 2J-3 1 . { manhole base. Pipes laid out of the manhole shall be shortened to insure that the first joint is no more than 1.0 1 foot from the manhole base. FLEXIBLE MANHOLE CONNECTORS 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 shown on the Plans to a maximum length of 1.0 foot outside the manhole wall. Install stubouts integrally with manhole base and construct base channel for stubout. Install a rubber Basketed 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 Plana, match i the elevation of thr insido top of pipe stubout to the elevation of the ins.de top of the outlet pipe, unless otherwise directed by the Engineer. MANHOLE EXTENSIONS Install extensions as shown on Plans. Lay risers in mortar f with aides plumb and tops level . Extensions shall be watertight. 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 not 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, unleas 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 of the existing pipe daring construction. Place BASE ROCK and construct CONCRETE BASE as specified in this section. Break out top half of existing pipe within ne•A manhole and construct new pipe inverts with smooth transitions 2J-4 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. Pads pipe with a stiff mixture of concrete for a minimum length at least equal to pipe diameter. Plug shall provido a watertight seal. PVC PIPE CONNECTIONS TO MANHOLES Connection of RVC pipe to manholes shall be made by using a gasketed asbestos cement manhole adapter grouted directly to the manhole. installation shall be per pipe mdnufocturer's recommendations. HYDROSTATIC TESTING Whon, in the Engineer's opinion, the groundwater table is too low to permit visual detection of looks, 2 manholes shall be hydrostatically tasted. The test shall consist of plugging all inicts and outlets and filling the manhole with water to a height determined by the Engineer. Leakage in each manhole shall not exceed 0.2 gallon per hour per foot of head above the it-ort. A manhole mai be filled 24 hours prior to time of testing to permit normal. absorption into the pipe walls to l take place. if more than one of the manholes tested tail the hydrostatic testi, the Contractor will be required to test all or as many manholes as the Engineer may doom 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 I feet or less in depth plus the unit price per foot stated in 1 the Contractor's Proposal for Dextra depth of manhole over 6 feet, including extensions if required. Vo deduction will be f made from the manhole price for depths less than 6 feet. l : L[R < 2J-5 5 � i 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 bthe ment shall ensation for over xcavating and placinninclude gba a rock under the oconcrete base. pIPE STUBOUTS payment for pipe stubouts will be based upon the unit price for each size set Earth in the Contractor's Proposal. Payment shall constitute full compensation for the work related to furnishing and inatalling pipe stubouts. l : t .: t { y C0 2J-6 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 � .Pians. 8. MATERIALS BASE GRAVEL Base gravel shall be 3/4-inch minus gravel or crushed rock. CONCRETE Concrete shall have a minimum compressive strength of 3000 psi, 2e days after placement, using minimum 6-sack mix. An air-entraining admixture shall be used. It shall be added to the mixer at than 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 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. GRATE AND rRAME Fabricate grates and frames as shown on the details from structural steel conforming to ASTM A36, C. CONSTRUCTION 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. BACKFILL In general, catch basins 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. bin 2K-1 t i r 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 t insure that the inlet frame is embedded precisely as shown on the details. All forms shall be thoroughly cleaned before ( reuse. t . 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. 1 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 send. The outside edges of the top of the catch basin shall be finished with an edging tool with 1/4-inch radius. ( SUBGRADE DRAINS f Subgrade drains shall be installed as shown on the details or , as specified by the Engineer. CATCH BASINS CONSTRUCTED OVZR ZXISTINQ 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 that 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 z i { 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. I3. MATERIALS BASE GRAVEL Base gravel shalt be 2J4-inch minus gravel or crushed rock. i CONCRETE Concrete shall have a minimum compressive strength of 2000 psi, 29 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 admixtures throughout the batch. Entrained air (% of Volume) range shall be 3 percent to 5 percent. The maximum water addend per sack of cement shall be 6 gallons and the slump range shall be between 2 and 4 inches. r Concrete obtained from other than standard roody-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 A6151 rail-steel daformod bars conforming to ASTM A616, or axle-steel deformed j bars conforming to ASTM A617, Grade 60. t ' Co CONSTRUCTION CEXCAVATION Excavation ahall be to neat finish lines. Nam ■pry 2L-1 k f F E l 3 t/ l 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 fomes shall be either prefabricated steel or smooth plywood. if excavation is to neat linees# 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 rouse, CONCRETE PLACEMENT Before depositing concrete, the work crew and all equipment and tools must be on the job site. All debris shall ba 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 past cement and two parts mortar sand. The outside edgers of the top of the catch basin shall be furnished with an edging tool with 1/4-inch radius. PLACING REINFORCING STEEL CLEANING Clean metal reinforcement of any loose mill scales, oil, earth, and other contaminants. STRAIGHTENING AND REDENDING Do not straighten or rebrand metal reinforcement. PROTECTION, SPACING, AND POSITIONING Conform to the current edition of the ACI standard Building Code Requirements for Reinforced Concrete (ACI 318) , reviewed placing drawings and design drawings. �y 2L-2 f i f 1 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 ACI Code 318. Splices in adjacent bars shall be staggered. TYING REINFORCING EARS Conform with CRSI Recommended Practice for Placing Reinforcing Ears (current edition) . REINFORCEMENT AROUND OPENINGS , y Places an equivalent area of steel around the pipe or opening and extend on each side sufficiently to develop bond in each bar. ( , 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 banding of reinforcing steel bars is not permitted when rebanding will later be required to straighten bars. p, PM ENT STORM DRAIN INLET STRUCTURES payment for storm drain inlet structures Will be based upon the unit price par each as set forth in the Contractar'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. * e t M Cy �. F 1. 2L-3 mum C 2M. SEEDING AND MULCHING A. GENERAL SCOPE i This work shall consist of the preparing, fertilizing, seeding and uulchinq of slope areas to develop a growth of grass. The ureas involved will comprise all unpaved areas disturbed by construction. CONSTRUCTION SEASON Unless otherwise approved, this work is to be performed during either the spring rseasonj generally between February lot and May 15th, or the fall season, generally between August lot 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. r B. MATERIALS SEED, FERTILIZER AND MULCH MATERIALS Seetd, fertilizers and mulch shall conform to the applicable portions of the Standard Specifications for Highway Construction of the Oregon State Highway Division, Section 761. Fortilizear shall be inorganic. Mulch shall be good cellulose fiber. Good shall be an acceptable pasture grass mixture as approved by the Engineer. i C. CONSTRUCTION SUBMITTALS Contractor shall submit to Engineer certificates of inspection of seed by stater or federal authorities and copies of delivery Invoices or other proof of quantities of seed, mulch, and fertilizer. is 2M-1 t AREA PREPARATION The area to be seeded shall be prepared in accordance with Section 681.31 of the Standard Specification for Highway t 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 for Highway Construction, Oregon State Highway Division. Application of the seed mixture, fertilizer and mulch shall be by bydraulic-t pe equipment. Prepare and apply slurry at the rate and proportion specified below: Seed 50 lbs/acre Fertilizer 400 lbs/acre Fiber Mulch 1500 lbs/acre � . Water As necessary CARE or WORK During construction work of any kind under the contract, they Contractor shall take such precautionary measures as are warranted to protect and preserve the seeded areas and mulched e, areas from damage of any kind and from any cause. Seceded areas and mulched areas which become damaged shall be repaired, fertilized, needed and mulched as necessary to restore them to specified condition when so directed and the Contractor shall bear all expense involved in such restoration work. The restoration work shall be in accordance with the applicable reaquiromeants for the original work. f 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. a � � C 2M_z 2N. STREET BARRICADES A. GENERAL SCOPE s This Work shall consist of the construction of the street barricades. B. MATERIALS POSTS AND RAILS I Wood posts and rails shall be pressure treated Douglas Pir, West Coast Hemlock* White Fir, Ponderosa Pine, Lodge:pole Pine, Sugar Pine, or White Pine. Porus shall be surfaced four sides. Pressure treatment shall conform to the requirements of AASHTO M133 and shall be one of the following: a. Creosote ! b. Creosote-petroleum solution { c. Pentachlorophanol Pouts 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 C3, except the minimum retention (empty-call process) of preservative shall be 10 pounds per cubic foot of wood (0.50 pound pentachlorophenol dry Dolt) . The minimum penetration shall be not lean than 3/'4-inch and 90 percent of sapwood. Whites fir shall be treated in conformances 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 A183. f ` PAINT Paint shall be resfiectorizeld 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 f r on the Plans. Backfill around the posts shall be placed in [ j 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 tights 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's Proposal. Payment shall be considered full compensation for furnishing all labor, materials, and equipment to assemble and install the barricade as specified in these Specifications and as shown on the Plans. t k 4 �1 V f 2N-a I c Y t F f t t 15A. WATER PIPE AND FITTINGS A. GENERAL SCOPE This section covers all work necessary to furnish and install main line water pipe and fittings, complete. PIPE SASE The pips bass extends for the full width of the trench from 4 `< inches below the outside bottom of the pipe barrel to the �A invert level of the pipe. PIPE ZONE The pipe gone extends for the full width of the trench from the invert level of the pipe to 6 inches above the outside top of the barrel. E ' Be MATERIAL + 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 0151. Thickness class shall be Class 51, The pip® shall be cement lined and seal coated in accordance with ANSI A21.4- 1 The rubber-ring gaskets shall be suitable for the spa pipe sizes and pressure # shall conform to applicable parrtstsf Oof the latest Federal Specification WW-A-42, and shall be furnished by the pipe manufacturer. . A non-toxic vegetable 3 soap lubricant shall be supplied with the pipe In sufficient quantities for installing the pipe. FITTINGS Pittings shall be cast iron mechanical Joint, Class 250, mortor lined# conforming to ASA A-21,10 and A21.11. CONCRETE Concrete for thrust blocking shall be ready-mixed,gte 1 1/2 conforming inch9 to ASTM C 34# Alternate 2, Maximum aggregate Strength 2#000 psi at 26 days, Slump 2 to 4 Inches. f rr 15A-1 i i 1 PIPE BASE I Pipe base shall be clean pea gravel or crushed rock with a maximum gaze of 3/4--inch, uniformly grade from coarse to fine. PIPE ZONE BACKFILL Material for the pipe zone backfill shall be crushed rock with D maximum size of 3/4-inch, uniformly, graded from coarse to fine. Clean beach, .pit-run, or r€ject crusher-run sand may be substituted for gravel in trenches with no groundwater in the trench. C. CONSTRUCTION CONNECTIONS TO EXISTING SYSTEM t Contractor shall coordinate all work with the Metzger Water District, Fater Department personnel will operate the existing water system valvas. Connections shall be made to existing .pipe or fittings as shown on the plans. Contractor shall locate the pipe or f fittings through exploratory excavation. f PREPARATION OF TRENCH. GRADE r Grade the bottom of the trench by hand to the line and grade to which the pipe is to be laid, withpproper allowance for pipe thickness and for pipe bone. be�forea each section of the pip@ is laid, check grades with a straight-edge at least an long an the pipe section, and correct any irregularities in trench bottom. The trench bottom shall form a continuous and uniform boaring and support for the pipe at Ovary point between boli holes, except that the grades may be disturbed for the removal of lifting tackle. PIPE PEASE After excavating and before placing the pipe in the trench, backfill the trench to proper grade with material specified. BELL BOLES Dig bell holes in bottom of trench of sufficient depth and width that the coupling, when laid, shall not bear jj..� against the earth. ISA-2 (i REMOVAL OF WINTER 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 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 pip* before laying and do not use any cracked, broken, or defectives pieces. 1 HANDLING Use only proper implements, tools, and facilities for the safe and proper protection of, materials and workers. Carefully � t lower pipe: into the trench to prevent damage to the pipes. Do not dump or drop pipe on ground or into tranches. CLEANING PIPE AND rITTINGS 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 insides of the bell and wipe clean, dry, and free@ from oil and gross@ before the pipe is laid. Wipe ( the ends of mechanical joint pipe and fittings and of rubber 1 gasket joint pipe and fittings clean of all dirt, grease, and � foreign matter. CUTTING PIPE Cut pipe for inserting valves, fittings, or closure places in a neat and workmanlike manner without damaging the pipe or lining so as to leaven a smooth end at right angles to the axis of ttie pipes. Cut pipe with milling type cutter, rolling pipes cutter, or with sledge and cold cutter. Der not flame cut. � . Dress cut ends of push-on joint pipes by beveling, an recr-fended by the manufacturer. � i ISA-3 �l Z f 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 t . shall not exceed 1 inch. protect the pipe to prevent entrance of foreign material before the pipe is placed in the new linea. At all times when laying is not in progress, close open ends of the pipe with a watertight plug or other approved means so no trench water or foreign material can enter the pipe. Take all precautions necessary to prevent the pipe from floating. i if the pipe cannot be lowered into the trench and placed without earth or foreign materiel entering it, the Engineer may require that 4 heavy• tightly-woven canvas beg of suitable size be placed over each and before lowering and left there until the connection is to be made to the adjacent pipe. install pipe with a minimum cover of 30 inches, unless otherwise directed by the Engineer. HANDLING AND LAYING rITTINGS Handle fittings carefully to prevent injury to the costing. Place no other material in the fittings during transportation or at any time after they have been coated. Provide proper implements# tools and facilities satisfactory to the Engineer for the safe and cony@ni@nt proaecution of the work. Lower fittings carefully into the trench so as to prevent damage to the material or coating. Do not dump or drop fittings into the trench. Remove All foreign material or dirt from within the fitting before lowering into position. keep fittings lean during and after laying. Before lowering and while suspanded, inspect the fitting for defects and lightly rasp 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 accordance with the manufacturer 's recommendations. in 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 a wire brueh, after which slip the eland and gasket on the plain end of the pipe. if necessary, lubricate the end of the pips to t 15A-4 �J r F �. 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 i 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 apacifically shown otherwise, so that the pipe and fitting joints will be accessible for repairs. BACKFILL AT THE PIPS ZONE After the pipe is in place and ready for backfilling, place PIPE ZONE BACKFILL material at approximately the some 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 t horizontal cantarline of they pipes. Particular attention shall be given to the backfilling and tamping procedures to assure Lthat 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, 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 Makes pressure and leakage tests on all newly laid pipe and valved sections of the piper. The maximum length of pipe to be tested at one time shall be the length of pipe between main liner 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 approves a ,satisfactory test, Tv .: ISA-5 t t { { Furnish the following equipment and materials for the tests, unless otherwise directed by the Engineer: 2 Approved graduated containers 2 Pressure gauges I Hydraulic force pump as approved by the Engineer Suitable hose ;and suction pipe as required f - Conduct tests after the trench has been backfilled or I partially b*ckfilled with the joints left exposed for inspection. Where any section of pipe is provided with concrete thrust blocking, do not conduct pressure test until at least 5 days have 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 ma,nnar, unless otherwise directed by the nnggineer: After the pipe has been backfilled or partially backfilied# as hereinbefore: specified, {{ fill the pipe with water and permit it to stand for a 24-hour I 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 tasted. DURATION The duration of each pressure test shall be 30 minutes. EXPELLING AIR B@for@ applying the specified toot pressure, expel all air from the pipee, And allow the specified time for the pipe to absorb what water it will. PROCEDURE Fill each valved section of pipe slowly with water to replace any lost by absorption= and apply the specified test pressure, measured at the point of lowest +eleevation# by means of a pump connected to the pipes in a satisfactory Mannear. valve off the pump and hold the pressure in the line for they test period. At the end of the trot period, operate the pump I until the test pressure is again attained. The pump auction + 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. l : 1'SA-6 d t d LEAKAGE Leakage is defined as the quantity of water necessary to restore the specified test pressure at the end of the test t period. No pipe installation will be accepted until the leakage is less than the number of gallons per hour as fi determined by the formula; # : 1,/2 NAP L 5;500 In the above formula: L • ,Allowable leakages in gallons per hour N a Number of joints in the length of pipe tested a ' (each coupling• fitting or valve will be counted { as one joint) O a Nominal diameter of pipe, in inebos E P a Average test pressure during the leakage testi in pounds per square inch CORRECTION Or EXCESSIVE LEAKAGE Should any taut 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 specified allowance, at no sdditional cost to the Owner. STERILIZATION pipalinea intended to carry potable water shall ba sterilized before placing in service. Sterilizing procedures shall conform to AWWA 0601 as hereinafter modified or expanded. The Engineer will monitor and approve the sterilization procedure. rLUSHING Before sterilizing, flush all foreign matter from the 4 pipeline. Provide hoses: temporary pipes# ditches, etc. , as required to dispose of flushing water without damage to adjacent properties. rius+hing velocities shall bo at least rr 2.5 fps. t STERILIZING MIXTURE Shall be a chlorine-water solution having a free chlorine residual of 40 - 50 ppm. The sterilizing mixture shall be prepared by injecting: 1) a liquid chlorine goo-water mixture; 2) dry chlorine gas; or 3) a calcium or sodium r 1S -7 hypochlorite and water mixture into the pipeline at a measured rate while fresh water is allowed to flow through the pipeline at a measured rate so that the combined mixture of fresh water and chlorine solution or gas is of the specified strength. The liquid chlorine gas-water mixture shall be applied by means of an approved solution feed chlorinating device. Dry chlorine gas shall be fed through proper devices for regulting the rate of flow and providing effective diffusion of the gas into the grater within the pipe being treated. Chlorinating devices for feeding solutions of the chlorine gas j or the gas itself must provide means for preventing the backflow of water into the chlorine cylinder. if the calcium hypochlorites procedure is used, first mix the dry powder with water to make a thick paste, then thin to approxi=mately a 1 percent solution (10,000 ppm chlorine) . If the sodium hypochlorite procedure is usesd# dilute the liquid with water to obtain a 1 percent solution. The following proportions of hypochlorite to water will be required: Product ouan tity Water Calcium H (ochlorita 1) (65 - 70t C1) l lb. 7. 5 gaol. Sodium Hypochlorite (2) (5.25% Cl) 1 gal. 4.25 gal. (1) Comparable to commercial products known of HTHf Peerchloron, and Pittchlor. I ' (2) Liquid laundry bleach known commercially as Chlorox, Purex, etc. POINT OF APPLICATION Inject the chlorine mixture into the pipeline to be treated at the beginning of the lino through a corporation stop or suitable tap in the top of the pipeline. Water from the existing system or other approved source shell be controlled so as to flow slowly into the newly laid pipeline during the application of chlorine. The crate of chlorine mixtures flow shell be in such proportion to wateer entering the pipe that the combined mixture shall contain 40 - 50 ppm of frena available chlorine. Valves shall be manipulated so that the strong chlorine solution in the lime being treated will not flow back into the line supplying the water. Use chi=ck valves If necessary., 4 1SA-g i RETENTION PERIOD Treated water shall be retained in the pipeline long enough to i 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 to assure that the sterilizing mixture is disbursed into All parts of the line, including deadendsa 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 bacteriologically to the permanent source of supply. DISPOSAL. Or 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 { SIRE ( Payment for pipe will be based upon the respective unit price pot linear foot, as not 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. 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 duo to excessive leakage, or any other cause until such defects have been corrected in accordance with those Contract Documents and are acceptable to the Engineer. t 4 ( ISA-9 CAST IRON FITTINGS installing cast iron fittings will payment for furnishing and be made at the unit price per pound as stated in the Contractor's proposal. The unit price shall constitute full t compensation for furniblockin l and ties,l and as specified ing allwork, including thrust 9 ,f t L . 4 t ISA-1Q �T 159. VALVES AND VALVE BOXES -A. GENERAL SCOPE This .section covers all work necessary for furnishing and installing valves and valve boxest complete. i E 8, MATERIALS GATE VALVES Valves 4 inches to 6 inches shall be gate valves. Cate valves shall be iron body, bronze mounted, double disc, parallel seat, NRS valves with 0-ring seals, and shall open when the atom is rotated counterclockwise. Valve ends shall be as shown and valves size shall be the some As the adjoining pipe. Unless otherwise shown, valves Shall have 2-inch square opening nuts. Volvo ends and valves sizes shall be as shown. Valves shall conform to AWWA 0500, except as hereinafter modified. The following section numbers refer to AWWA Standard C500: Suction 4.3 Affidavit of compliance not required, 4.4 Number of valves furnished shall be as required f to complete the work as shown or specified, or both. 4.6 Test records not required. i 4.11 Solid bronzes discs are not required. 4.15 to 4.24 inclusive - not required Jointing material shall be as required for valve ends and as spocifi*d for the adjoining pipe. Valves shall be ars manufactured by Mueller Co. , M and H Valve and fittings Co. , S or as approved. t BUTTERFLY VALVES Valves 10-incbes and larger shall be butterfly valves. Buttearfly valves shall be the rubber-seated type suitable for direct burial and 150 psi working pressure and 150 psi ! pressure differential across the valve. Valves shall be e uipped with iron body and either 304 stainless steel circular shaft or high-tensile steel hexagon shaft with 304 r stainless steel journals. Shaft and disc seals shall be designed for a bottle-tight seal. Valve disc shall be either cast iron alloy, conforming to ASTM A 4361 Type 1, ar chrome-edged cast iron with Buna-N rubber seat bonded to the ( valve body, or shall be cast iron with tubber 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 sixes 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 designed to withstand submersion in water to a pressure of 10 psi. Valves shall open with a counterclockwise rotation of an 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 Valve boxes shall be Buffalo 2-piece sliding type, cast iron with 5-1/4-inch shaft complete with extension piece and shall bee Mueller Company H-10360, with extension piece N-10375, Rich 920-B, or as approved. The extension piece shall be of proper Length for depth of cover. The word "MATER" shall be cast into they top of the lid. C. CONSTRUCTION VALVES iBefore installation, the valvas shall be: thoroughly cleaned of all foreign mateerial# 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 diracteed by the Engineer. Jointing shall conform to AWWA 0600 or AWWA C603r whichever is applicable. races of flanges shall be cleaned thoroughly before flanged joint is assembled. After cleaning the gasket shall be l inserted and the nuts tightened uniformly around the flange. if flanges leak undor teeat, the nuts shall be loosened, the gasket reset or replaced, the nuts reetightene'd, and the valve and/or pipeline retested. l : 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 stream to the valves. Set the valve box covers flush with the surface of the finished pavement an 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 met at grade. 15B-2 i . 4 i i t. I Place backfill around the valve bones and thoroughly compact I to a density equal to that of the undisturbed ground and in 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. PA,YMEINIT 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, Ansi shall constitute full compensation for all work I - specified under this section. ! r 1 t' F 15H-3 { 15C, FIRE HYDRANT ASSEMBLIES A. GENERAL t i SCOPE This section covers the work necessary for furnishing and installing the standard fixe hydxant assemblies. , ' B. �IAT�,, E,..ZRIAIIS EXCAVATION AND BACKFILL � i Trench excavation and backfill shall conform to requixcments I of Section TRENCH EXCAVATION AND BACKFILL. , PIPE Pipe shall conform to Section WATER PIPE AND FITTINGS. HYDRANTS 1 Fire hydrants shall have a nominosl 5-1/4-inch main valve opening with 6-inch flanged bottom connection. The hydrant shall have two 2-1/2-inch home nozzles and one 4-1/2-inch pumper nozzle. The operating nut shall be 1-1/2-inch National Standard pentagon nut. The mein valve shall be equipped with 0-ring seals and shall open when turned to the left or counterclockwise. Hydrant shall be of the break-flango or � - ssfety-top typed. Hydrants shall conform to AWWA 0502 for dry barrel fire hydrants and this specification. The depth of bury shall be sa minimum of 3-1/2 feet. Nozzles threads shall Ibe American National Standard. The inlet connection shall be mechanical joint unless otherwise shown on the Planar. Hydrant shall be Mueller No. 24015 or approved equal . BASE BLOCK Solid precast concrete pier block having nominal dimensions of 1 12 inches by 6 inches by 6 inches. GRAVEL FOR DRAINAGE f' 3/4-inch crushed rock or graded river gravel fres, of organic matter, stand, loam, clay, and other small particles that will tend to restrict water flow through the gravel. k l5C-1 CONCRETE Concrete for blacking 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 4 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 too shall be cast iron as specified in Section 15A, WATER PIPE AND PITTINGS. Side outlet of main tee shall be 6-inch flanged. C. CONSTRUCTION GENERAL Hydrants shall. be not as shown on the Plans. Installation shall conform to Sections 11 and 12 of AWWA 0600, except as otherwise specified. i LOCATION AND POSITION ILocate Ax shown or directed so an to provide complete accessibility and minimize possibility of damage from vehicles or injury to pedestrians. Improperly located hydrants shall be disconnected and relocated at the Contractor's expenses not all hydrants plumb and nozzles parallel with, or at right angles, to, the street with the pumper nozzle facing the $treat. 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 oveRrexcavateed areas with gravel and hand tamp to provide firm foundation. Backfill around hydrant shall be similar to adjacent pipeline as specified in Secretion, TRENCH EXCAVATION AND BACK€ILL. � i BASE ROCK Place on firm, uniform and level subbase. t ' ISC-2 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 S inches above hydrant drain opening. D. PAYMENT Payment for each fixe hydrant assembly will be basad Upon the unit price set forth in the Contractor's Proposal. The fire hydrant assembly will include the fire hydrant, gate valve, and linevteee boxill�bePinnccluded inent for urnishig and Section# WATEitpIVEinstalling the ANDFITTINGS, ' Water line And pipe between the gate valve and fire hydrant 1 : will be paid on a linear foot basis under the appropriate pay item under Sections TRENCH EXCAVATION AND BACKrILL and WATER PIPE AND FITTINGSt t i I l 1 . 1,:3 1 1SC-3 i� 15D. RELOCATE FIRE HYDRANT ASSEMBLY A. GENERAL i SCOPE 1 This section covers the work necessary for relocating existing 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. I BASE BLOCK Solid precast concrete pier block having nominal dimensions of 12" x 8" x 16". ' GRAVEL FOR DRAINAGE E 3/4-inch crushed rock or graded r gravel free othorganic ma�tteer# send, loam, clay, and other particles t will tend to restrict water flow through the gravel. CONCRETE Concrete for blocking shall be reedy-mixed conforming to ASTM C94, Alternate 2. Maximum aggregate shell 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 IMON 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 Claes 51. 15D-1 i i C. CONSTRUCTION GENERAL Hydrants shall be reset as shown on the detail for hydrants shown on the Plans. installation shall conform to Sections l 3.7 and 3.8 of AWWA C6O0, except as otherwise specified. I 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 l 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. i. EXCAVATION Do not carry below subbase grade. Refill overexcavated areas with gravel and hand tamp to provide firm foundation. Backfill around hydrant shall be as specified in Section 2D, ` TRENCH EXCAVATION AND BACKFILL. t BASE ROCK place on firm, uniform and ravel 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 toe. GRAVEL FOR DRAINAGE place around bass block and hydrant bottom after hydrant hos been blocked in place. Top of gravel shall be not less than 6-inchas above hydrant drain opening. HYDROSTATIC TEST AND LEARAGE 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. t 1SD-2 D. PAYMENT Palrment 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 materials including drainage rock, base block, thrust block, backfill and pipe required to relocate fire hydrant. f I I L_ 1 = C (*e 1.� w Y, 15D-3 D ' r 1 i ISE. ELECTRICAL CONDUITS A. GENERAL SCOPE This section covers all work necessary to furnish and install electrical conduits complete. Electrical conduits shall be installed where shown on the Plans. CONDUIT SANE 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 Section No: Item 2D Trench Excavation and Backfill 2E Dose and Leveling Courses r f D. MATERIALS CONDUITS Conduits shall be PVC Schedule 40 pipe conforming to ASTM D 1764. Bina shall be an shown on the Plans. FITTINGS Fittings shall be Schedule 40 conforming to ASTM D2466. 90 DEGREE RENDS 90 degree bands shall be galvanized, standard weight steel pipe conforming to ASTM A53 or PVC Schedule 40 pipe conforming to ASTM D1784. Steal. pipe shall be galvanized in accordance with ASTM A120. Bends shall have a minimum 3-foot radius. CONDUIT ZONE BACKFILL Backfill material shall be leveling courage material 88 specified in Section 2D, BASE AND LEVELING COURSES. t. 1 t ( PULLING WIRE Pulling wire shall be 20 gauge galvanized wire. POLL 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 CBACKFILL, PREPARATION Or TRENCH Grade the bottom of the trench by hand to the lira 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 an the pipe section and correct any irregularities in trench bottom. The trench bottom shall form a continuous end uniform bearing and support for the pipe at every .point. PIPE INSTALLATION i Joints and deflection shall be made with appropriate fitting and solvent weld as per manufacturer 's specifications. Conduits backfillead prior to electrical, conductors being Installed shall be copped and the ands located by a 2 inch by 1 2 inch whites stake the full depth of the trench extending 6 inches above finished grade. POLL 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 (" finixhed grade. I PULL BOX Y' Install pull box at location shown on plans. In paved or r concrete areas pull box shall be flush with the finished surface. ISE-2 ( PORTLAND GENERAL ELECTRIC INSPECTION l The underground electrical conduit must be inspected and r! approved by Portland General Electric prior to backfilling. i D. PAYMENT CONDUITS Payment for electrical conduits will be based upon the respective unit price per linear foot as act forth in the Contractor's Proposal. The unit price shall constitute full payment for furnishing all material and performingall work as specified. Measurement for payment will be the feld measured centerline lengths of the pipe and couplings. 900 BENDS payment for bands will be based upon the respective unit price per each not forth in the Contractor's Proposal and shall constitute full compensation for all work required for furnishing and installing benda. i PULL 80% t• ~ payment for pull box will be based upon the unit price per each as set forth in the Contractor's Proposal and shall constitute full compensation for all work required for furnishing and inatelling pull boxers. Cj 1SE-3 tr- {i S 15F. STORM DRAINS A. GENERAL SCOPE i This section covers the work necessary for the installation of storm drain pipe and fittings of the sires and classes indi- cated including, but not limited to, furnishing materials lay- ing and jointing the pipe, and connections to existing drain- age structuress. PIPE ZONE For pipes 27 inches in diameters and smaller, the pipe sone 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. ror pipes larger than 27 inches in diameter, the piper sone extends for the full width of the trench from 6 inches below the outside bottom of the pipe barrel to 13 inches ,above the top of the pipe. B. MATERIALS PIPE Pipe 24-incheas in diameter and smaller shall be concrete. Pipe larger than 24-inches shall be one of the following: CONCRETE PIPE Pipe 21 inches In diameter and smaller shall be Class 2 conforming to ASTM C14. Pipe larger than 21 inches in diameter shall be Clean III reinforced concrete pipe conforming to ASTM C76. Pipe ends shall be of the bell and spigot or tongue and groove! type. Tongue and groove joints shall be mortared. bell a*d spigot joints shalt either be rubber-gasketed or mortared. Rubber gaskets { shall. conform to ASTM C425. 1 CORRUGATED METAL. PIPE l 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. 1 , 15F-1 t i CORRUGATED ALUMINUM ALLOY PIPE Pipe shall conform to the requirements of AASHTO M196. Wall shall be 10 gauge with 1/2 inch by 2-1/2 inch j corrugations. Pipe shall be bituminous coated in conformance with AASHTO M190. j PIPE SASE 1 Pipe base shall be clean, granular; well graded sand and gravel material of which 100 percent will pass the U- S. i 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. t PIPE ZONE BACXPILL Same as PIPE BASE as specified hereinbefore. t C. CONSTRUCTION f LINE AND GRADE Maximum deviation shall be 1/2-inch from line and 2/4-inch yfrom grade. DEWATERING Provide and maintain equipment, promptly remove all water entering the trench during the time the trench is being prepared foripe laying, during the laying of the pipe, until the mortar jojnt has set, and until the pipe zone backfill has been completed. Dispose of water in an approved manner without damage to adjac@nt property. PIPE BEDDING Level trench at bottom of pipe zones. Place and compact PIPE BASE materials in the pipe zone ups to 1/6 the: outside diameter of the pipe. Excavate ball Boles at each joint of sufficient depth that bells do not touch baso material. Pipe base shell be fine graded by hand to give uniform, even support to the barrel of the pipes. Pipes shall not be laid on blocking or any material other than PIPE BASE mateerial. PIPE INSTALLATIONS inspect all pipe immediately prior to installation to ensure that no defectives materials are being used. Clean ends of pipe. Remove foreign material from inside of pipe. 15F-2 Ell �A After pipe joint has been made, check pipe for alignment and grade. Place sufficient PIPE BASE material around the pipe to f assure that the pipe has continuous and uniform support along the barrel and to assure that the pipe section will not move. INLET 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. MORTAR { Mortar shall be mixed in the proportion 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. ( COUPLING BANDS FOR METAL PIPE { Bands shall be one of the following: ANGLE LUG BAUD The type of band described as "Angle-Lug" band shall not be less than 7 inches wide for diameters of S inches to l 30 inches, inclusive; not less than 12 inches wide for I pipes with diameters 36 inches to 54 inches, inclusivee, 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 eeeactions to be connected. The ends of the band segments shall be connected by galvanized angles having minimum dimensions of 2 inches y 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 than end of one pipes suction. The band shall be made from the same type of corrugated sheets an the pipe except that the coupling band sheat may be 2 gauge numbers lighter than the pipe corrugated &heats. ROD AND LUG LAND t- The types 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 Y numbers lighter than the pipe corrugated sheets. The bands may be shade in two halves and one half may be shop ( riveted to one end of one pipe section. The bands shall 1SP-3 k a �. be tightened by means of threaded galvanized rods and galvanized cast lugs. For pipe 21-inch diameter and smaller, four 3/6-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 i used with bands not less than 24 inches wide. U-HOLT SAND 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 i uniform support along the barrel and to assure that the pipe section will not move. On non-metallic pipes that do not have rubber-gasketed joints, seal the upper half of the pipe joint with mortar. fi I RIFE ZONE BACKFILL ( : Install FIRE 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, i'IPE ZONE BACKrILL shall be placed and compacted in 6-inch lifts to the top of � the pipe zone. CLEANING Remove all construction debris, rocks,� ravel, 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 and of pipe, whichever Is applicable. Payment shall constitute full payment for the s pipe in place, pipe bedding, backfill in the pipe zone, cleaning and all other work required to install the storm r drain pipe in place. 1 SE-4 t 15G. GRAVITY SEWER PIPE ! A. GENERAL ! SCOPE I , This section covers all work necessary for the installation of gravity sewer pipe. r 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. f PIPE ZONE The area of the pipe zone extends for the full width of the trench from the invert level of the pipe to d Inchon above the outside top of the pipe barrel. Be MATERIALS 1 PIPE unless a specific material is designated on than Plans, Pipe j matorial shall be one of the following: CONCRETE PIPE Class 2 concrete pipe conforming to ASTM C14 with ASTM 0150, Type 11 cement, joints shall be rubber gaak@tod 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-king gaskets shall be suitable for the spee lfied pipe sizes and pressure and shall conform to applicable parts of the latest Federal Specification WW-P-421 and shall be furnished by the pipe manufactures. A non-toxic � + vegetable soap lubricant shall be supplied with the pipe �. in sufficient quantities for installing the pipe. t. ~ 15G-1 M17 t PVC PVC pipe shall conform to ASTM D3034 SDR 35 and shall have a maximum deflection of S%. 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 sieved . with a minimum sand equivalent of 50. PIPS ZONE BACKFILL Same as PIPE BASE as specified hereinbefore. I TEE FITTINGS Toe fittings for building sewer connections shall be shop fabricated on gravity sewer pipes 18 inches and smaller. rittings on building newer stubs scall conform to the specifications for the BUILDING SEWER PIPE supplied under this contract. Each building sewer stub shall be capped or plugged to withstand teat pressure without leakage. Teas stubs on pipe larger then 18 inches may be field fabricated by cutting a nest hole and grouting in a building sewer stub with nonshrinking grout. Stubs shall not prO act into the newer pipe. 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 x t property. ` 15G-2 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 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.. PIPE INSTALLATION i ` 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. Urea proper tools and lubricants to join piped sections. i After pipe joint has been mods, check pipe for alignment and grade. Place sufficient PIPE ZONE BACKFILL material around the pipe to assure that the pipe has continuous and uniform support along the barrel and to assure that the pipe section will not move. At any time that laying operations are not in progress, close and block the open and of the haat laid section of pipe. PIPE ZONE BACKFILL install PIPE ZONE BACKFILL material uniformly on both sides of the pipe up to the horizontal centerline of the pipe. Material shall be placed in lifts not exceeding 6 inches and each lift shall be sliced with a hand shovel to insure that there ars no voids beneath the pipe. Above the horizontal centerline of the pipe, PIPE ZONE BACKFILL shall be placed without compacting to the top of the pipe zone. CLOSURE COLLAR Use closure collar only to makes connections between dissimilar pipes or where standard rubber-gaskeatead 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 matoriai and soil from the surfaced. Thoroughly wet concrete pipe. securely fasten light gauge sheet metal or building felt around thea pipe joint to insure that no concrete r can ,anter the line. Collar shall extend a minimum of 12 inches on each side of the joint and shah 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. 15G-3 ACCEPTANCE TESTS All sewers shall pass a hydrostatic or air test prior to acceptance and shall be tree froz visible leakage. Plug all pipe openings with gasketed caps or plugs securely fastened or 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 evidence that gauges for air testing are properly calibrated. Acceptance tests shall only be performed after all building sawars, manholes and backfilling are complete. Infiltration of groundwater in an amount greater than herein specified, following a successful hydrostatic or air test as specified, iginal test was in shall be considered as evidence that the or 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 leakage allowances as indicated herein are fair and practical. HYDROSTATIC TESTING Pipe and joints shall sustain a maximum fluid loss of 0.5 I 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 t in the section being tested by at least 12 inches and in no � l case shall be loan then 24 inches above the inside top of the highest section of pips in the test section, including service connections. ` in every +case, the height of the wat*r table at the time of the test shall be determined by the Contractor by exploratory i 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 oxfiltration shall be limited so that the pressure on the invert of the lower end of the section shall not exceed 16 feet of water column. tf � I 1 15G-4 II 'The pipe test section may be filled 24 hours prior to the time of exfiltraton testing, if desired, to permit normal 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. i FAIR TESTING [ PROCEDURE i Aftor all plugs are in place and securely blocked# introduce air slowly into the pipe section to be tested until the internal air pressures reaches 4.0 pounds per squares inch greater than the average back pressure of any groundwater that may submera the pipe. Allow a minimum of two minutes for the air temperature to stabilise. Determine the height of the groundwater table, at the time of the test, as specified for hydrostatic testing. BASIS OF ACCEPTANCE Pipe and joints being air tested shall be considered acceptable when tested at an averages pressure of 3.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pips, the total rate of air loss from the section being tasted does not exceed 2.0 cubic feet per minute; and the l section of line does not lose air at a rate greater than 0.0030 cubic foot per minute per square foot of internal pipe surfaces. The pipe and joints shall also be considered as acceptable when tiles time requirod in seconds for the ( pressure to decrease from 3.5 to 2.5 pounds per square Inch greater than the average back pressures of any groundwater that may submerge the pipes is not less then that computed in accordance with the "Recommended Procedure, for Conducting Acceptance Toot" appended at the and of this section. DEFLECTION TEST FOR PVC PIPE In addition to hydrostatic or air testing, sanitary sewers constructed of pVC pipe shall be deflection tested not less than 30 days after the trench backfill and compaction has been completed. The test shall be -- conducted by pulling an approved solid pointed mandrel through the aomie*ted 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 l : after the line has been completely flushed out with t 15G--5 1:� 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 size as 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 1 clean the sections and portions of the lines as required. Do PAYMENT PIPE ' payment for pipes will be basad upon the unit prices per linear foot as set forth in tho Contractor's Proposal. Payment for pips will be based on the actual number of feet installed, as meanured by the Engineer. The pipe will be measured horizontally from center-to-center of manholes or to the and of they pipe, whichever is applicable. The unit price per linear foot shall constitutes full payment for the pipe in place, pipe base, backfill in the pipe $one, closure collars, loakag@ testing, and all other work specified ` in this section. No payment for PIPE will be made until the pipe has successfully passed the leakage teast. TEE FITTINGG Payment for building sewer too 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 too fitting including all plugs, caps, or adaptors that may be required to teat the sewer or connect to building sewers. The 1 sewer pipe section of the tee fitting will be measured with and paid for In the item for PIPE. 15G-6 { r 15H. BUILDING SEWERS A. GENERAL t SCOPE This section covers the work necessary for installation of the building sewers, coAepletc. LOCATION In general, building sewers will extend from the gravity sewer to the street right-of-way lire or easement line. B. MATERIALS EXCAVATION AND BACKFILL Conform to Section TRENCH EXCAVATION AND BACKFILL Minimum allowable depth of trench at the property line or on private property within the permanent sewer esaemcnt shall be 4 feet; 1 howevor , the Engineer shall determine the required grade at the and of the lino in each case ROCK 'EXCAVATION f 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 AM C4431 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 Foil pipe Institute (CISPI) Standard 301-72; or PVC sewer pipe conforming to ASTM C3034 f SDR 35 with integral bell joints conforming to ASTM F477- PIPE ZONE AND BASE pipe zona 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 STANCES New 2 inch by 4 inch utility Grade or better in one piece. No splicing will be permitted. 1 MORTAR Mortar shall be mixed in proportions 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. 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 equal. Sewer saddles for field fabricated too fittings for PVC pipes shall conform to ASTM D3034 SDR 15. FLEXIBLE COUPLINGS Connect now building sower pipe to existing building sower pipe with a flexible coupling which is appropriate for the type(s) of piper to be connected. Clamp bonds for the couplings shall be 4305 stainless steel. Couplings shall be as manufactured by Fornco Joint Basler Company or approved equal. C. CONSTRUCTION Conform to thea applicable portions of t�eeations TRENCH EXCAVATION AND NACKPILL, SURFACE RESTORATION, and GRAVITY SEWER PIPE. t PRoGnESS or CONSTRUCTION Work pertaining to this section shall be completed prior to the start of any surface improvements. PIPE ZONE BACEP"ILL The pipe zone shall extend 4 inches below the bottom of the pipe and G inches above the top of the pipe and for the full width of the trench. Placa 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 on 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 berth aiders of the pipe for the full tre=nch width and 15H-2 hand-tamped with approved tamping sticks, supplemented by "walking in" the material. 4 BACKFILL ABOVE THE PIPE ZONE 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 vertical curvature achievod 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 i during internal hydrostatic or sir testing. if foundation stabilisation material is required, it shall be furnishesd# placed, and paid for as specified in Soction TRENCH EXCAVATION AND BACKFILL. 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 and of the building sewer, a stake will be driven into the ground showing the depth of excavation required. install the sewer too as closer an practical to the end of the j building sewer. Batter boards will not be roquir@d, but lay the pipe uniformly between the toe and the stake. Whero 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 1/0-inch per foot. MARKING STAKES ( After the building sewer pipe is installed, block the capped or plugged end and install. sharking stake from end of building sever to l foot above firilsbed ground. Paint the exposed ( 15H-3 portion of the stake Immediately after its installation with ( ` first quality white, quick-drying enamel. 4 Take precautions during the backfilling operation to insure the position and location of the stake. If the stake is broken or knocked out of vertical alignment during the backfilling operation, reopen the trench and place the stake in proper position. D. PAYMENT TRENCH EXCAVATION AND BACKFILL 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 fear this item shall constitute full compensation 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 vain or lateral centerline to the and of the pipet as established by the Engineer. BUILDING EERIER PIPE i Payment for building newer piper din-place will be based on the unit .price per linear foot for the appropriates mire of pipe not 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 C building sewer will be the total length of pipe installed, including all fittings, measured along the pipe conterlinea. t ' 15H-4 t i { i 3 15I. SUBDRAIN SYSTEM r A. GENERAL SCOPE T144s section covers the work necessary for construction of the subdrain system. RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item 2p Trench Excavation and Backfill S. MATERIALS PIPE Subdrain pipe shall be perforated concrete drain pipe conforming to AASHTO M175 Type i 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 M35 or perforated ADS corrugated polyethylene highway drainage tubing conforming to AASHTO M252. FILTER FABRIC Filter fabric shall. be Fibr@t@x 150, Surpac 5-P, Marafi 190 or approved equal. DRAIN ROCK Drain rock shall be pea gravel. Ca CONSTRUCTION EXCAVATION Conform to applicable portions of Section 20, TRENCH EXCAVATION AND BACKFILL, The Contractor shall dispose of all i excess excavated materials. Make arrangements for the disposal. Bear all costs or retain any income incidental to material disposed. i [ t 4 INSTALLATION OF SUBDRAIN f 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 i together with appropriate coupling fittings or bands as specified for the type of pipe used. { Perforated pipe shall be laid with the perforations down. After the pipe i& 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 boon 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 bit such to assure that no settlement will occur. Attar compacting the drain rock, the filter fabric shall be lopped over the trench as shown on the Plans. D. PAYMENT TRENCH EXCAVATION Payment for excavation of tho trench for the subdrain aatom will be paid for on the basis of the unit price per linear foot of trench not forth in the Contractox 's Proposal.. No differentiation will be made for trench depth. Paym@nt foie this item shall constitute full compensation for all work connected with excavation of the trench. The length of the trench will bo zeasured horimontally to the nearest foot. 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 6 ' length of the drain pipe will be the total length of pipe installed, including all fittings, measured along the pipe centerline. 15Z-2 DRAIN ROCK Payment for drain rock will be based on the unit price per cubic yard as set forth in the Contractor 's Proposal. i 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 an 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 f considered full payment for all materials, labor, equipment, ! and incidentals necessary to furnish materials at trench site and for placing it in the trench. l l - t A y+u p 152-3 r �t !t/ 15J. SUBDRAIN CLEANOUT A. GENERAL SCOPE i k This section covers the work necessary for construction of the subdrain cleanout. RELATED WORK SPECIFIED IN OTHER SECTIONS 1 Section No. Item s 15I Subdrain System B. MATERIALS PIPE material for the cleanout piping shall be compatible with the subdrain piping specified in Section. 151, SUADRAIN SYSTEM. FRAME AND COVER Frames and cover shall be gray cast iron conforming to ASTM A48, Class 20. Bearing surfaces aha►ll be planed or ground to provide* flat and true surfaces. ANCHOR DOLTS Anchor bolts shall be galvanised 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 SUDDRAIN CLEANOUT The trench rjxcavation shall be mace 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 aball be thoroughly tamped an directed. Construction shall otherwise conform to the requirements shown on the plans. 25J-1 lu ANN= 0111 t_ t D. PAYMENT i .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 _equired to construct cleanout. i i . I i i 1, j �pp P G I[ I L s 15J_2 16A. STREET LIGHTING A. GENERAL SCOPE 1 1 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 an part of this contract shall be completed in accordance with Section 2D, TRENCH EXCAVATION AND BACKFILL. EQUIPMENT LIST AND DRAWINGS Unless otherwise authorized in writing by :he Engineer, the Contractor shall, within 10 days following execution of the Contract, submit to the Engineer for approval, a list of equipment and materials which (s)he proposes to install. Tho list shall be complete as to name of manufacturer, size and identifying number of each site. RELATED WORK SPECIFIED IN OTHER SECTIONS Suction No. Item 2D Trench Excavation and Backfill B. MATERIALS LIGHT POLE$ Light poles shall be square tapered steel as manufactured by Union Metal Mfg. Co. or opprovead equal . Each pole shell 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 Polyvoit No- 6190 or equal) , Each pole shall be provided with a photoelectric cell. Each pole shall be equipped to receive the types and number of light fixtures as indicated herein and sho•on on the Plans. Pole Height Manufacturer's No. 25.0 ft. 70974-X 448 30.0 ft. 70974-Y 450 i 16A-1 t:= 1 LIGHT FIXTIIRES Light fixtures shall be GARDCO FORM TEN H U3 1923 and H IIB 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 halideThe e9ulator fixturetyfinish ballast shall abe rated anodi zeds Bronze ( volts. l (Falc0l9r) , FOUNDATI0N The foundation shall be a precast concrete unit as manufactured by Utility 'Vault Company 45CL-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. t 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 (Kalcolor !6345) a® manufrcturod by Day Cities Paint, product #37398. CONDUCTOR WIRE Conductor wire shall be copper, type THW insulated, #10 minimum A.W.G. size, stranded. CROUNDING WIRE Grounding wire shall be No. 6 solid S.D. Copper wire. GROUND ROD t, Ground rod shall bo 5/9-inch by 8 foot galvanized steel. ANCHOR BOLTS Anchor bolts shall be manufactured from high ,strength steel rods minimum yield of 501000 psi size and shapes as shown on the plane. 16A-2 1 t C. CONSTRUCTION i 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 j 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 shah be provided with a ground rod. Ground rods shall be driven vertical and the full length to a depth of 6 inches below finishes] grade. All connections shall be tight and provide full contact surface. POLE FINISH All painting must be done in a neat and skillful manner. The finished job shall be a heavy, even coating without excessive runs or sags. Poles shall be painted in a shop facility under controlled conditions. The primes coat shall be thoroughly dry before they finish coat is applied. Contractor shall install standard luminaires identification labels .par NEMA Publication OD-160-1977 and PGE standards technical notes #80-2. Background color of labels will be read with a #25 identifying the 230 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 I 4825-8031 primer mixed according to the manufacturer ' s instructions. The use of power-driven wire brushes for clenanieg is approved. Cone! brushes area preferred. Avoid burnish i ng the surface. After cleaning the atandard and removing all rust, apply the prime coat immediately; brushing it into any formerly rusty spots thoroughly. After the specified time has been allowed 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. After sufficient time has elapsed to allow thorough drying of the first coat, a second coat small be applied. Dry filit ( ; 16A-3 t thickness of the finish coating shall be a minimum of one and one-half thousandths inch. (( All paint must be in clearly identifiable original containers. l 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 LIGHT FIXTURES Payment for light fixtures will be based upon the unit price 4 per each as not forth in the Contractor 's Proposal. Payment shall constitute full compensation for the work related to furnishing and installing light fixtures. t LIGHT POLES Payment for light poles will be based upon the unit price per each pole length as not forth in the Contractor's Proposal. Payment shell constitute full compensation for all work I : required to install the light pole including installation of i the foundation, pole wiring, grounding rod and wire, painting, testing and all other work as specified heroin. t 1 , w l6A-4 r r .I � I i i i � APPENDIX A � � Geotechnical Report I G Kelly/St[azer Associatesy 0-664.01 ` Geotechroical eanwkants ( t ( July 14, 1956 , t Mr. Robert Bright R. A. Wright Engineering, Inc. 1340 SW Bertha Boulevard Portland, OR 97219 ( GEOTECHNICAL INVESTIGATION AND REPORT; PROPOSED DARTAOUTH ROAD EXTENSION; I SOUTHWEST 69TH AVENUE TO PACIFIC HIGHWAY; TIGARD. OREGON Dear Mr. Wright; We are pleased to present herein the results of our geotechnical investiga- tion for the above-referenced project. Field explorations and laboratory testing are summarized, together with comments and recommendations for pave- ment sections and site grading. SCOPE OF WORK The scope of work for this study was outlined in our proposal tetter of � May 31, 1964. Field explorations consisted of six (6) backhoe-excavated test pits, supplemented with three (3) hand auger borings. Laboratory studies were modified from the originally-proposed CBR testing to state-of-the-art ` resilient modulus testing on your verbal approval. In addition to the resil- ient modulus testing, laboratory testing included classification, natural � . water contents, Atterberg Limits, and compaction curves. Office studies con- ducted for this study include considerations of grading criteria, shrinkage fratio, subdrainage recommendations, and pavement design alternatives for both ' rigid and flexible pavements. i � } 1630 S W.Morrison ;1 Portland.Oregon 97205 503-222-2820 s1 , 1 ! Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. t. July 14, 1986 r � Page 2 i SUMMARY OF FINDINGS 1 � 1 � a The estimated design traffic for Dartmouth is 580,000 Equiva- lent Axle Loads (EAL) based on a 20-year design life and infor- mation provided by the project traffic consultant, Dick Woelk of Associated Transportation Engineers and Planners. i o The full-depth asphaltic concrete pavement section recommended ` for Dartmouth is 91 inches AC over a 9-inch thick compacted j subgrade. Alternative sections with base rock (BR) or cement- treated base (CTS) over a 9-inch compacted subgrade include: B-inch AC/8-inch BR, 7-inch AC/10-inch BR, and 3i-inch AC/12- inch CTB. o Rigid pavement section for Dartmouth is 61 inches concrete slab with 4 inches compacted aggregate base over a 9-inch thick compacted suograde. o High localized groundwater table and extremely poor construc- tion vehicle traffic support was encountered between Southwest 72nd and Southwest 69th during the field exploration phase of this study in late May of 1986. Overexcavation and replacement with subbase fill is discussed for this segment. A modified pavement section is recommended over the subbase fill . BACKGROUND INFORMATION Site Conditions. The proposed project area is located in Washington Coun- ty, approximately 7 miles southwest of the Portland central business dis- trict. As shown on the Vicinity Map, Figure 1, the project area is bordered by Interstate S on the east, Pacific Highway (Hwy. 509W) on the northwest, and { Highway 217 on the southwest. Topographically, existing grades are rela- tively gentle throughout the alignment, typically no greater than S percent; f an exception is at the east end near Southwest 69th Avenue where slopes 1 , . 0101111 offiREMA-AMIM 11111 t � Mr. Robert Wright 0-664.01 R. A. bright Engineering, Inc. { ! July 14, X986 Page 3 locally approach 11 to 12 percent. Ground surface elevations along the alignment ranges from +220 feet at the west end adjacent to Pacific Highway to a low of +165 feet, up to a maximum of +275 feet at the east end at Scuth- 31 west 69th Avenue. Land use in the area consists of mixed agricultural and residential, 1 Proposed Project. We understand that the proposed project will consist of approximately 3,300 feet of new roadway, 36 feet wide, within a 70-foot right-of-way. The new roadway (Dartmouth) will connect Pacific Highway at ! Southwest 78th Avenue on the west with Interstate 5 at Southwest 69th Avenue on the east, as shown on Figure 2. Cut and fill depths are estimated to be no greater than S feet. FIELD INVESTIGATION Exploratory Test Pits. Subsurface conditions were explored through a series of six (6) test pits, designated TP-1 through TP-6, located approxi- mately as shown on Figure 2. The test pits were excavated with a tractor- mounted backhoe under subcontract to Dave Richardson Excavating of Portland, Oregon; they were excavated to depths of 6.0 to 8.0 feet. s Representative samples of the various soil units were taken and placed in air- tight jars together with undisturbed resilient modulus samples and bulk bag samples. Relative strength measurements were made at frequent intervals in the test pits with a Pocket Penetrometer and/or Torvane shear device. Both { manually operated devices are used to approximately determine the in situ relative strength of cohesive soils. An experienced engineer from our firm r classified the soil units, logged the test pits, obtained the required sam- ples and generally directed the field operations. ( All field data is compiled on the Logs of Test Pits, Figures 3 through S. These include descriptions of the various soil strata encountered, sample t i' Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. i July 14, 1986 Page 4 type and location, in situ strength data and natural moisture contents (as determined in our laboratory) of the various samples. = i. The test pits were located along the approximate roadway alignment based on aerial photographs, their location relative to actual future pavement areas is not known at this time. The test pits were backfilled with the excavated soils without compaction to original density. We recommend that those pits located within pavement areas be re-excavated and backfilled with compacted fill as described in a tater section of this report. Hand Auger Borings. To supplement the information between test pits, three (3) hand auger borings were drilled to depths between 3.0 and 4.4 feet at the locations shown on Figure 2. The locations are all on the east end of the ! proposed alignment between Southwest 72nd and Southwest 69th where soft, satu- rated ground made backhoe access very difficult. Samples were generally ( taken at 1-foot intervals, classified, sealed in airtight jars, and returned ( to our laboratory for check classification and natural moisture content deter- , mination. Field data is compiled on the Logs of Hand Auger Borings, Figures 9 to 11, and include a description of the various soil strata encountered. Natural moisture contents were taken on all samples and are presented numeri- cally on the logs. LABORATORY TESTING Visual Classification and Water Content. All jar samples were visually classified to refine, when necessary, the field soil classification. In addi- tion, natural moisture contents were taken on all samples in accordance with ASTM D221.6. The moisture contents are expressed as a percentage of free water lost by evaporation compared to the dry weight of soil . These are pre- (( sented numerically on the Logs of Test Pits and Hand Auger Borings. Mr. Robert bright 0-664.01 ! R. A. Wright Engineering, Inc. 4 July 14, 1985 t Page 5 1I l Compaction Testing. Compaction testing was performed on select bulk bag samples from Test Pits TP-4 and TP-6 for determination of the moisture- density relationship of the soil. All compaction tests were conducted on ! ( existing on-site material which may be used in compacted subgrades or general ( filling. Tests were performed in accordance with ASTM D1557 (Modified Proc- tor) using either a 4-inch or 6-inch inside diameter mold, as specified. } Test results are presented in Figures 12 and 13. ! _ Atterber2 limits. Atterberg Limits (ASTM D423 for the liquid limit and ASTM D424 for the plastic limit) were performed on samples from Test Pits TP-2 and TP-6 to evaluate the relative plasticity, to assist in the classifi- cation, and aid in correlating with the Soil Conservation Service (SCS) data. i The results are plotted on the Plasticity Chart on Figure 14. E Resilient Modulus Testing. Triaxial resilient modulus test series was con- ducted on single 4-inch diameter mold specimens in general accordance with the details described in AASHTO T-274. A total of two (2) natural and two (2) compacted specimens were tested in an H & V repeated load triaxial device to determine their resilient modulus (Mr). The compacted specimens were bath prepared to near 95 percent of their Modified Proctor maximum density on the wet side of optimum. All Mr samples were tested for moisture content and unit weight before and after the dynamic load testing. After mounting in a triaxial frame and attaching the yoke with highly sensitive measuring devices (i.e., LVDT), the specimens were subjected to a confining pressure of 2 psi and deviator stresses approximately equal to 1, 2, 40 60 and 8 psi (i.e., a total of 5 data points per compacted or natural specimen). The cyclic load was then ' applied at a 2-second interval and a 0.1 second duration. � Recoverable defor- mation was recorded at each combination of confining pressure and deviator stress after 50 to 200 repetitions of the deviator stress to "condition" the C Sample. Results of the Mr tests are summarized on Figures 15 through 18 as ( plots of resilient modulus versus deviator stress. - t pill WIN f i 14r. Robert bright 0-664.01 R. A. Wright Engineering, Inc. 1' July 14, 1986 Page 6 1 � SUBSURFACE CONDITIONS � 1 Soil Conditions. The exploratory test pits and hand auger borings per- j formed for this study encountered a variety of subsurface conditions similar tt to the distribution of soil types indicated in published Soil Conservation fIIService (SCS) reports. Presented below are generalized descriptions of soil j ! conditions (within the depth of exploration) by P-line stationing. Refer to the Logs of Test Pits and Hand Auger Borings for detailed soil descriptions. i � AASHTO classifications are those estimated by SCS and confirmed by our exami- nation. + +00+ to Station 20+50+ Station 0+00 to Station 8+50 Station 13 an 4 on + + o a on + et is IP-4t - , an P-1 were excava e n these sections respectively. Access to section 16+50 ' to 20+50+ was not permitted by the property owners and continuity of soil conTitions was inferred from available SCS data. Topsoil thick- nesses encountered in the test pits ranged from 0.5 to 1.2 feet and { � averaged 0.9 feet. SCS data indicates topsoil thicknesses in the range of 8 to 12 inches. Underlying the topsoil zone in the test pits were very stiff, slightly clayey SILTS to SILTS. In addition, TP-4 encoun- tered a fine sandy SILT below 5.6 feet. Natural moisture contents ranged from 25 to 34 percent, generally increasing with depth 1n the test pits. Dry densities of 73.7 and 95.4 pcf was determined from sam- ples recovered from depths of approximately 2 feet in Test Pit TP-4 and TP-6, respectively. Average resilient modulus values of 2,500 psi for uncompacted and 3,500 psi and 5,000 psi for compacted subgrades was ' ( determined in our laboratory from samples recovered from the teat pits. l The AASHTO subgrade classification estimated by SCS is A-4. The AASHTO classification determined for the subgrade soils in TP-6 from the Atter- berg Limits 1s A-6. Station 8+50+ to Station 13+00+ and Si .tion 20+50+ to Station i 26+50+7 es pffs TP-5 an - were in these sections* ccess to Section 20+50+ to 25+00+ was not permitted by the property owners and continuity or soil conditions was inferred from available SCS data. Topsoil thicknesses encountered in the tent pits were 1.2 and 2.2 ( / feet. Moisture content of the topsoil zone was 44 and 37 percent. ( Underlying the topsoil zone, the explorations encountered stiff to very stiff, clayey SILTS to SILTS with moisture contents in the high 20s. 1 Below a depth of 5 feet, both test pits encountered fine sandy SILTS. � ^ Dry density of a sample recovered from a depth of 2.2 feet in TP-5 was Mr. Robert Wright 0-664.01 3 R. A. Wright Engineering, Inc. 1 July 14, 1966 ( Page 7 1 � 86.0cf. An uncompacted resilient modulus of 1,500 psi was determined i for this sample. The AASHTO subgrade classifications for this section vary from A-4 to A-6. Station 26+50+ to Station 32+50+. Test Pit TP-2 and Nand Auger or ngs - , _2_, and were use to explore this section. An organic silty CLAY to clayey SILT (TOPSOIL. ZONE) with Unit thickneses ranging fray 1.0 to 2.8 feet and averaging 1..7 feet was encountered in the explorations. Natural moisture contents ranged from 44 to 59 percent { and averaged 52 percent in the TOPSOIL ZONE. Underlying the TOPSOIL ZONE were generally medium stiff to stiff clayey to slightly SILTS with natural moisture contents in the 30 Pe g . AASHTO Subgrade classification for this section is A-7. Groundwater. A slight amount of groundwater seepage was observed between ` 41 to 6 feet in Test Pits TP-10 3, S. and 6. In addition, abundant surface (( water was present at Test Pit TP-2 and all of the hand auger boring loca- tions. The entire alignment between Station 26+50 to Station 32+50 had abundant surface water and extremely poor construction vehicle support characteristics at the time of our field investigation. PAVEMENT DESIGN Traffic Estimate. Estimates of the design truck traffic for Dartmouth were developed from traffic data provided by the project traffic engineer. We understand that the estimated Average Daily Traffic (ADT) is 6,600 and 9,700 in the years 1995 and 20050 respectively, with truck traffic constituting approximately 2.5 and 10 percent, respectively, of these values. The average ADT during the years 1986 to 1995 is estimated at 3,300, Frith the percentage of trucks estimated at 2.5 percent. From this information, a truck distribu- tion recommended by the Asphalt institute in Manual Series One (MS-1), 1981, and ODOT truck factors, we estimate the number of repetitions of an equiva- � ' lent 16 kip axle load (EAL) over a 20-year design period at 5809000. � + Subgrade Characteristics. The resilient modulus tests were performed on samples selected as representative of the probable Subgrade soil types. i Mr. Robert Wright 0-664.01 ( R. A. Aright Engineering, Inc. July 14, 1986 t Page 8 l � Average Mr values for undisturbed (natural) samples were 1,500 and 2.500 psi, while compacted (to approximately 95 percent of the maximum density on the wet side of optimum as determined by ASTM D1557) Mr values were 3,500 psi and 50000 psi. Based on these test results and our testing and experi- ence with similar soils in the Tualatin Valley, subgrade modulus values of 2,000 psi uncompacted and 40000 psi compacted were selected for design. Sub- grade 'testing was not performed on the soft, saturated soils encountered between Station 26+50± and Station 32+50+. Due to their high moisture content and presence of free water, replacement with 18 inches of subbase is recommended as described below. In addition to the laboratory testing described above, an Mr value for the section of Dartmouth between Inter- state 5 and Southwest 69th (constructed as part of the I-5 improvements) was back-calculated based on the existing Lection of 4 inches asphaltic concrete over 12 inches of cement-treated base (CTB); an Mr value for the subgrade k (t of 30400 psi is estimated from the AASHTO design procedure. Flexible Pavement Section Design. The design of flexible pavement sections for this project was accomplished using two different procedures, the 1961 Asphalt Institute (AI) procedure outlined in their Manual Series No. 1 and the 1966 AASHTO design procedures. The Al procedure is based on an application of multi-layered elastic theory while the new AASHTO proce- dures incorporate resilient modulus into the design nomographs. Presented on ( : the next page are the recommended full-depth asphaltic concrete sections and equivalent combinations of asphalt concrete and aggregate for the project (except for the section between 26+50 and 32+50). t ' f �:1r Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. July 14, 1986 ( Page 9 RECOMMENDED FLEXIBLE PAVEMENT SECTIONS i � (Except 26+50 to 32+50) ' t { f Thickness (inches) of Materials ? for Alternative Sections � t Mate A'2 ----A=3 -- Class C Asphalt Concrete 2.0 2.0 2.0 Surface Course Class B Asphalt Concrete 7.5 6.0 5.0 Base Course 1"-0 Aggregate Base Leveling 0 2.0 2.0 Course P-0 or 11"-0 Aggregate 0 6.0 10.0 j Base Course t 9" Compacted Subgrade 9.0 9.0 9.0 (95 percent ASTM 01557) F x in the roadway section between stations 26+50 and 32+50, overexcavation of the very soft organic SILT surface layer and replacement with fitter fabric ' I and a subbase material is recommended. Detailed comments are presented in a " + following section entitled "Subgrades." The recommended pavement section on + the subbase layer is 7 inches AC over 5i inches base rock. f 1 In the remaining portions of the project, if it is necessary to construct pavements during wet weather when moisture control and compaction of the Subgrade are not possible, the recommended equivalent section is 7 inches asphaltic concrete and 16 inches of compacted base rock on filter fabric. While this should provide sufficient support during construction, localized areas may require a deeper base rock section. In any case, spreading with light equipment and careful control of compaction activities would be j required. i C . Mr. Robert Wright 0-664.01 R. A. aright Engineering, Inc. July 14, 2986 { Page 10 i For asphaltic concrete over cement-treated base (CTB), the recommended sec- i tion is 31 inches AC over 12 inches CTB on a 9-inch compacted subgrade. A CTB alternative is not recommended for an uncompacted subgrade condition. i f Asphalt concrete materials and construction should comply with the specifica- tions of Section 403 of the Oregon Department of Transportations "Standard j Specifications for Highway Construction--1984." AR-4000 grade asphalt cement is recommended for the bituminous mix. If the Marshall mix design procedure (ASTM D1559) is specified as an alternative to the Hveem mix design procedure (ASTM D1560), the following mix design properties are recommended Marshall Method Mix Design Criteria (ASTM D1559) i No. of blows each end of specimen 50 Marshall stability minimum pounds 75 Marshall flow (0.01 in.) - 18 jPercent air voids 3~ 5 Minimum percent voids in mineral aggregate 13 (Class B) 14 (Class C) � i The asphalt concrete placed in the field should be compacted to a minimum den" jsity of 95 percent of maximum density as determined by laboratory compaction in accordance with ASTM D1559 using 50 blows on each end of the specimen. The following specification is adapted from the Asphalt Institute and is I suggested for construction compaction control; Acceptance of the compacted pavement with respect to density will be based on the average of five density determinations for each f lot of asphalt mixture placed. The base and surface will be tested for density with a nuclear device in accordance with ASTM D2950. Each lot of compacted base and surface course will be 4 accepted when the average of the five density determinations is equal to or greater than 97 percent and when no individual deter- mination is lower than 95 percent of the average density of six laboratory prepared specimens compacted in accordance with ASTM D1559 (50 blows each end). Mr. Robert Wright 0-664.01 ( R. A. Wright Engineering, Inc. f July 14, 1986 Page 11 Rigid Pavements. The design of a rigid (concrete) pavemznt section for this project was accomplished using both the Portland Cement Association's "Thickness Design for Concrete Highway and Street pavements" as well as the � i 1986 AASHTO design procedure. Presented below is the recommended rigid pave- ment section for Dartmouth. The modulus of rupture for the concrete was assumed to be equal -to a minimum of 600 psi. i � RECOMMENDED RIGID PAVEMENT SECTION 1 , 6i inches concrete slab (Modulus of rupture a, 600 psi minimum). 4 inches d"-0 Aggregate Base Course 9 inches compacted subgrade (95 percent ASTM D1557) Rigid pavement materials and construction should comply with the specifica- tions of Section 450 of the Oregon Department of Transportation, "Standard t Specifications for Highway Construction--1984." 3 � SITE GRApING RECOMMENDATIONS l Site Preparation. We recommend that all grass, root mats, loose surficial organic toll% and fills be stripped from beneath all pavement areas. We anti- cipate stripping depth% on the order of 8 to 12 inches for approximately 50 percent of the alignment and 12 to 24 inches for approximately 30 percent. The remaining 20 percent of the alignment (between Station 26+50 and Station l 32+50) should be stripped to a depth of 24 to 30 inches or as required for -overexcavation and replacement with 18 inches of pit run (subbase) material I for support of construction equipment. Upon completion of stripping or over- excavation to subgrade level , the subgrade should be examined by the soils j engineer and then, if required, proof-rolled with a loaded dump truck to assist in detecting any soft spots. Should such soft areas exist, they + should be removed to firm soils and replaced with structural fill, as described in the following paragraphs. his Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. July 14, x966 Page 12 i Where the loosely backfilled exploratory test pits made for this study occur within pavement areas, the loose soils should be removed and replaced with structural backfill. A clean 10 minus crushed rock or clean sand is recom- mended for this work. The backfill should be placed in 8-inch maximum lifts and compacted with manually-guided mechanical compactors to grade. Compact to 92 percent ASTM 0157 to within 3 feet of subgrade and to 95 percent for the upper 3 feet. Structural Fill. Structural fill (i.e., fill placed below pavements, side- walks, etc.) may consist of native, on-site nonorganic soils or select, ' imported granular material as described below. Although the native silts and clayey silts would be suitable, they are typically far above the optimum mois-ture content (by about 10 to 15 percent) for compaction at natural moisture + s contents of 15 to 22 percent and thus will require drying prior to compac- tion. Structural fill material should consist of any free-draining granular 1 material (sand, gravelly sand, sandy gravel or well-graded gravels), free of organics, debris or other deleterious matter and whose maximum particle size ' i does not exceed 1; inches. The material may be derived from naturally occur- ring geologic deposits or from crushing operations on bedrock or larger gravel/cobble/boulders. All particles of the fill should be sound, durable and unweathered and be capable of withstanding compaction, as specified, and construction traffic without crushing, fracturing or otherwise altering the original gradation. Structural fill should be spread in maximum 9-inch loose lifts for compaction by heavy, self-propelled or tractor-towed compactors and maximum 6-inch loose lifts for Light, manually-guided compactors. Each lift should be thoroughly compacted to the required criterion with equipment suitable to the soil types being compacted. We recommend that the structural fill attain minimum dry densities based on ASTM D1557 (AASHTO T180), Modified Proctor as noted below. Prior to compacting each lift, the fill should be properly moisture condi- 1 tloned by the addition of uniform applications of water or by drying, as ( required, to achieve a moisture content which is within ±2 percent of the 1 ` �l Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. July 14,E 1986 Page 13 optimum moisture content as determined by ASTM p1557 (AASHTO T180). All fill surfaces should be firm and yield only slightly beneath rubber-mired construc- ' i tion equipment. Fills which rut, pump, or weave should be considered to if possess excess moisture and are not acceptable. These should be removed and replaced with fill material of proper moisture content or dried to the proper moisture content as specified herein. i &pli_ cation Minimum Comeacttion Beneath Pavements or Sidewalks Within 3 ft. of grade 93% Below 3 ft. of grade 90% Utility Trench Backfill ' Upper 3 ft, beneath pavements or sidewalks 93% Below 3 ft. beneath pavements or sidewalks 90% In landscaped areas above pipe zone 85% Random Site or Landscaping Fill As required Weather Constraints. The native soils are typically above optimum moisture ( content for compaction and Irjr fine-grained nature is a characteristic t which makes them highly sensitive to excess moisture. As a result, these cannot be compacted to structural fill specifications during periods of wet weather. Additionally, they become very soft under construction traffic dur- ing wet weather, requiring a significant thickness of crushed rock in order t to provide trafficability. Our experience indicates that a minimum of 18 i inches of crushed rock is normally required over uncompacted native soils to support heavy, repeated truck traffic during wet weather periods. ( It is particularly important to preserve the fine-grained soil subgrade below t : pavements and preclude their disturbance by construction traffic. 'thus, it may be necessary to "overbuild" these areas with crushed rock, compared with normal design requirements, if heavy construction traffic is contemplated during prolonged wet periods. Such overbuilding may take the form of a tempo- rary increase in rock thickness over heavy traffic lanes or a permanent thick- ening of the slab or pavement base course beyond normal design requirements to accommodate the construction traffic. Essentially, the latter approach t � Mr. Robert Wright 0-664.01 R. A. Wright Engineering, Inc. July 14, 1986 Page 14 would design the base courses for wet weather construction traffic rather # ; than for design requirements. Subgrades. For both rigid and flexible pavement sections, the upper 9 inches of the pavement subgrade must be compacted to 95 percent of the maxi- mum dry density as determined by ASTM D1557. It it is necessary to construct pavements during wet weather when moisture control and compaction are not pos- sible (and the uncompacted subgrade alternative is used), the subgrades should be excavated with smooth-edged equipment to avoid disturbance. The un- compacted subgrade should be protected from construction traffic and ti-$ ini- tial lift of base rock should be back-dumped and spread with light equipment or otherwise placed to avoid trafficking on the unprotected subgrade. The exposed subgrade should be cleaned of any loosened or disturbed material, using hand methods if necessary, then examined by a soils engineer and/or proof-rolled with a dump truck to assist in detecting any soft spots. Where l soft areas are found, they should be removed to firm soil and replaced with compacted aggregate base course. � f Due to high groundwater and the clayey nature of the native soils between P-line station 25+50 and Station 32+509 we recommend the subgrade be overexce- vated and replaced with 18 inches of compacted pit run material for construc- tion vehicle support. A high strength filter fabric suitable for roadbed stabilization (Fibretex 200, Mirafi 500X) is recommended between the subgrade and pit run material. All overexcavation should be performed with a Smooth- edged bucket to minimize disturbance to the subgrade. t Pavement Structure Drainage. Localized high groundwater levels -and the pre- sence of abundant surface water will, in our opinion, require a provision of subdrainage system in the pavement section from approximately P-line Station 26+50 to Station 32+50. This can be accomplished by installing subdrains consisting of clean drain rock and perforated pipe surrounded by filter fabric along one or both sides of the roadway. A subdrain is specifically recommended for the upslope (north) side of the aforementioned section. The a Mr. Robert Wright 0-664.01 R. A. aright Engineering. Inc. July 14, 1966 Page 15 perforated pipe should be at least 2 feet below subgrade level and embedded in clean drain gravel as depicted in Figure 19. ii ;}! Volume Chance. Based on our laboratory testing, we estimate a shrinkage of 22 to 26 percent'at an average of 95 percent compaction. This estimate does ( not include a factor of Safety to account for possible over-compaction and normal soil loss during grading. GENERAL NOTES This report was prepared solely for the Owner and Engineer for the design of the project. We encourage its review by bidders and/or the Contractor as it a relates to factual data only (test pits and laboratory data). The opinions and recommendations contained within the report are not intended to be nor should they be construed to represent a warranty of subsurface conditions but are forwarded to assist in the planning and design process. If. during construction, unexpected subsurface cinditions are encountered, we should be notified at once so that we may review such conditions and revise our recommendations, if necessary. We request that we be retained to review the applicable portions of the plans and specifications for the project prior to bidding for conformance to our recommendations. c ` We would be pleased to provide additional input, as necessary, during the design process and to provide on-site observations during construction. .I a saw lmillilloll' all 1110011 Blom i 0-664.01 Kr. Robert Aright R. A. Wright Engineering, Inc. July 14, 1986 Page 16 Please feel free to contact us for this work as well as for any questions you might have regarding this report. i Very truly yours, � 1 KEILY/STRAZER ASSOCIATES, INC. X�i..�� T,?1,n5y ��••`moi , 13113 00 0;" N— a oo %" ,fieV IIA STT C1C L3, V 7 Y ms ± � Patrick B. K+ally, P.E. Richard P. Fejta, P.E. Enclosures: Figures 1 - 19 t PBK/RPF:cs A 1 f i r t {� f P • + a� �' � ', a . -r IMP Mir— ix P�Rfi nMIN a ; F,Art jMtop AWN Elio lL Thomas Bros. 1986 SCALE IN MILES DARTMOUTH STREET EXTENSI VICINITY MAP ON TIGA �, � *�� �1;., �. �' Ti�"77 ,'1•- 1.1 a.t. 1., .. �� ��t�. _. �� :.. � A`���� ..'y.; w , �(y�I� MiMn1�F a r r '1 a ' u� ' 1 OREGON June, 1986 0-664.01 i 4 W lr ON a _¢ cWh ♦ U �N. W w +nZE Q - 4W C a ZT� t Q W W N wa-z.'-1 a c �• o .. w ri •�1P s�yN iYPR„•r``'�Mn+w�`� 4«'1<'�.a�4' .i. �`,~� ^ �.r,MM• _.' } "�i�"4� 1.�.��� a 1 sn♦� s� '�•�,�1I'��.��^F �rwn,�y .� �.JR�1�� •M'i '.�_ �+► �� .++� 7 r ♦t a' 4,, ? . :Www f(' • M+ �� ' i ►' pp 41, ut i'1Y •!!!J^^^ ''I N s� ' ♦' r. ,,,,w 9• �' • A�••Icy#� ' '1� ��r / ! i / i s •� .,f. s3 f C �., wf • N ' P - It 'iM♦/-� J+ ,.y.���,,s9 y}�.,J•' � I�yq , yE ([�'�j '�y�y� �g' �" t s .� i .M'✓,-.V.�Y"'�liti..r.� i ��,I N-,y%{ �w' � 1 h� { ��.�I i�' .�'� ) i - � {6� � � j I(♦() � 1 Jh ♦i J Al✓ + � � rN ♦ ! I �M { 111 �I�' ''� .,0� �.. �A�•� W� r .I. . �. ,,:.•. "�� 11112 ,�1.,�;! � 1 .J � Zwi� 1.. r 1 ! : ���•• p�'�" g y''�'"•a...a,: • r. � •:,:flit - � fLp6` • ✓ ��" �'� lir' 'SQL�Z�f��� ��fL-"j}�'��•� .�.�_� r _ d. o lWW •7 M-t/• N tJ !� _ W -WG �w v W Y JI W Li Q lea- O a' W dd \ G G1 O 0 tt �U 10 = a� C) Co W rj c ar Ul V- r W .,1 ' _ R i� t� � '.;o jr a . ..r ., IAP��'�. +""i�+ . �. +sy�rs.d .i.rF M _. .gid • �' '.,� •^a �'..'~f � � •{�'rl'!, 9�i�.,.Yr f '•� ' � Q�,. `� *'. .♦ifl I i..� ,�.T`j . ~•-• ` �'0�``T'• K 'VM '�tt'n * 1} }yiii•��°;°°"''�i ��� w�•�.-.r��' ..°/s, �.,.� Z '. c• w•► ,.�N�Iw1�'^S11 '•� hh ,!j ."1. 'w�,• i1� is �,,h C.r.�iLk'.1' ►��'+w�; ," �;'iA���jfs,^�1►� `�.`la�'�r-'{'�•�k�-y� e, �;'� i .�,r t:VMi rt f *� �I{ �""' a�` r,�~ � A�:1� • •I F7^ � •r • !`I ¢, , �' �*i,r,� �"� I�.. � fir^�:�i'� Y, . �F•,,�"4,yy • s ,.w �e •, '.y�",+'� •J' s.a. �,•rR i ,, .. 1r, �M» V '�Yom. � r� � '�•w'#`' w...w• ,i�� Of VP I�Y '/• �siy • Ls a' /' /�.@'• - y •" ��.nA. ;/fit. w,•�•iRw.l��( ' � ,wit ^�," rr �4w Nro ♦ sy( , tw so + yahy� T � M im ., �. +Ir, �/w< 1st •• M -./+.'�.�• �•p yr�Tr�i '�+�s�ss�r+r- �' Y M I �� r •�•'^ r Y yi' +� �; ✓�j r ".".A..r,,.�,.�.rte• Sew ,,.a ';ss' f r.r �Ma y f;.,�+e,' 40 ' ,17 'fir_, r y • •i , • - s.Y - b "` q3lf + + '.. ►�O� I•�•�• w•'1 a',' ,iI fi+1/a , '• rl r. KGs .r- NL 4. III IN k`�fI L tM-,+'r�.AIM ' � - '/ _ ail" •c,. r Approximatq P_l iqe Approximate Surface Elevation = 264 feet � . O Medium stiff, brown, slightly clayey S-1 - organic SILT; damp, fine organics (TOP- � (28) , SOIL ?ONE),• Scattered n�an-made-debts-�at 1:��"-�'-"-� �" __.^ ,_�_.. • 1.0 surface. S-2 3 Stiff, brown mottled rust, slightly27) Mr-1+� • 1.5 2 c1a,Y' 'SILT;"damp--trace fin+ sand7, . 2.2 . grn�dat�oMja1 -'-- S3 - Stiff- to-very..stiff,-br own,mottl ed f--ust, = n.A-00-,j,-, and gray SILT; damp to wet. '�loGky S-4 ' friable, 1 1 ' S-516*0 ; i (31) Bottom of Test Pit completed R2B/86 Very slight seepage estimate ess 'than spm ' „ . -a,t.ba,se,of West Pit-e -'— LEGEND °i @S- CUB SAMPLE LOCATION AND WMeER POCKET PENETROMETER READING IN TSF JIS- SMELOY TUBE SAMPLE LOCATION AND NUMDER -V- FIELD DENSITY TEST IN PCF i ? RATER CONTENT IN PERCENT K POCUT TOWNE SNEAK RMING IN KG/SQ.CM. Kelaady/StrcrAsles, DARTMDUTH STREET EXTENSION LOG OF TEST PIT TP- I FIGURE roc&,mss TIGARD, OREGON 3 June, 1986 0-664.01 j Appraiximate P-1 iqe Stas ion 2 50 /Approximate Surface Elevation - {236 feet i Very,soft to soft, gray with '.rust a 1 • 0.5 mottling, organic silty CLAY; wet (TOP- , j , -e,=,...,;-_ ,-,---��...-._..�.i„_,:�.:_,.,.;_...,.,�..,,i,.. . . � it' • 0,5 34 1 B-1 I Soft;to medium skiff, gray w th brown* ) 5T -mottling slightly' lay .Y-SILT--damp, w ^ ; 1 (3I) , Yd 75.1 p.. Medium den;:e, brgwn, S;LT; damp to :wet, ' I trace fine .saand. i i FJi (34) �-�-grajdational—; -'�... 5.4 b Very stiff: gray mottled brown and rusts 4.0 clayey SILT; wet.' ' S-4 Bottom of Test Pit compl eted ,5/28/$6 , ` r Abundant seepDge iftom-;u,rfkcq,#j$ti joted_ at I to 2 gpm. f I 1 4 LEGEND NS- GRAB SAMPLE LOCATION AND MER • POCKET PENETROMETER READING IN TSF ]IS- SHELBY USE SAMPLE LOCATION AND NUMBER *V— FIELD DENSITY TEST IN PCF ,WATER CONTENT IN PERCENT x POCKET TORVANE SHEAR READING IN KG/SQ.CN. Kdiy/Str� Associates, DARTMOUTH STREET EXTENSION LOG Of TEST PI7 '�` — 8 FIGURE TIGARD, OREGON 4 June, 1986 0-664.01 l { i Approximate P*-line Staiion 275 1 4 ; Approximate Surface Elevation = +215 feed Soft, dark gray, :organic silty CLAY to S'1 • •O.5 clayey SILTS damp to wit (TOPSOIL ZONE). (44� 9raidatiorial�---► ---- ---- , 1..2~. l � __ .._...,_ �� • 1.2 Stiff to very stiff. brown mottled ;rust $A2� Mr-11_, .4,5 2 - -anddpgray,-sl ightly,ciayey-SILT,to-JILT; ---6 5 (No (2 � recover i 4.0 (29),,, ' —gradational—, Medium dense, brown, slightly fine 'sandy S-4 .., SILT to SILT: dam to wet. R Bottom of 'fest Pit completed �5I2a* Trace see a ee below 5 fleet. r R 1- LEGEND ® POCKET PENETROMETER READING IN TSF ®S- GRAS SAMPLE LOCATION AND NUMBER f ]IS- SICLRY TWE SAMPLE LOCATION AND NUMBER "V- FIELD DENSITY TEST IN PCF t NATER CONTENT IN PERCENT x POCKET TORYIWE SNEAR READING IN KG/SQ•CM. v LOG OF TEST PIT �- FIGURE �Ce01y1 �Ass�cl�es. �R�TIGAyRD,STREET OREGOliEXTENSION- �� June, 1986 0-664.01 Approximate_P-line Stadion §+50. Approximate Surface Elevation = +1888 feet T O _-- Stiff, brown, SILT; d=p, trace. fine IS-1 •�"__� sandy trace clay .(TOPSOIL ZONE). ? Q (22)' , _._._gradational_....' - — — .1--� �_� . . �, •2,a Very'stiff; brown � (23) , mottled rust an gray, } S-2 ® slightly,clayey SILT; damp. lockys � 62.5- 2 •friable, trace of"s:i nd:' -----------�- -� Mr-1 B-1 3.5 4.5 3.5 d 3.9 p s Very 'stiff; brown, slightly clayey _SILT 1 S-4 I to SILT; damp, trace sand. D� , .• 4.6 W f :.gradational_­ ; 5,6'� ( 6 Medium dense, brown,--SILT -to slightly.- fine sandy SILT; ,damp. f 7,5 ? S-5 1 r . Bottom of Test Pit n,gomp^lete,d 5/28/86 ; No Free Water Observed. t LEGEND • POCKET PENMOMtETER READIND IN TSF S- GRAB SAMPLE LOCATION AND NU4BER f ]IS- SHELBY TUBE SAMPLE LOCATION AND NlR4;$ER "� FIELD DENSITY TEST IN PCF WATER CONTENT IN PERCENT X POCKET TORVANE SHEAR ACADINS IN 0/50.04. Kelly/5trjzerAssociates, DARTMOUTH STREET EXTENSION LOG OF TEST PIT TP— 4 FIGURE TIGARD, OREGON 6 June, 1986 0-664.01 �. imat 'P-1ine Staion 5iApprox00 Approximate Surface' Elevatiorj = +174 feet Stiff, dark gray; organic cl ' �ey SILT; S-1 blocky, friable (TOPSOIL SONE), 9 (3?} - - -�X28}� 02.0 2 —..- ---�- .gradational=--i ----�---�- 2,2 i �Mr-1 B-1 ` Very stiff, brows mottled rust and gray: ' 31} a 4,0 clayey SILT;.. tinp. �- __ _.�� �, -S �'--112,ipc (28} d=86i Opcf 4 - _.._ ——gradational 4.0 � m w�„_,- t -, ., 4 %3.5 Very stiff; brown, slightly clayey 'SILT to SILT; wet. .,v�.; �, a, ��r. , ,a, r� ,_, -4�. ; , ' , .. , e 2.5 ---- -�-'° -'-gradational = 5,3 30 ac 6 Medium dense#,brownp slightly, fine, sandy SILT to SILT; wet. t _�Mldational —7 6.6 Medium dense, grafi'► moitlid-rust,.,fi'n S-5^ ' sandy SILT,; wet, Bottom of Test Pit completed 5/28/86 Slight seepage below 41 feet,; estimated „>.! at approximately i gpm�R t 4 c ®m.a va._-u ay,u a a. ' a.a.® s:uu�,.0 + ..-+.ns.say:.:._ aa>eeo:� . aa•r,. �., . , .�.•,.aa I LEGEND N S- GRAB SAMPLE LOCATION AND NUMBER + POCKET PENETROMETER READING IN TSF ]IS- SHELBY TUBE SAMPLE LOCATION AND NUMBER -7- FIELD DENSITY TEST IN PCF s C i MATER CONTENT IN PERCENT X POCKET TORME SHEAR READING IN AC CH. LOG OF TEST' PIT TP—5 FIGURE Kelly/Stta�zaerAss�: DARTMOUTH STREET EXTENSION c ►,►�.rco,,.. s TIGARD, OREGON 7 .June, 1986 0-564.01 { Apprcximate-,P-line Station 15+50 j . . . Approximate Surface Eljvation = +177 feet 0 ' Stiff, brown, organic $ILT;'damP, trace clay, fine,rootsjand sand (TOPSOIL!70NE 0.5 .T._...,.g rtadati onal .......:_...... ; , '. 01.8 'Very stiff, brown mottled rust and gray, i ( slightly clayey= ILT; damp to wet, trace 03.2 2 l "find-sand',7" I .' S"4 _. 9 rada ti o4aj 6.0 ,,. Very'stiff, brown mottled ru;t and gray, SILT;_damp_, wet tracefine sand, ` 8 bottom of Test Pit completed 5,/28/86 (32) Trace of free water at �6 fee;. 1 i s,u a.; .a-ssuu u,ay„ ♦ . i s m�.,a�s a I a�sna � u►a,�.-v.,s�a (a .yam s�r. .y.rr . , LEGEND L S. GRAD SAMPLE LOCATION AND NUMBER POCKET PENETROMETER READING IN TSF ]IS- SHELBY TUBE SAMPLE LOCATION AND NUMBER -7- FIELD DENSITY TEST IN PCF WATER CONTENT 1N PERCENT X POCKET TORVANE SHEAR READING IN KG -CM. ` . DARTMOUTH STREET EXTENSION LOG OF TEST PIT TPS'Ery FIGURE 6t+e#lilr/5tr�zcrAs3oc»s. TIGARD, OREGON June, 1986 0-664.01 8 71 p ti App xa�na l it ..Fe 19! ;ti i Nr 0 ller� 'qft' aPf ,1 �{"d ria iic� - - - - - -, , r _14H Gly ;sitz _'�g I T ( ,Me�iM tSti f,I gr y 'p lie sit; T-7" - ,1 ,btVI , icl ey SI T, � IT M1 i t i .i�, ;t0. v it ff,�'b own'm t,tled cIa a SI T-.1 >~a t ;, i ° ' Ii 't trac fine Solid 177 1.6 �'H7Bot an•of and , der .c plot /3 Abu dant : f6 de ward I ; ! ! ' ! 1 4 -Fit t ' , , t• I , � � � tl , ii til : + pit chii � � i + "; {{{ IT Ir I En LEGEND S- GRAB SAMPLE LOCATION AND NUMBER IIS- SHELBY TUBE SAMPLE LOCATION AND NUMBER j WATER CONTENT IN PERCENT t �► POCKET PENETROMETER READING IN TSF -V— FIELD DENSITY TEST IN PCF X POCKET TORVANE SHEAR READING IN KG/SQ.CM. Mly/StmzerAssodates, DARTMOUTH STREET EXTENSION LOG OF HAND AUGER '-'-1 FIGURE Geoec,�crcau,.uncr TIGARD, OREGON 9 ' ( dune, 1986 0-664.01 Apt^ ; , qNflf,, If - .Soft to to um iff 1"!d'y�b Ol t# `� ,"i s1 tl' c I!LT� SILT -wet! ; 1-y'� -► 5, T' E t11 } ti- I 1 ' 1 � It'T 2 ' j ' Ino S ;�� Y j I f it lor" �yl we'tY ',. (34 (34 Boit m ;of� And A ger;f mp d 613 8,6;,+ � �� �� � �� � +-i ' ; ' L t j ITT Abu"" Ift"I rface to l ' it ► ,1 ; ; _ I , 1 , r.r T 114 LEGEND I 0 S- GRAB SAMPLE LOCATION AND NUMBER IIS- SHELBY TUBE SAMPLE LOCATION AND NUMBER ( MATER CONTENT IN PERCENT POCKET PENETROMETER READING IN TSF `7- FIELD DENSITY TEST IN PCF X POCKET TORYANE SHEAR READING IN KG/SQ.CM. r .r F DARTMOUTH STREET EXTENSION LOG OF HAND AUGER -r-2 FIGURE iGdi�//Simzcr�socbabcsr CcowdnV lCcratimns TIGAftD, CIREGON 10 June, 1986 0-664.01 ' 'APF!' aia �S - - _ Appr 'imat orf Ce -- 1 0 i , ;Stift r Oro 16 ls1 ]y , SI�.�'. .11;m op. N 46,1_11- I--T-F Mt-1- T -i-t-i_r t A I- -44 - ;$oft tq Mel,ium j- ► ;sl i g t�Y, FYey; 1011 �1 1 :i �:; i` 1i 2 1 1 1 S � ' 1 i -fir mat 'i edi r s�E l 4 4ti, 4.1 damD � . `" I , jt , YF ►, Aott m of and � e `( , 1 l° 1] 1 ,H 9 ! LEGEND i S- GRAB SAMPLE LOCATION AND NUMBER S- SHELBY TUBE SAMPLE LOCATION AND NUMBER II t { ) WATER CONTENT IN PERCENT POCKET PENETROMETER READING IN TSF -7- FIELD DENSITY TEST IN PCF ' X POCKET TORVANE SHEAR READING IN KG/SQ.CM. Kelly/StmzrAsst)Swesr DARTMOUTH STREET EXTENSION LOG OF HAND AUGER —.3 FIGURE TIGaRD, OREGON 1� June, 1986 0-664.01 135 ❑ STANDARD AASHO (AASHO T 99-70, ASTM 0 693-70) 181 MOOIFIED AASHO (AASHO T 180-70. ASTK 0 155770) 130 ❑ METHOD A — 4-INCH HOLD MATERIAL PASSING NO.4 SIEVE a METHDD 8 - 6-INCH MLD MATERIAL PASSING NO.4 SIEVE ❑ METHOD C - 4-INCH HOLD 125 MATERIAL PASSING 3/4-INCH SIEVE ❑ METHOD 0 - 6-RICH HOLD ( MATERIAL PASSING 3/4-INCH t 120 SIEVE r a+. � A SOIL CLASSIFICATION; 115 Brown mottled rust and {fray, slightly clayey SILT, i . trace of sand, 105 100 90 ; 85 0 5 10 15 20 25 30 35 WATER C ffENT (PERCENT) 'e r .R t-4 1 F COMPACTION TEST Kelly/StrazerAssocUtest DARTMOUTH STREET EXTENSION �*•+ s TIGARD, OREGON TP-4, 8-1 Jure, 1996 0-664.01 FIGA2 135 O STANDARD AASHO (AAW T 99-70, ASTH 0 698-70) M MODIFIED AASHO (AASHO T 180-70,ASTM 01557-70) 130 _ O METHOD A - 4-INCH BOLD MATERIAL PASSING 1O.4 SIEVE a NE-MD 8 - 6-INCH HOL0 MATERIAL PASSING N0.4 SIEYE 125 O MATERIAL PASSING PASSINGH3//4-INCH SIEVE O METHOD 0 - 6-INCH HOLD MATERIAL PASSING 3/4-INCH ( SIEVE 120 SOIL CLASSIFICATION: 115 Brown y, slightly�clayey tled uSILTst �,dtrace +� of fine sand. • 4 ( 110 105 00 1 , a 90 , 1 , 85 0 5 10 15 20 25 30 35 I� MATER CONTENT (PERCENT) /Straw/4issoctate DARTMiOUTH STREET ERTEN510N COMPACTION TEST ��rc« TP-6, 6-1 TIGARO, OREGON '3 June, 1586 0-664.01 FIG.13 70 t 60 T: - I. 7-77 vQ 40 ' : . 30rL-111,2Q - 10 XI 0 0 10 20 30 . . 40 so Go 70 ' . 80, 90 LIQUID LIMIT {{ BORINGSAMPLC WATURCONI ENT LIOUIBLIMIT PLASTICLIMIT PLASTICITY LIOUIDITY } NUMBER NUMBER U'S'C' IN PCRCCNT IN IN PIOUNT IIIINDEX INDEX i TP-2 BAG CL 42.0 49.8 28.4 21.4 ...... 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"�� . . '`, 4 moll a fm I ------------- kESILIENT ��Cii. r r . ���ilil�C■w■iw CV - — 1 'e + • tin.'*EI:, j; •,i L' MODULUSDARTMOUTH STREET EXTENSIONTEST RESULTSt .1 TIGARD, OREGON c9 0-664.01j 1 a 5 s t � y :} 2.r -,• L :.�j $ 1. + t l��d r iw f�J: j 1ya=- :a y` �ea Roams 0 LEGEND C■/■.ua/arr/.r.aiur�.r �i ■ Qsionams//Sin wassummus.r...//./r//■,�uman / monamonCrr.a/aa//a//aansomum�./ ./t/.ruir■a. mass ■//././//./.././/aaaarr A. + —man--- ///.uu■ as an salaam rtllkaasrraaru r�asarkrarcs//. i as . ■ ► ■ r�aar�/r was crura.+�r.aye.arrrrrrrr/arraaaaa. .ru/.. 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' t / �� ■I letNlaftw *IYf/ili�rl. ��*A rlilw~i/r�i/irbrbrl�ik�/i�li/� KUNIO ■ rM__�Irilirrktiikil rr wwnr•:1111"All Mawriifik9m I�iila rrr.rrm 11111rwrr �Ilr`•' Is rraM0iarrarra rrtlrkrr 'krrkr~ril >irrnrrrr. moo �• wliw fki11Ji1�Uiillikaill � Gs�!.wr�aaam a�r ry�mo/r~ �rlurl / maria _Oka rr pl�rrar4Ctt !`+�frlr�il lritr �rkirirrik irriiiurk ry� ■rwr irlarr 1 11 �irir9 all rl w ww ri. �•.1� '• h r .. .. ■�■1� rr � r• a /�rlw .. �1 MI�IIIkr`1■rlwk rr�r�1 4 � k:r,w■ it rrrrwrr ■w - kitirr.w w rr . rrrrrrrrCi�i �1.■` iris IW rtl. I �Mitl f�k arW .lrl Ilwil. fili� r rw r r r a n■ iia rrlrrrlso as islafnislaii it 0 ANON wk / arrikirrw all IN ! a wwr. • rr Ell/ awr" rar a �ar.airr ii/k■■ 4 'r a iiril wli MI �Mlawl11014 ik6 sea= liawllwrr y low Noam an s AESILIENT i� ,,}ft • .�ti's r • 1 • : :f.. l't.v f4 �t. 1 1 • i 1 • �y.,r, f 't MODULUS { . 1 / 1 t r RESULTSTEST TIGARD, OREGON FJune, Yi 0-664.01 , S a r .. d,,.c :... �.. e k,' .=..4.. ...-1 r:.T, .. _ "i.t. .. ..... ... :_..'j-.Sf. i . . _,•[1 '. i r' PAVEMENT SURFACE SIDEWALK �--------CRUSHED ROCK OR ON-SITE ! 6ASE ROCKSOIL IF REQUIRED FOR SUPPORT . OF SIDE WALK , PIT RUN N-SITE SOIL (61' Minimum) (if applicable) • DRAIN GRAVEL FILTER FABRIC • 2" Minimum i 6" Minimum • PERFORATED PIPE 3" Minimum i 1211 � . Minimum NOTES: I 1. Filter Fabric to be Flbertex 200 or equal. 2. Provide direct communication between base rock and subdrain. 3. Locate subdrain on uphill side of roadway. Place perforations down. Slope at minimum i percent to outlet. 4. Drain Gravel to be a crushed material with a gradation conforming to Oregon State "Standard Specifications for highway Construction" Section 703.02, Coarse Aggregate for Portland Cement Concrete (1"-No.4), 1 t Kelly/StrazmAssociabm ,DARTMOUTH:STREET EXTENSION FIGURE `'°�"' ( CkmaC°'"''AM TIGARD, OREGON SUBaRAIti DETAILS 19. l' June, 1986 0-664.01 A6PMA #S I)AKI Maith StaEt - - 1'*� Lo 1 0 i r I I l l t 111 111 1 1 1 I 1.1 1 1 1 1 1 1 1 1 III III]t 1 T �(� 1- 1 1 1 ! 1� j !-� 1 ! I � ! I III I � I 1 t I �('n�'Tl!'I'hl��'►�R'lll'I�:�'��II�II!I11'I�I�III�+I�P111►f1�1111+1+11111711111+1ullllllrl7'191111111+1+11'llllll,llltlfl" J � NOTE: IF THIS MICROFILNEc DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TFC ORIGINAL DRAWING. --.--_-_ - OC 6Z BZ LZ SZ SZ bZ CZ ZZ IZ�OZ 6t 81 LI 91 -St bI E1 _. ZI.- iff-6 6 _-9s b E -2 I t �NIItIi1�111111111�111111111111111,1111 _ 1 .U�111W111 'j .J MARCH _- _ o_ _ 1990 �� J y . _ _�_. -ori_ -_-__ �.._...:......��._-•+--.._ ...... �. _ ,. I ° I 1 '5► 01'� MERGER I.. r� - " COMBINED 1.00 PT ® I . PT.ON HWY 99 R/W LINE M ® � � � .' I' � 1� � ,--.- � 5/8"I.P.ON R/W UNED ,-,'."."3°�' i. 111,•. ..j _ ...."k (( n 3 G ! Q' F °"' PROJECT G` �yA A� STREET TIARo LOCATION L . I . D . AND C ��'' / -� OSHO R/W MON. �"` ;.•li•""� \ I ® I BONITA Tigard , Oregon Il [7 R-=500'500' '01" \ R ) T=217.40 - VICINITY MAP < L=41015 AI^I1 INDEX TO DRAWINGS P'Rp. 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 ( D=93°49'07" 8 PLAN & PROFILE, STA. 29+00 - END RT=534.46 9 STREET DETAILS L=818.72 10 DRAINAGE DETAILS 11 SANITARY SEWER AND WATER SYSTEM DETAILS 12 TRAFFIC CONTROL DETAILS 3 c I A W ~ 11.81.91 P.C. L R=477.465 112•CURVE) R-5 Q 4 0'19" rn R=500T=130.85 T-63.78 L=255.43 T Li } 12.38.2 yyy E W co e ` yti W /N W MON ON SECTION LINE Q ase c II I ¢ 24.7E SX 72ND 1.13 P.T. --�` 20-98.80 P.T. n 0 PT.ON SECTION LINE w r � N Z O �O 8=51.43'48'L N 24-72.81 P.T. R=200' \>4 OSHD MON. I T=96.96 8,E �- I L=180.57 _- 0 6� 1 I • \ 0 ' S 88.33'37"E __ ,�, 945.06' � 340.76' - S 88'33'37'E - ye S 883'37 E i 1 6 - O - 34.56.20 P.C. 22.38.22 P.I. 33.57.13 P.O.C. yp PT.ON SECTION INE / a N 34.03.1 P.I. b� om OSHD MON. S.E.CORNER EORGE O.D.Project C.I.P.Project G RICHARDSOND.L.C. ��yFDPRGFf DATE COMBINED DARTMOUTH LID AND CIP TIGARD, OREGON SHEET .S..Q Wright DESIGNER CITY OF TIGARD ' N 4 6 VICINITY MAP AND of engineering- 3a0 SN ea246 Blvtl RAW �� n O 1340 S.p 11th wzle ^E•� 9 �� 503i2aG x293 DRAFTSMAN � 13125 S.W.HALL BLVD. w� Cy p A' �+ consuming engineers GCD CfTYOF TIO14� TIGARD, OREGON 97223 I IV DE X T® R A I NI S A.VA REVIEWER WASHINGION COUNTY.OREGON PHONE(503)639-4171 DRAWING NUMBER 4 \ KT No. REVISION DATE 8Y 786-12 ' �Irlgr gllrp gIP1r q,Igl gIIIP rlllrp glll(r I�I mlm 111111111 IT II r)III 1111111 Illlllf rllllll 111(ryr gIIIU 4111(1 Tlrllp,p1,,I III III II111111.1,III III Iln - I I I 1 I I 1 1 I I IIr�11 1I 1 T ,TE: IF Tx IS NIMFIMD 2 3 4 5 8 7 8 9 0 11 1 DRAIII,G IS LE85 IXEAR THAX Txls xOTIM IT Is DDE ro TE WALITY OF T,E ORIGINAL DRAYiNG. OE 82 Be t2 92-- S2 s2 E2 22---12 OZ 61 al 1. II_1 91 SI '*11 CI 1 Z'I II 01 8 a [ 9 S 6 E 2 _1r_+W ,mIIBILDIIOIIIxuI Ilwrlunllu1l9II111II10IN�ylj(BW1IItIII,WyIIW�IIOtlBOIUIIwro80�19111{M1119108w01r1u nGI1nllrwllmlR I I Ilrruhad lurlDIRIdw IRn6lnllullllulRR11u00911ii1 -- - ---- MARFCH 1990 - 'i I I / I / I � u LEFT CURB @ k I � I 3 TRANSITION CURVE �I d I I I Q o=le _�. e R 665.03' . II I I CURB ING I T 105.33' E d L=209.92' t, :. _ x a T I b I c� II M 4 F.:: m / P u II II 3 it ��� — NEW C J � II -- •� s i — 5 O I Lo E),S[STING 4 :'i / / 12 aLP I. / / M C \ N 1 __ —r f I \x \ M �. ® I II REMOVE 3 I \ V \� \ �� \"I n \ a :± EXISTING d o\ o EX�UTRj I 8' 7',' - \ — - \ CL M MENT ��' _ W :' I FRE HYORANT ` / / 7 1 1 Z 78TH AVENUE I RELOCATE n 12"TEE I FIRE HYDRANT ""*' - \ 12:: NATER LINE 0 � 1 /Z� a I'O ' V I °' � �/ f z \ \ � I 11 I 47 r [ ." \"F° —I II ii AFIRE�1YORANT 3 E VIEMENTAC � �STA.2.50 n i IE OUT 20913 M .. $. .1 / �\ I I '.?�SW.H12 z RIM 210.93 ///�\ Il I II a m 1 :.u' / x II �j I a ic a I I SCHEDULE x ` -w x t- Scale 1'=20° I II IDULE \ y - I C i �' .. : .. .. :- ... .. --- --_----_.__'_---_— —_.--_—__—_— --. -- _--_ __—___ J .. .. .... ... .. .. ... .I.,. .. ... ... .. .... :. . ...... 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I. ..;.: ....:.. ........ ....:.... - - .... .:... ...:.... ...:....... ...... .....i....... . 7 ........ ............... .......... .. ,::.. .y... ..,U ........ ....:.. ...:.. ..... .00227... -_ ...... ..:.. ..... .. .. ..:. ..,.. ..:....... ... . . - :-U 0300FULI SUPERLEFT Q ............'... !... .. .... ....:..L:... .. .. ... .....i... 30. ... . ... . ......... y.. - :.... :...... .. ........._ J - : .... 40: F ......_.._....... _._._:__... 1._-_...__ _ . .. .....: .. . ... _.-.:._ ----_-- _-- ----.; 3i-- '....-- --- .-- ---- - --- - --------3 --S J.P EL. ►fl .IQ.1N._fFF 1N IT �1 33 '-:::. :... ,--,- ........... S -�- - ---- = 34 _ - - --- -; ---- ----- - ----- gPROFf�Q�� DATE OMBINED DARTMOUTH LID AND GIP TIGARD tEGON SHEET _ - - . _.. - - __,._ . __ . . S� CsslNeev/ IR.A.Wright CITY OF TIGARD.' �, DESIGNER ` ,340&W Bertha 61,4 RAW - OF engineering° Ponlaa46--,BmB 13125 S.W.HALL BLVD. ! PLAN .AID PROFILE .OR ' G ' ns = SD3,Ya6..Ye3 DRAFTSMAN C11YOFii0ARD R- .. 29#00 TO END TIGARD, OREGON 97223 iE c .a consultinga lnesrs GCD DRAWING NUMBER BETA.wR1 REVIEWER VASHINGMNCOUS .OREGON PHONE(503)639-4171 -' i KT - No. REVISION DATE BY 786 '42. �«M.e.�, ` .- - ____ .x.1., I - .'•.:.. --• -. ...,:_ ,1.FI i l l l 1 .I I I I 1 1 1 1 1 1 1 1 I l t IT1ai nln I I 1111-19111 l I I I n I 1.,II 111 11 1 I 1,1 1 r r 41 1 � _ -.� .-.- 1 I � I � � I l I I I I � 11 I I I 1!!'I I 1 1 111!11!1111r111111111111PP111r{111 ,}....-..-.,._«�.T.:= -:..� - 1a)TE: IF lrtss HlcwrtuEG 2 9 4 5 6 7 8 9 0 11 1 Gerylw IS 1ESS CMAR T M ' THI3 KT M.IT IS Cue M x - T QIMLITY CF TIE MIGIWIL OR 1w. _ .._.__ __ ____-.__ OC 62 62 L2 S2 52 VZ C2 22 12 02 1���et�����0'I11,,'1 LIII� D1I����,,�'����S�III���,"II�� CII ZI 11 01 6 B L 9 S 0 C Z''I__�JII����'' 11111...I....I....I....I....I..11111111111t111Id1111111111Wj�wpup"!BIW;Iardw1IWIUdwAw DU1mi6HIIIW IJ... 1111 a - 1. __ --- -- - _ MARCH 1 7';,1990 i .VARIES -17A* R/V/ ' M N -FmuC. cope •' R R/vV • A.C. 'z Iz 70 I 5 $19' 6A.L.S—FILL \ L g Je $• b� VARIES, 22'TYP. VARIES,22'TYP B• 5' ° o H \ •\ \\ EKISTING GROUNDEXPANSIONPJOINTS \6"x fi'10 GA.MESH \\ / Ir VARIES 4.8 BASE 1?ocK \ JOINTS I"LIP \\ n.. 9 0�.22 • \ / �1 CURB AND GUTTER ✓/ 3G¢AOE .� n' q �' I„ . s 5' IS 0.03D0 41 4;n A s' 0022 <� 0,600 NOTE REINFORCING MESH r SEE STREET w DRIVEWAY APPROACH I - Imn• ' REQUIRED FOR COMMERCIAL I plpe(]/A•[p.x 30-1 DRIVEWAYS ONLY STRUC7 UURAL Il(( or im,and S LI .OSA.%]0•I eM cap vLN L.S.avp�eua / FRI O.R.5 uN.S end Prvazh mark Far R / . (21 I<I aad O.R.S.92.060 209.250 lal -- VARIER i TYPE A MONUMENT BOX INSTALLATION CROSS-SECTION SUPER ELEVATED STREET a N COMPARED ASPIULT GIF ~ CIFECTEO RAS ' dCOr•c. S/B'•10 GAIYANIZEO 30 H0. BYENGINEER ---- MACHINE BOLTS/WASHERSSLOPE �� PER FOOT 1'=10'HORIZ. r 4.0.060 r MIM.1•LIP 1' =2'VERT. TYPE A MONUMENT BOX _.�6-I� EXISTING ASPHALT DwVEwar IZ"MA% OR OPGINALAOROUN� j z+14-I o Ga MEEH I I{L i - ABOIE BASE �S.A�EEM R/W q/W z 70' CD i 5 n r DRIVEWAY APPROACH SECTION A-A, s 6 VARIES, 22'TYP. VARIES, 22'TYP a' s' I I GROUND UNEEXISTi t •i I ---- -,� I - I2'-0•L.C. �I 1 c ?n I N?TE 51G'EWALK KAMP �vAREl / Ir &ROUND RETURNS 2 0.0�, SEE vROF1IEs VnRIEs 00227 ozzT �J LJ z TTFE B NQINTU`L'1 -.l rlf D< �/ CURB AND curtEx STREET BARRICADE r (COQ r, / I SEE SrYEET 4�[�,•tT• NOTE RAILS S. POSTS NTED PAIACK WITH WHITE RED DRAIN3"I.D.PLASTIC OUT �g EMBANIO'1ENT STRUCTURAL STRIPES. POSTS TO BE PAINTED WHITE wliH 3"I.p,R.ASTIC SECTION F1<TTi� STREETFWIDTX /PIPE w/CDUPLING / L-.r PORT10ry IN GROUND TREATED. 6" / FCLcA6MLNUF RActu Eo CROSS-SECTION ' $(UNbNMETAL CpMFN.p( BATTER _ _ i TYPICAL STREET I=:�� 02 APPROJED FlyJPL; �+ 30Fmr N5414T ROAD -� 1 A 1R _�Tf,--• �G01•lL. 1'=10'HORIZ. 1' =2'VERT. I4,eouAReCO!_tz6TEtriNF2 F�F�RIN&T- - SIDEWALK RAMP ?F. F&P cbrhr IN ECIAL AND COvEI2 . WITH�CY7TINCI Atz-voz 20..E 14TTN QAW. R7 mr..vir 1�Zp � BASE COURSE I •6 y'o z TI•vIry FWfSNcD 12NTOPOF FGJNGI4TION 4RADE za" i l _ 2",CLA55 'G" ASPHALT CONCRETE 2",CLASS 'G' ASPHALT CONCRETE 51L"':WAtJc CURB AND GUTTER 3" CLA55 "B" ASPHALT CONCR2 E7E 3,,CLASS "B" gSPHALT CONCRETE BG T,3/4"-0' LEVELING ROCK BT 3/4' IIII CA 10,' II/2 -O' LEVELING ROCK 04-0' BASE ROCK -._- . b' I YZ-0" BASE ROCK ----- 2^PVC I Ah 7{LYJIRED -_ = 2 FO7f VAW-TSz Cc(�;r_IN-PLACE - 5/8"x8b"G7LEJhlD CIX _r_-m FCOr7I�YJ IBS "-O"SUBGRADE STABILIZATION WiTFR1AL CLAW AN9 4�• � Is DIM1E'tFjZ Ahl^FT;R 4 4"-O"SUMP-ADE STABILIZATION MATOUAL COPPER WI2E ECLT6 lkleE�D 401 NOTE SUBGRADE STABILIZATION 514ALL MW NRB CCUME BE USED TO STABILIZE SUBBASE, �:;� 3/4°MINLVjRU b(4 RACEei) IF NEEDED. PLACE AS DIRE:_E BY ENGINEER. G71Yo4}cD — HIGH STRENGTH FILTER FABRIC ON SUBGRADE RCCK _ NATtvE STREET STRUCTURAL SECTION TYPICAL STREET STRUCTURAL SECTION t A � STA. 25+00 TO STA. 33+50 LIGHT POLE AND FIXTURE DATE COMBINED DARTMOUTH LID AND CIP S�cgF91PAGfE 4/16/8e TIGARD, R.A.Wri ht RAW CITY OF TIGARD OREGON SHEET DESIGNER UL OF 2C e S FOk z1 ' ri C P IInd.0,g,,97219 STREET DETAILS 129 . ti engineering_ SD3,2a6a293 DRAFTSMAN 13125 S.W.HALL BLVD. consulting engineers BJW C��n�14� TIGARD, OREGON 97223 }.' B�/A•WRQ REVIEWER W/SHPIGTONCOUNTY OReDON PHONE, O E(503)639-4171 3 4 17 1 DRAWING NUMBER No. REVISIONDATE BY 786-12 I I A i l l l l l l 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 7 11 i l 1 1 1 1 1—",.a.,..>...Q..."• °"mom•• .� _ ._.__ .- rl I I III IIP 1 I I I I I I ( -• I I I I I ( I I I I 1'�Imin 11(I I I(tl�I I I I 1 I 1 I III(tII111I iI fI111I1111111III lIIIt I11111I1I1(II II IIIII'II IIIIIIINIIIIIIIIIIIFI111I1 .. NOTE: IF THIS MICROFIUED 2 3 4 5 6 7 B 9 r{0 I I I ORWING IS Is CLEAR THAN THIS NOTICE.IT IS DUE TO TIE QUALITY OF THE ORIGINAL G"I1G. _ _ OE 62 B2 LZ 9tZ SZ P2 E2 2Z I2 O�IZB1t BIILII''1 911SIf��I��b'l EII Z1I 1 II 01 6 G L 9 S 0 E Z''I 1••••' 4 r ,HIIIIIIIIIIIIIIIIIIIIII 1 INIIIIIIIIIIIIIIIIIIINIIIIIIIN� II%MIYMYIIIIWWID�IB61y}IJrpyDDylyppD�ryIII611WINpLtl6LL Ip yy� " -- - -- MARCH 17 .,1990 MANHOLE FRAME 2'-2U" z'-33b' e COVER As MANHOLE FRAME ///FINISHED GRADE ✓I•TAPER LINE TAPER LINE�I SPECIFIED _-_-�FINISH GRADE AND COVER AS -- / I I I TOP OF CURB 11 SET FRAME __ SPECIFIED L// TOP OF C.B.FRAME IN MORTAR CONCRETE ORADE RINDS INSTALL -- .•�[+ As REOUelEO TD BFONO MANHOLE SET FRAME CONCRETE GRADE RINGS-INSTALL ^ 'r' IN MORTAR AS REQUIRE TO BRING MANHOLE '•A J' N FRAME TO EIGHT OF RI �^ 'F 2'-I• r4' MAIC HEIGHT OF RINGS. FRAME TO DESIGN GRADE. MAX.HEIGHT OF RINGS-I'4° 2a' -�ECCENTRIC PRECAST CONE ^ = , SECTION A—A ECCENTRIC PRECAST CONE PREFORMED KEYLOCK JOINT �12� PLASTIC _ T GASKET 48 sm.PRECAST MANHOLE SECTON PREFORMED:'} KEYLDCN JOINT 1 TAPER LINE ry PLASTIC 48'I (20 BARS)yZ.2"i 2'-II/2 I I I _ TOP OF C.B. FRAME STEPS - 21/2-'H F� 21ft"�1 I•-� FINISH GRADE ' GASKET ^ I2'MAX, GRAVITY SEWER FRAME AND GRATE .p. % -! INLET PIPE 'L,.• STANDARD MANHOLE ��� j• - I RISER 12 ' MORTAR - WMPACTED GRANULAR .Q STEPS °t B j.- S o .. .op.-O,.D•"y BACKFILL UNDER PES SECTION B-B 1 f MAKE SURFAE SMOOTH 3"/ft.SLOPE s'-0- t B FORM GROOVED c'a0":.. E� 3'-334 A 1%ft.SLOPE / '.. e O�.Q 8 INVERT TO DIRECTION MORTAR TOP OF CURS K 2-3/1 _ • �.Q,"0f1V OF FLOW I`2' 9 i EXPANSION JOINT m EXPANSION JOINT - t"'T' l`- `UNDISTURBED EARTH 'Q '• ' WHEx gEW_ER ENTERS ABOVE BOTTOM OF MM,FORM Aa POURED OR PRECAST ,IJ' '.'�A:4 ,•. ~ .'o FILLET OF GROUT ORCONC.BASE,ROUND '..'A 4"CONCRETE ---- CONC. AS INDICATED 5 OR SQUARE AT ISI �q _ �4. " DRAIN TILE A '-- -- p i ��o �^• ��A 12"LATE COMPACTED DIA. d I JP�O�6 CONTRACTORS OPf1QV 6" �,�, 3UBGRAD' 1 Y ® ' - G a GRAVEL MIN. �P �'Ad 1 _ L ...•.••.: PLUG STANDARD MANHOLE TYPE A 6"MIN. ;:'.-':E p ;:. TAPER FOR PIPES SMALLER THAN 24' LINE oG:�12"LAYER OF r '. - COMPACTEDGRAVEL 'J a I A �Id'STUBOUT {' STANDARD MANHOLE TYPE B f 1.1.1.�. 3i;MINUS GflAVEL 6 ��� BJ.1.1.1.1.i.�.�.�.J.l 1.�.�: .1.:PER.'� B OR CRUSHED ROCK TALINE FOR PIPES 24'TO 3 G ,6' SECTION A—A SECTION B—B OVERSIZED CATCH� BASIN CATCH BASIN PAVEMENT TAPER 1 WASHINGTON COUNTY OVERSIZED WROUGHT IRON OR WELDED STEEL FRAME AND GRATES PF�GDA�EL i0 '4 5 1341 B' 2 CURD 1)CONCRETE TO BE 3000 P.S.I. YA®14' EM1a MEIJT 2)EXTERIOR WALLS MAY BE POURED 'IjlV, e NEAT AGAINST THE EXCAVATED � Y4®IE' SLOPE -- — 3)ALL BACKFILL AREAS SHALL BE I IN THE MINIMUM DIMENSION AND I / M.P. A COMPACTED TO 95%DENSITY. _ � oD m :=oo � vz'QN.v41BE i J LL PIE W or. FSUBDRAIN SYSTEM DETAIL B.� GOLD JOINT OR w WELDED IDA TOP KNIFE JOINT J ^I t 2 z'kSah4A�A" _ (iLLVONIZED G" SECTION A—A PIPE LLF_woz FRAVG �" ZONE 3/4"MINUS 215Q(•,t;)J[•5L 1-0� AND COJEI2 m�'. J _ CRUSHED ROCK _ wrtN 4,U¢°AtF° a m' y�� vr,la wLmrnrm a Il AN;Fbl2•B0.'Ab.R2QJE'LT �,.d (A" RL <^a'4° 4' BASE ANIY.RCLTTPND L N4' I -- I�WT L41:LA=-'-Z —_._ WSLT V AP.OJB O AB 3'-0" o^vap -- Ft'12 F=wa LtGAM PIPE Rlri MI �0°0 2o•e.cR A01Y6T MEN-Tri. SUBGRADE STABILIZATION(AS NECESSARY) PPEo.p+P <oZ �M�ONG9 USOIRBE� DEBRIS RACK �d 6"WALLS TYPICAL 6 TRENCH WIDTH LA M AT TOP OF PIPE MINIMUM—PIPE LD+IS" t. I ' fd'-4r9�2F�T F. TRENCH AND BACKFILL CA•P�RFL7A'II:D— miw rim END fdcfdX0l4YE SECTION A A SECTION B-B a L SUBDRAIN SYSTEM CLEANOUT TIGARD STANDARD INLET MANHOLE PLAN jo CONCRETE INLET STRUCTURE 30" STORM DRAIN DATE E COMBINED DARTMOUTH LiD AND CIP TIGARD, OREGON SHEET PR OfF arlarsaQv �Sw��,NB fog DESIGNER CITY OF TIGARD OF o f�.A.Wright aa0 svJ Senna BI RAW G en ineerin U PP,Daeq.O,egon 9T,9 13125'8.W.HALL BLVD. q g g- 5w2afia293 DRAFTSMAN TIGARD OREGON 97223 DRAINAGE DETAILS N� 12 z 10 i <,I..." ooneulEEng engineers BJW �17v�C w ' wl 1 yr TI�i'�RD DRAWING NUMBER REVIEWER vJASHPJGioHLZ%1JIY.OIEGON PHONE(503)639-4171 ISI KT. No. REVISION DATE BY 786-12 1911111 NI I)I)I)I I)I)I)I IIIfI II 1)11111 I)I II)1 11111 fl I ITP rP qI 111 I T91111111111111111119 I I I I I I R1TT I f I I I I(nnIIIp1UEIl Ii IIIIIg1Ig111P1!IIIqIIVll9nll lllpllllllp 11 Ull P1111IH IIT WTE: IF THIS MICROFILMED 2 3 4 _ 5 6 7 8 9 �F0 111 1 URANIM IS LESS CLEAR THIN ' THIS NOTICE.IT IS DIE TD - THE QUALITY OF RE ORIGINAL DPAKIN;. -Of 62 9Z L2 92 52 PZ S2 ZZ IZ '0''"'�'2''''''''�'"'''''6'1�'1' BI /1 91 Sir bl EI 21 II 01 6 G L 9 S b E Z I'�'� ...hadnnI I Iu juld IlImIunllNllxyliYI�WI1111Lntlnldlgllm IIIMrywywll A yf11D11bILLIW11711tI ItldBB�IIIRUIIwInnIImLRIIIH11,nJNGImInul I I hI InDIGnII ILNIIunLNllnnLn�nnlm�uWBBIWIIIm MARCH _ _�_1 ' 7 '1990 I . i MANHOLE FRAME 6 COVER A9 MANHOLE FRAME t ePECIFIED -- /•FINISH GRADE R COVER A9 SET FRAME --- _- .! SPECIFIED - FINISH GRACE _ IM NOflTAfl CONCRETE SN RECURRED To DE SE IN FIR MENORTAR -- --- BUILDING SEWER PIPE,912£A9 SPTiOFm b/Y MINS INSTALL �� FRAME 10 DESIGN BRING YANXOLE CONCRETE GRADE RINGS INSTALL GRADE. AS REQUIRED TO BRING MANHOLE C4' MAIL HEIGHT FRAME TO DESIGN GRADE OF RINGS T4' MAX HEGHT OF FUN04E FTITNOECCENTRIC PgEG9T CONE , - ANT FABRICATE ON SEWERS�' IAND SMALLER FIELD TAP RIC PRECAST CONE II Ill D FAePotaTE TEE FlT71N0_ EXISTNO SEWERS ANDPREFORMED NEYLOCK JOINT PLASTIC !OPTIONAL) \ \ , / W SEWERS LARGER THAN Ie�GASKET 48" STD.PRECAST MW HOLE SECTION PLASTIC EWIN STEPS GASKET 48" STDPFECJST MANHOLE SECTION LATERAL STEPS 12"MAX ORAVITY SEWER PLAN GROUND dPINT�WHIITTE INLET PIPE GRAVITY SEWER v*wA xou BUAFACE ALL AROUND 6 p,• ISLET PIPE ecuixR ALi AAAuxe , PIPE <.:. ZONE y4,MINUS 'y5)- CRUSHED ROCK MORTAR - COMPACTED GRANULAR _�H,A MINIMUM SLOPE KOR MARKER. '/ %.' BACKFILL UNDER PGL ONE PIPE 4 .� B" PIP 1 o E ao FOR 0. tL °al° XI MCITI UT .1 �',.' FLE BLE LE � UTILITY o4 4' BAS^ MAKE SURFACE SMOOTH 0•?,:.o' CONNECTOR FOR ALL 4"PIPE.Q020,N GRADE OR \ Dop:'O'�0,„sy A FORM GROOVED , %'' O R PIPE CONNECTIONS 6PECW.GSE9 YOTM O°J I E 2 .%" ••D- ej APPROVAL OF ENGINEER BETTER,FULL Qeo 0 I%ff.SLOPE ��' /".� 'e?Q:O b' INVERT TO DIRECTION COMPACTED GRANULAR DEPTH OF qo0 • I'/FT. - BACKFILL UNDER PIPE r SLOPE MAY RE REDUCED TAENCHI NO STGRADE STABILIZATION ,QIOf FLOW �� SLOPE .I.° ' 1 - r0 00060 FDR 6'AND uND19TURBED EARTH \ PRECAST BASE SECTION ¢OIG FOR s'PIPE hSPt10ES UNDISTURBED / 4"CRUSHED ROCK 'AL F WHEN SEWER ENTERS ABOVE N MA E SURFACE sMOOTH B FORM - _ VARIES 20°TO 80° ' , SOIL J pp BOTTOM E MX, FORM A GROOVED INVERT TO DIRECTION SLOPE ' PLUG 6" ,,•0' FILLET OF OROUT OR y •,• OF FLOW _ TRENCH WIDTH ,•: o,'•'- •'•''�J,- CONC. A4 IN)ICATED ° - AT TOP OF PIPE L _ 2x4 BLOCKING ,U hyV yy� •qq''•I WHEN SEWER ENTERS ABOVE - TO UNDISTURBED MINIMUM-PIPE LD+18" ,, u v •.o I 12"LAYER COMPACTED •., 1_0- BOTTOM OF MH,FORM A FILLET A FVt N• PLdNT FABRICATED EARTH MAXIMUM-1.5 PIPE ID.418" ,1` T b:'. OF GROVT OR CONC.AS SHOWN PLA REND IC ED KENO bQ1p OR 40;WHICHEVER 'e'�•''�'"-' '" r":-c4 GRAVEL °Sb 'I MANHOLE FRAME& COVER eUPPo/8 TEE WITH IS GREATER ' • '. UNDISTURBED EARTH 12'LAYER COMPACTED GRAVEL BEDDING GRAVEL STANDARD MANHOLE ELEVATION TRENCH AND BACKFILL TYPE A STANDARD MANHOLE WITH PRECAST BASE - TYPE A BUILDING SEWER CONNECTION EACH AREA IS 1/7 OF i TABULATED TOTAL AREA F ,!T.y77 I/1- ACEfLTFOGB OYER of BOLrs TEE PLUGGED CROSS E PLUG OR CAP .Al ���'/ "4' i�h:' _ - - �• I CAST IRON BOX COVER WITH WORD-WATER"CAST IN 3 BEND PLUGGED CROSS A2 TEE° TOP SURFACE FINISHED GRADE NOTES: - I. CONCRETE THRUST BLOCKING Tp BE POURED AGAINST UNDISTURBED EARTH. HAND TAMP BACKFILL L 2. KEEP CONCRETE CLEAR OF 1OINT ANO 1CCESSORI ES. AROUND TOP SECTION�'`°° "e ;ROVIDE I.S FT.x I.S FT.J. THE REQUIRE THRUST BEARING AR B:. 4 IN.THICK CONCRETE FIRE HYDRANT I / ENCIRCLED OXT S FOR SPECIAL CONNECTIQNS AAE SNOWX PAD IF SPECIFIED OO THE PLANS; e,C. IS INDICATES IS SOVARE FEET BE INS I \ AREA REOUIREO. 4, IF NDT_9__9 OH CLANS P,LO DUl RED SELLING KGEAS AT FiTTINo SHALL BE AS 6°MIN. 61/4°ID.x 15°LONG PRESSURE(S)EAND ALLOWABLE SOI LE6EARING STRESS(ES)CESSARY. TO NSTATEDTO EINEST THE 12 MAX CAST IRON TOP SECTION IINDICATMRS OR SPECIAL SPECIFICATIONS. I ¢.RB AND.GUTTER S. BEAR I N6 AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECE- /\/, I FINISHED GRADE DENCE DYER BEARING AREAS AND BLOCKING DETAILS SNONN ON THIS STANDARD DETAIL. 6 D.D. 12 GAUGE STEEL PIPE \ 3"MIN. - EXTENSION SECTION. BEARING AREA OF THRUST BLOCKS IN S0.FT. LENGTH AS REQUIRED. TEE,WYE, 90°BEND TEE 2-3/4"THRUST •? 1. VALVE eox FITTING PLUG OR PLUGGED PLUGGED NODS NAY BE SUB- SIIE CAP CROSS ON RUN /S°BEND 21Y,°BENQ 11�'aEXO BUTTERFLY VALVE / STITUTED FOR AI 2 ENDS AS SPECIFIED GONG nIRUSf THRUST BLDCKR c0N¢T1NitI5T BLOCK .9 1.0 _ _ BLOCK REWI 4 1./ BEARING /.3 3.0 1.6 I.D _ B 3.8 5.3 7.6 5-/ 2.I B¢ 10 5.9 B./ 11.8 6.1 17 B.5 12.0 17.0 12.0 it 11.5 16.7 27.0 1fi-7 8.9 1.8 I6 15.0 21.3 30.0 21.3 11.8 fi.0 2.7 GEAR OPERATOR o 0 o A lA 19. 17.0 3A.0127.0 3'O 0 II.6 7.6 3.6 ! � �G • u VARIES c 20 23.5 33.3 I7.D 73.3 18.1 9./ 1_7 Qee'o v 4° bio � oeo 0 NOTE: 21 31.0 16.0 68.0/B-0 26.2 19.6 6-B `6'FL x N1 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p,s-i.ANO AN ALLONABLE SOIL BEARING GATE VALVE Pax LINE TEE STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST LONG BLOCK YIN b a.Fi musg6o RacK MAIN LINE PRESSURES AND SOIL SEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA=(TEST AROUND BASE FOR DRAINAGE iIANGED - PRESSURE/I50)K(200p/SDIL BEARING STRESS)A(TAOLE YALVE), THRUST BLOCKING DETAILS BUTTERFLY VALVE FIRE HYDRANT ASSEMBLY OnrE a/Taiaa COMBINED DARTMOUTH LID AND CiP TIGARD, OREGON SHEET �FgE9 PROffp \S NGINBF s� CITY OF TIGARD of ,4 G I�.A.wrigh� DESIGNER SANITARY SEWER AND i1 (KO en ineeri n 340 Ow Berina BI°d RAWj;j �� O Portland Ore0on 9]219 QR �, 9 �� 50312464293 DRAFTSMAN 13125 S.W. HALL BLVD. 10 n„IA."° aonsiulrangangineers BJW Cl�OFn�ARD TIGARD, OREGON 97223 WATER SYSTEM DETAILS 6ArPt A•WBAGa\ REVIEWER WASIRraGloN collNn'r,oRLcoFI PHONE(503)639-4171 DRAWING NUMBER KT No. REVISION DATE BY 786-12 IIIpPI1PIgIlIp(gIIIPIgIIIPllilll]II IPI 111pr11,T1fTf1 mlm 1111111 IITff) ql qI III 111 Itf TII 1 11 Ip Ip IJillp JII 1111111111111 I,y11 1 III.It.[.L I IIpp'111: y _ 2 3 4 I It q l 6 I 1 1 1111111(' L e l 19 IfDI I I I lilt 1111 NOTE: IF TX LS KIOWF11HE0 - THIS MI I6 USSIT CLEAR TION THIS NOTICE.IT I6 DBE TO THE WALITY OF THE GBIGINAL DRAYIND• OE 62 92 L2 92 52 42 EZ 22 ia �O�IZ,1 61� III _-���_L�I'..1 91 Sl' I1 I���EI 211 11 01 . 61 B L G S Ir E 2 �I_1 mdnul1ud111dINdN11ug11NldlldmdnulMlllu�Y4HYQI�NMRiLIIQDDXDlIV1UIIDR�N RIII11�11NNNNIINLIIIDINIGIIUWIIII�nlldnlJ1111h1IIlIlI 11uRIR d01dD JIRd RIL1dualwalB 24 x MARCH T ;11990 3-0" �- 10-0 12"WHITE LINE 2 3 n .y O ry:o _o W. 2'_3" :C, m m O ry 2 - P `DI _ WHITE LINE! / P - 4"YEL OW - LINES 8"WHITE LINE iV I O a ..- 2_6. I-0• I'-5' ''-0" I'-5" i-d Z 6, a e"4'S'd e' ,5. I.3„ 5' 8 0 3 10 5 6 + PAVEMENT MARKING PAVEMENT MARKING. PAVEMENT MARKING "ONLY" PAVEMENT MARKING CROSSWALK STRIPING STOP BAR STRIPING "LEFT TURN" ARROW "THRU" ARROW "RIGHT TURN" ARROW FACE OF CURB • I� IS' 15� 4"YELLOW LINES FACE OF CURB =r CENTER LANE MARKING PLAN A A 8 B l A REFLECTOR FACE NON-REFLECTIVE REFLECTIVE BUTTON POLYESTER BUTTON A� 4' SECTION A-A SECTION B-B LANE MARKERS DATE OPROff 4/18188 COMBINED DARTMOUTH LIC AND CIP TIGARD, OREGON SHEET R.A.Wri 09t DESIGNER } J CITY OF TIGARD en ineerin 34DSW8erma9lvE RAW TRAFFIC CONTROL rO of 112 Pom d oreeoI,9n,9 TI 9 9C 503/246x293 DRAFTSMAN 13125 S.W.HALL BLVD. O DETAILS 0 e� consulting engineers BJW TIGARD, OREGON 97223 N 1L icff O &RD A•wR REwEwER ww o--,mN coulm,ow"- PHONE(503)639-4171 KT DRAWING NUMBER I No. REVISION DATE BY 786-12 111111 1111111 III III 11 111 1 i i 1 1 1fJill].1 1 I 1 I 1Jflrgn�mlmpllPul'ITjOglll�Il'Ig111111i111111I111111f111111UllllllllllilllP141IgII41IqIfIp IgIIIpIIpIq,Iq II1111Y OTE: IF THIS MICRIFIIMED -2 3 4 5 6 7 6 D D it I ORAMI.IS LESS CLEAR THAN ' THIS NOTICE,IT IS WE TO THE QI ITY OF IIE ORIGINAL _ _ _ _ Of 82 82 42 92 S2 f2 EZ L2 IZ OZ 81 DI 11- 91 _S1f4J1 fl 21 II OI 8 D L D S Y E 2 ''',124X _^'"1" wlluulunlunL IIHMIMIIIuullullNNlnuIUDdUyI mIJ �iw" Ig1111Y�Y 1 !n' "I✓LyI1�lUtIW1o�1�NIIM1 DBy�1118 r _ MARCH 1_ 7, ',,1990 W CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 4 1988 DATE SUBMITTED, April it 28, 1988 _ ISSUE/AGENDA TITLE: ZCA 88-04 Tighe PREVIOUS ACTION: Non PREPARED BY: John Acker DEPT !-LEAD OKo; 444 CITY ADMIN OK REQVESIED BY: Glen and Shirley Tirahe POLICY ISSUE Should the City Council forward to the Portland Metropolitan Area Local Government Boundary Commission a ,35 acra annexation of land locata�d at 14230 SW 117th Avenue. � .,�..._,•-„----------_.-�^�� INFORMATION SUMMARY Tho prop-arty is a single lot developed with a singlo-family residence that, is contiguous to the City of Tigard, Glen and Shirley Tighe, who own the subjact proparty, requested annexation when thoir 0optic system foilod with the only hang-corm ramody being connection to sower which is in the City, Docause the situation waa» urtlent, William Monohaar►, than Community Devolopmant Director, allowed the Tighes' to connect to sewer aftar the Annexation roquout was filed and call fops ware paid, The roquo4t waas filed and funs worn► paid on Fabruaary 1, 1986, The sewor permit was isxuad on rabrury 2, 1988, The Tighes, bQcausa of financial hardship, h+avo rvquastod a refund of Annox±ation feel, AD qu AI TCRNATTVES FONSTOWD 1, Adopt the attaachod raatulution and ordinonco to forward the annexaat:ion to the Boundary Commission arid asaaign plan u►nd xono dosign,atiuns to tho proporty in conformance with the Comprehonsivo Plan. 21 Dany Via propytal, Tho applicant has paid a $90 Boundary Commission feta for an annexation of 1 nacre or bass plug as City zone change fee at $520 for as cane thaangta of last t,haan 10 aacrou. If the applicant's roquest for a foo refund is granted, the $520 City fee would be refunded to the aappiic+ant. ,oGESTED ACTION Adopt the attached resolution and ordinance to forwaard the annexation to the Soundaary Commission and as-sign the plan and ionaa designations to the property in conformance with the Comprehensive Plan. Consider ghee applicant's request for refund of the $520 tome change annexation fan. low ht/4018D MEMORANDUM CITY OF TIGARD. OREGON TO; Honorable Mayor and City Council April 29, 1988 FROM, Bob Joan, City Administrator SUBJECT, Foe Refunds The City's policy is to recover 80% of total averago cost on all land L ti, applications. Unfortunately, the notice provisions and bauic steps required in the Coda create a minimun► fixed cost to the City, The 80 cost rocovery is intended to cover only direct costs without charging for City—wide ovorhuad cost sharia%, Council has asked staff to roviow the Comprohon%ivo plan and Dovelopmont Cods for way% to simplify the basic requiromont%, lower real cast, and thorofor€, lowor fees. Council has also a%kod staff to dovolop a slidingucatla fine system—loss for amallor parcels and more for largor parccals—fur annaxa►tion requests. My recd m ondation is that Council hold to prouent policy and Bony atny N-0 waiver raquosts, except for City—initiated action% or, errors. Council could allow the 1'ighas ruquost to be toblod ponding dovolopmont cif OR revised No schodule, and than ruLoo--ctively adjusted, ew✓4519D STAFF REPORT AGENDA ITEM MAY 9. 1988 — 7:00 P,M, TIGARD CITY COUNCIL TIGARD CITY HALL — TOWN HALL 13125 SW HALL BLVD, TIGARD, OREGON 97223 A. FACTS 1, General Information CASE: ZCA 88-=04 Zone Change Annoxation REQUEST: A request to annex .35 acre into the City of Tigard and to assign plan and zone designations to the property in conformance with the Tigard Comprehensive P14n Land Uso Map as follows: COMPREKNSI:VE PLAN DISIGNAIION: Low Density Residential ZONING DESIGNATION: I.q MAP TAX l0 NUMtiC.R URFtE'N dN N PROPOSED 7ONINC 2$1 10HA 700 Wash, Co, R-5 R-4.5 APPLICANT: Glean & Shirley Ti►Iho OWNER, samo 14230 SW 117th Avonue Tigard, OR 97224 LOCATION; Thea pr,oper,ty J% located moot of 117th Avenue on thea south and of dead and 117th Avonua eat 14230 SW 117th Avenue, g, (bac kesroiand �Afr�r^n►a� No rather t+pplica►tions have bean filed for land use actions for thin subject property. 3. VLinit:y l:nf0rnt�ion Adjacent: property on the east, north, and south is zoned Washington Country R—S. The north and south properties are davuloped with singe—family residonces while the property to the east is vacant. Property south of the subjact property is zonod Tigard R-2 and developed as single—family residence, Access to the property is from the north by 117th Avanuo which is a dead and street. 4. Site Information and_Proposal I Dcot%Sr tion The property is a .35 acre lot occupied by & single family house. The land slopes to the north. Glen and Shirley Tighe, who own the subject property, requested annexation when their septic system failed with their only long--term remedy being connection to the City sewer. tl STAFF REPORT — ZCA 88-04 — PAGE 1 S. Agency and NPO Comments Responding agencies offered no written comments on the proposal. B, FINDINGS AND CONCLUSIONS lan The relevantand eria 10.1.2n ► is Case ae and 18r136T and Chapter1B,138 Comprehensive, P Policies 2.1.1 of the Community Development code. a The Planning staff has determined that the proposal as submitted is consistent: with the relevant portions of the Comprehensive Plan based upon the findings noted below: Plan Policy 2.1,1 is satisfied beocau4o t.ho Noighb+arhood Planning Organization and surraundir►g property owners were given notice of the hearing and an opportunity to comment on the applicant's proposal, b, Plan Policy 10,1,2 is satisfied because the Police Department has boon notified and they land is located within Tit3ard's Urban Planning Area, The Plannrolevint stAff ortionssofethen►Cavi community Deo the velopmuntproposal Codoconsistent uponwith the the rcaleava► p findings noted below: a, Chapter' 18.186 is met becoxuso the► applicant ha» met all of the approval standards. b, Chapter 10,130 is meet because the land doas not menet the definition of buildable; lands as defined by OAR 660-07-000 and shall be dvsignatecl as "ustablishod a►roa" on the Dtivelopment Standards Arca Map. C. Rr.C"L.NDAIION Based upon the above findings and conclusions, the Planning staff recommends approval of ZCA 87-11 subject to the following conditions: 1. The property %hall be designated "established areae" on the Development Standard Areas Map, 21 All development on the property %ha►ll be reviewed and approved by the City of Tigard. PRE ARED 8Y: John AckerAPPROVED BY: Randy WOoj! Assistant Planner Acting Director of Community Development: (ke/4018D) SSTAFP REPORT ZCA 88-04 - PAGE 2 i i at!' aey JR �e• �■■■■■ Nsa . a . G Can r �" t Sam `! + - err ,�•� _ � r rri �: �� ■■�1�� ., _ t mmon OL laws all oil now Milk - job , r i tool ■ ��; ■1� ■ a. ■ .n4ri ■ � � �1.-...A .,.' � �? ....-.".` _,<.,�....t �:•-"!{ �.t.,�K J. _�.~ 1., -1�,... ..a...�2r .. .- �..�.. .�. .- ....... .. �... .f. f..:j .?.. ...... ii.. _. ♦..- PMALGBC FORM #ISX REQUEST FOR EXPEDITED PROCEDURE + For a CITY ANNEXATION OR EXTR.ATERRITORIALVA-'ER OR SEWER LINE EXTENSION (QRS 199.466) I (we) , the undersigned Principal Petitioner(s) , request this .Annexation Proposal Water Line Extension Proposal ' Sewer Line Extension Proposal be approved without the study, public hearing or adoption of a final order required by ORS 199.461. This request is made pursuant to the provisions of, ORS 199.466. I (We) understand that a study, public hearing and adoption of a final order may be required if requested by any person or governing body receiving a copy of the Executive Officer's analysis and recommeudation as required by ORS 199.466. This request is made in addition to and supplements all other requiro- ments for filing an annexation petition or tentative plan for an I extraterritorial water or sewer line extension. r�serarrswr+errrinrrirwrwaw■ rrwrrrrsoaerrrrrrrrsrrrrwsrei rrr+r�rrrr�rwrA�sw cM ignitors of Principal Addre Tax Lot Number Petitioner s or 9istriity Name If ApgLicable eN A b .� C, i R L'42- -4— December 4WDecember 1984 � r February 1, 1388 To: Eli=abcth Newt= Ccmrruriity Development D:—Pt , City of Tigard, Cr, Ftn: Clezi Tighe 142laC SW 117th Ave. Tigard, OF MMU Subj+,ct; Waivcr anne=tion for canncctIaxl to city -*ewer Due to the complete break down of our :peptic ay;�tem, w4 are forced to connect to the :ewer uy;tom, or replarc to vntlrc ueptic uyatcm. To replace t1ie ueptic myutem ic. not CCOncmical px;actical, in that there iun,t sufficient area to inctQll a new drain field on our property. ,And that a modified uy tem (a new field inctallcd between the old linea) would offer a iimiteci time colatiOn, before it would become oaturatcd. And we would the;rl be facOd with conriecting to the aew e� r oyutcm. Now comer tho problem, The; c3one t cower oyctem ir. loe:atcd in the city of Tigard, and our property is in the county. We have been informed that to connect to the cower would roquirr annexation into the city of Tigard, or obtaining :z wavier of annexation that would allow uc to crpnnoct to the cower with the asgreement wo would not diapute any attempt for anncxat:i fan by the City. Ar7 we nt•r• rjrf #;htI grid �i' a �l�r�{3=en�� �t z^cct , t inn� y� �,r i�►nt r•°t'� owned and wo,lld ntst: Have diroct credos to .,I tasty of e0- t)nty otre�t: wo tpwulsl not bc1 cr,titicd In .znrfe.rt,�t ,€�r1 t +� thr r:tt} ►rz,tl��r ns�r'r,�:.�1 city/coi.3.nty 1riaexdurcc. scc attached map. �f: �.�r•,11�r :�, of 1410 coli nc of action t2,-�t may be required, wr ;:rr cliry neo, cii :: aoiution. Wn are quite wi23ing to eign a condition r,,! ;4n:fo:vitiori w,-,Iver, and agree not, tcs oppose .any annexation Iay thc city of Tlg.trd !n the future. Arid to impnce thic .ngr•cem"t ?,:t�, t1.c• b:;,l rs;`,t ,r pt of our propert y --hou ld Pic dcc3 do t3 Arid wr: wnc l l d tit• willing to p:.,y n monthly ut.crr. fec If rr!rji1 J--od. Add3.t; cn--1117, It. ha:-; Cont urs $4, 238 tri t•Irr_ f;iti to 1114* � rvrGr', thi. .nel :Iffy nont of irs.,tallatlon h�:c ists;,r►::r•r; :-s f:i r.:.r,c:ir.1 bu.den upon urs. Wcrc we allowed trs Tait until .r9 a:•.:arc. ' 9o;r yf .1s1n ent3rc n. c^n, and I'm _ury th-'At 4t •,:113 be nnajo.:crl bc-forc- vcry long, we worr1r3 then --harc tl:e •frith the ot'hr_r:: In r111r. area. y i Glen Tighe Page ? t that we he allowed waiver en �� i^ therefore xc;�tlew ec; alu-4exation, and 23'4' .hawed to Qonn_—: :L �ilC" -a�LJ�.2` JlJtE`7it - t�13 time. �neere��r� Mss of Area { � I I I arrdc s.irz de I r I I I i 1 j 7 j 1 ® I I v I I I I rSW 11411110, 1 I I I 6 I ' 'n I f Cil ref Vg.irfl ,eweryL3nC,,...�. 1 Agcnda (o+l LEWIS AmmaATnms f' I I I I I I ! 1 1 1 1 ( f'1'T'Tmi� I r-nl l h� ! 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L III- sw i - pnpvpRl,ll li'I II II.IgI I,gIII IR III 111111 ti.I .. .. . . ^.-_ ...._... _ r I I I I I I I I,nI,�I Impnpllingllgnqlnl VII PIIVIII IInl9 IlPl gtlllllgl,llll VIII I'lllgrl rl'f Rlill lsul I Ilolll rlgq,lr- ..R-90-, mrt tr mn nloprlltEp 2 3 9 6 8 T B D 0 11 I mune is less pews nwl mts xsit¢,n is p.G m tlG pusttirpr.rG wlsixs( OC 2 K 2 02 C2 ♦E R fE II p2 01 LI nt LI ♦I GI III tl pl • p L p%G IW ' ..Ind �m 1 I:11ndI.Jx ♦ G 2 MARCH T121990 y+ CITY OF TIGARD, _OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: _ DATE SUBMITTED: Ma�rch 1988 ISSUEJAGENDA TITLE: ZCA 88-02 PREVIOUS ACTION: [Done 129th and Walnut _ PREPARED BY: E1�. i_-abeth Newton• � �,,,,,,.,,."_._ DEPT HEAD 4' CITY ADMIN 0K REQUESTED BY: Brian Lewis. OLICY ISSUE Should the City Council fara+� r�,Qa acre ato the fortland nnaxation of land ftan loc-located 1294? a Local Government Boundary Conunission a S,W, Walnut. INFOP11ATION SUMMARY The applicant is requesting annexation to obtain sewer sarvico tO the proparty, In addition. once annexed, the applicant intends to fila with thu City for approval of a minor land partition. The property is within tho City of Tigaard's Active Planning Arad. Attachad is a ro4olut;ion which. if aapprovud, would forward the roquoat to the Portland Mvtr►;,politi:an Area t.Ocaa: Govornmont Boundary Commisaion, Alxo ot:tachad Ju an ordinaance which w0►,lb o4sign tho R-4.5 zoning designaation to tho proporty. Thu R-4.5 roninl conforms Cu the City of Tigard Law-oansity Plan dooignation which was assigned to thea property in 1983 at tho AdOptiun of the Comprohonsivaa Plan. ��c�n►A� vr, c�N� .4��,Rt,;c� 1, Adopt tho attachod rosolution and ordindnco to forwaard tho annox,atiun to thea ftokindary Conimiusion and assign tho R-4.5 zono dosigncatiran in confornmAnco with tho Comprehonsivo Plan. 2, Dony the proposaal. All feast required for thio prOpooaal have boan paid by ilt pplica �i.bla1ho fiscal impaact of providing City sarvicat to this property wba Emu-f��:7�,'f:r:CS955v.:W..�..W,•..o,..,••.,W'.",'L`9`,�„351,.,,.,_..-,w. ,•tYM" ..u. ..JY,:s..„ ,.., 6Vr4 TC A(ZT 10 Adopt tion to the the Commissionraanduassignand the R-4 5ordinance zoningforward detigndti.onnain Boundary conformance B y with the Gamprohontive Plan, ew/4007D STAFF REPORT AGENDA ITEM May 9. 1988 - 7:00 P,M. TIGARD CITY COUNCIL TIGARD CITY HALL - TOWN HALL 13125 SW HALL BLVD, TIGARD, OREGON 97223 A, FACTS 1, General Information CASE: ZCA 88.02 Zone Change Annexation REQUEST: A request to annex 3,05 acres into the City of Tigard and zona the property in conformance with the City of Tigard Comprehensivo Plan Land Use Map as follows-, TAX MAP TAX LOT NUMBER CURRENT ZONING PROPOSED ZONING 2S1 AAD 3400 Wath Co R-6 Liq of Tigard R-4,5 COMPREHCNSIVf PIAN DESIGNATION: TAx Lot 2S1 4AD 3400 ZONING DESIGNATION: Low Density Residential APPLICANT: Brian Lewis OWNER: Maxwoil and Gwendlyn Lowis 12902 GW Walnut 12.900 SW Walnut Tigard, OR 97221 Tigard, OR 97?.23 LOCATION: The property is locatod north of Walnut Stropt and east of 132nd at 12902 SW Walnut No other applications have boon filed for land use aetiant for O)o subjoct property, 3, YjLL0jtjLjnform8U.qn The areas to the south is a large field and is zoned (county) R=•6, Tho property is bounded on the t.hroo other sides by law density residential dovelopmont, 4. $.it@ 7r►fprmatlon._Ond_ Pro"oal_Doscripti.on An existing two—story house is located on the southern half of the property, A 26' x 30' detached accessory structure (workshop) is located south sof the house. The parcel slopes slightly to the northeast with ai steeply banked drainage ditch running inside the southern edge. Manny holly and fir trees, respectively, are located on the northern and southern portions of the property, STAFF (REPORT -- ZCA 96-02 — PAGE 1 b. Agency and NPO Comments Responding agencies offered no written continents on the proposal. 8, FINDINCS AND CONCLUSIONS The relevant criteria in this case are Tigard Comprehensive Plan Policies 2.1.1 and 10,1,2 and Chapter 18,136 and Chapter 18.138 of the Community ,Development Code, The Planning Staff has determined that the proposal as submitted is consistent with the relevant portions of the Comprehensive Plan based upon the finds noted below, a, Plan Policy 2,1,1 is sa►tiufied because the Neighborhood Planning Organization and surrounding property owners were given notice of the hearing and an opportunity to comment on the applicant's proposal, b. Plan Policy 10.1,2 is satisfied because the Police Dopxrtment has bean notified and the land is locAtead within Tigard's Urban Planning Arok, The Planning Staff haas dotormined that the proposal is consistent with the relevant: portions of the Community Duvoiopmont Code baasod upon the findings noted below: a. Chapter 10.136 i s mot b0ca►u so tho oppl i cant has met all of the approval stond*rds, b. Chapter 18.138 is met beac..aauso the land moots the+ definition for buildablo lands as dofinud by OAR 660-07-000 and shall be designaxtwd as "developing a►roa►" on the Development. Standards Aroa Map, C, REC"UNDAT'ION basad upon the abuvo finds arid cor►e:lusions, the Plorning Staff rwcomn►ends approval of ZCA W02 subject to the following conditions: 1. The proptarty shall be dosignAtead as as "davaloping areas'' on the DeavOopment Standard Aroaas MAP. 21 All dovelopment on the property shall be reaviowod and appruvod by the City of Tiq#rd, PREPARED BY: Duaene Roberts APPROVED BY: Randall R. Woo Administrator Plaannor Acting Director of Community Davralopmenr (cs/A379D) STAVE' REPORT -- ZCA 99--02 _ PAGE 2 w y 1r�p9Tp' 1 !/ �._ � i..—__ Bei f-•��''�� G � _--....4"_.T.. -- .....-... /....�... Y:L1YtZR LC , II r f I \3UMMERLAKE •14*9 A �wiifA.J .1- • � a I' � �. I was ' �{ „���1�-�— f ���++yid' � �- __. ,• r�is�r 4 a ;N } ay NIP a l '6k� 91. .. NDn OAMA 41DOL Ailk 3_ 33 I I Avi It mm ��,► � Yr �. M a.1r�. �. Q. &AU po” ► wbiwo In fR w a _ =M f January 19, 1988 city Cmincil City of Tigard 1312s sW Heli Tigard, Don 97223 Alar C=r-il; This is a request to annex, to the city of Tigard, the property described is the attached fits. M10 V=I=o of the mnexation is to obtain swerage service to the arty. The pux a of obtai�� that service is to t the partitioning of the • two and into o lots. tv wife I intaS to cmtruct a how cm ono of Purd=mv, T request that you, the City Cow cil, initiate the anmantion. nm* you. sly. ftian LaAs 12902 SW WaImt TiPrd, Oregon 97223 ' F Iwo i t 1 x: CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9 1988 DATE SUUMM10: April 29, 1988 ISSUUAGENDA TITLE: Street Vacation PREVIOUS ACTION: Opened Public Public. Hearing -- A portion of SW 70tH Hearing on August 31 1987 and Avenue continued to tmuav 1988. PREPARED BY; Developpient Sery ices Mgr$,`� DEPT HEAD Oy� CITY ADMIN QK REQUESTED EKY: Rro ert Owners OuiCy ISSUE Petition initiated street vacation request per' IMC 15,08,080, INFORMATION SUMMARY On August 31, 1907, Council opened a public huaorinq to cunsidor the vacation of portions of SW 70th Aven4a .and SW G►.►r►xatla Straat, Council. Approvkd tho vacation of SW Gonzoga Stmk-Qt aro d:alayed consideration c►n $W 70t:h Avenue to May 9, 1908, pondinil c4,mplotion of certAin traonsporta►tiOro and land-u-se planning work, All of this work is not complete, howevjr, at:aff is rocommending a specific palicy on right—of- way va►caations wiA.hin tho 'Tigard Triamile, Phis policy allows for tho proposed 70th Avenue vacation to occur. Staff' is recommonding that thu pr•oposod v4►c.a►t.ion bo appruvud 4nd that a public easement for drain4ijo arvJ sewer be retained, :,,,n,rm,t,,,-��.,�.,��,.,:,m,.��;n „s.,.., ,,�.nm,.,;m, „n ,M; k,r, .t,R.,;. ,. .,,::-4••,.-,.,�,..�,�., �.,,,,.a,,,, , „ �,. ,,,n ,_...T-, -„__rrt ...,, �,,.,,.,.. At�TcRNATry ascRc 11 Approyo the ottacho+d ordinAtirp whlicki voc.s►tus o portion of *W 70th Avonuo and rosurvos a public OAUWmunt for drrainrAijo and sanitary vowor, y. Roquo►at staff to propAry rosolution dPnyin�j proposod vacation, mcnmmr 3irc�:s`e5,•m.—.mr,..,-m-.rm.••-«� ,+i••T.,fi;.};N'::ki14S,'�fIF,,,�.�t;,�+n•.:. ,•�....,.:;...:n••..,:«.. �-+. �e+n�,.;,.,, nnm�::,..,�L..,ter•,.-m:•.ne,.'.,. ,.,i, ».,.,.. .,,,,n, a,...T T.+m,.M.,r., .-nr MPAS nj All fool and staff time :gra Wing paid for by Appli€e►nt, Staff recommend% Alternative No, 1 with motion to a►pprc►ve the Ordinance as prosentod. ht/4540D `v an It nil y I �L'�l�. .,ems ra. :� ■ memo ' �M► rrr i arr, r� nrr : a rrrt 1 ! >irt� u4 �r� r ' � � �` � Ch1► y — ■ �,. .. pop OW& mip an Pm �. •. : We IC •� •y� � .�"_''� �. ..� mar �A �'�" ;4 .: �7 > _ t lx nil 7 EIN INN 11910 ti� ■�►. I// /1pONE x MEMORANDUM CITY Or TIGARD, OREGON W TO; Mayor and Council May 3, 1988 FROM; Randy Clarno, Development Services Manager = SUDZECi SW 70th Avenue Vacation Follow-Up Report BACKGROUND On August. 81, 1907, Council heard a request to vacate portions of SW Gonxal�a Stroet and SW 70th Avenue, This request was initiated by property owners who signed as formal petition as providod by ORS 271,000, They vacation was supported by all abutting proporty owners and a majority of affected (as Wined by ORS) property owners, A copy of the original staaff report acrid map which shows the vacation aroa as initially proposed is ottachad for raforence, TRANSPORTATI414 1 j At the August 91, 1907 hoaaring, Council aapprovod thea vocation of SW Gonr;agaa Stroat but oxc.ludod SW 70th Avenue from the proposal until transportation and land-durea planning work for the Tigard Triangle was complotod, It was anticipated that this work would be dons in tho spring of 1980 send, thorofor-e, Council continued the hoarinij to May 9, 1900, to roconulder tha vacation of GW 70th Avenue, Changing priorities have not allowed as majority of the transportation sand land-woo planning in t.ho T'rianglea to be complated. HoweAvor, in an attached memo, Randy Wooley, City Criginoor, is rocommonding a spocific policy rogo.rdirig right-of-waxy vaecaltion% within the IriAngIA, Evsantially, Randy Woolaay is radomnondirvI that portions of the GW 70th Avonuo and ramaininj right-of-wa►ys in the TriAnglo nood more detailed study before considelrirvj them for vacation, This policy would support the vakeotion of this proposod portion of GW 70th Avenue. Council, at the August 11, 1907 hearing, also recommended that NPO 04 have an opportunity to comment on the proposal, NPU #t4 is schaduled tea discuss the proposal at their May 4, 1900 mooting and staff will provide thosaa comment% to Council at the May 9, 1900 hoariog, Both they F'iro District and Police Department updated their original responses and had no concerns relative to service or response time. DRAXNAGE AND f3AN1 fARY SEWER The City's Utilities Enginaor is continuing to recommend that a 15-foot-wide oa►somant be reserved along SW 70th Avenue for future drainage and sewer Improvements. This easement area is described in Exhibit "B" which is attached to the proposed ordinance. Mayor and Council Page 2 May 2, 1966 OTHER UTILITIES AND ACCESS Original responses from all other utility providers were updated with none expressing any changes from their original response. Both PGE and Willamette Cable Television have facilities within the northern portion of the proposed vacation. Because access to one of the properties abutting the vacation requires an aayemant and the circumstances have now become somewhat complicated, the pr,,lperty ownora are requesting to i;liminate the northerly 60 feet from the original vacation, This modification would provide for direct accasa to public right-Qf—ways by all affected properties, R£GOMMENDATION Staff rocommends that Council approvr the vacation of SW 70th Avonuo as modified (alimination of the northorly 60 foot) and rojerve a public, ooksamunt for draino(3o and sawor improvomontu. Tho iattiachud urdina►nco, which utaff recommonds Council approvo, includos tho modified vacation arca and public oaRsomonts, ht/45820 Attachment* MEMORANDUM CITY OF TIGARD, OREGON TO: Mayor and Council r April 27, 1988 FROM; Randall R, Wooley, City Enginuer�YV�' SUBJEiJ, Right-,of-Way Vacations in the Tigard I iangle Roquasts hava boon received for vacation of certain rights-Tof-w4y in thi: Tigard Triangle at-ea. prior to vacating any additional r'ights•c�fmwaY, the City Council wanted to be assurod that the rights-of-way worn not needed for the► lorug--range development of th o Triangle. In general, all romAining rights--of,-way in the Triangle are either required to larva existing devolupmont or h ►vo the peatontial to bo an importAnt peat of the traffic circulation needs in the future. There*fore, I would rocomn►end t,hot, ag a gone>rol policy, rights---of=way riot be wtAcatod in tho T'riacnglo until mora datcailod traffics and land use plannintg bait bean complot:ed. In melt uasov, this would probably mower► that a detailed proposal for, situ dovolopn►eant would need to be propared before a street voca►tiun could be c:onvidorud, ` Thero is, however, ono potential exception to the policy that l am recommendin<g. That oxcoptiun would bo the unduvolopod portions of SW 7001 Avenue. The undevolopod right.-of-„way of suuthwout 70th Avoriuo hat roma uniquo conditions not +gonoraclly prosont on the othor rirghtu--of•mwaky, Tho vxivi.ir►cg right-,of-way of 70th Avenue is vubotAndaird, being only 90 foot in width for the most pert, Th@ plsittod all+gnn►ent of southwest 70th Avonuo crosser# sonic► fairly ruggod torrain, tubstacr►tial cuts Arid fills would ba roquirod in order to construct 70th Avonuo to ovon local otro of sta►ndardt. This it probably a► major roason why 70th Avonuo has mover boon dvvolopvd, Iho proposed improvements to Dacrtmouth Stroot: extension would be on approximately 6 foot of fill as the now roadway crosses the ricght".uf­w,ay of 70th Avenue; theroforo, substant1a►1 fill would be required in ardor to bring 70th Avenue into Dartmouth Strout, Nearby parallel stroots hove proviousl,y boon developed and are open to through traffic, Southwest 60th Avenue ,and southwest 72nd Avenue arca searvirxg as major collector stroots, Southwavt 69th Avenuo is A local street. T'he dista►nco batwoon southwest; 72nd acrid southwest 69th is lass than 1,000 foot and moots City standar-do for the maximum length of a black in now developmonts, Therefor*, elimination of southwest 70th would not violact:a axisting design standards. Due to the difficult terrain mentioned previously, if an additional street: were to be developed between 72nd and 69th, it would likely be on an alignment somewhat different from the platted alignment of southwest 70th, Mayor and Council Page 2 April 27, 1988 The Comprehensive Plan Resource Document (Volume 1), adopted in 1993, had indicateu that 70th Avenue should be considered for development as a minor collector. However. subsequent traffic analysis has not supported this need. As currently proposed, southwest 68th and southwest 72nd would carry the major north--south traffic. flows. An additional connection may b�; needed from they Tigard Triangle to the south; however. southwest 70th is not a suitable alignment for such a connection due to existing development in the area near Highway 217, The adopted Comprehensive Plan transportation map does not indicate southwest 70th els a street to be dcvelopod as a collector street, Tt,e property adjoining the ri,lht—.)f—way of a;outhwast 70th is primarily zoned CP, As tho CP zoned proportion begird to develop, it would be desirable to see the a►eisting platted small luta combined into bigger parcels for office davolopment, either through combined ownership or, through joint use agreomentii for access. The larger parcels are desirable in or-dor, to limit the r~umber sof driveways along the utrooto in the CP a►r4a . Vacwtlon of southwost 70th Avenue would holp to encourage combining of the oKisting um-all leets into larger paarcols for devolopmont, Broad on my roview of the various traffic studios for thea Tigard 'irionglo, I would recommend the following policy for utroot vAcA%tions in the Triangle: 1 . Vacation of oxiutinq strvotrighto—of—way, othor than south►wast 70th Avenue, should not bo considorod until detailed planning has boon completed a►doquat.o to show tho prop000d land uses nand tra►nsportaetion circulation noods in the aro*. y, Vak .aatie)n of tho existing right:—of—way of oout:h►west 79th Avenue may ba considorod in aeras,# where the existing right—of—way is not required to servo oxisti"j devolopmont, It should be a condition of vocikt:ion that existing lots be €ombinod into lartjer paar€els ouch thaet direct access is availablo to all paere;els from the r�@maeinjnq public rights—of-vay, In summary., i. fool comfortable t+-.at southwest 70th Aveanue can bo vocaatod without impending Futuro davolopmont of thea 7riaangle a►rvaa, However, I would be concerned About; vacating any of tho othor r-ight:s—cif—wavy until more de3tailad planning has boon completed. ke/4A2�0 MEMORANDUM CITY OF TIGARD, OREGON TO: Honorable Mayor and City Council August 24, 1987 FROM: Ranby Clarno, Development Services Manage SUB7cCT: Community Development Department Report for Proposed Vacation of Portions of SW 70th Avonue and SW Gonzaga Street BACKGROUND, These portions of SW 70th Avenue and SW Gonzaga Street are located within the Tigard Triangle and were originally dedicated to the public in 1690 with the recording of the plat of Wast Portland Heights; Both streets are currently classified as local stroots with SW Gonzaga Street being unimproved and SW 70th Avenue having limited improvements, Mr. Alfred F. Kinorick, who lives at 12560 SW 70th Avonua, has circulated a street vacation petition and has obtained all nbcessary signatures as required by 15.00.080 and ORS 271 ,080. Mr. Kinorick has not racontly recoiwad a development approval or is seeking a development approval. The purpose of the vacation is to return unimproved public right-of-way to private ownership. The Planning Commission is required to make a recommendation as provided by TMC 1 5.00.090, On August 11, 1.907 the Commission reviawod this request and recommended that it be approved if all affected parcels will have legal access (see attached memo from the Planning staff). jrmffic Clrculation fiend Tr nrc�or a o P Current traffic, bicycle and podostrian circulation in the vicinity is accommodated by SW 60th Avenue, SW 69th Avenue, SW 72nd Avenue, SW Hampton Street, SW Develand Street and SW Franklin Street. Most of these streets have substandard improvements, The transportation olsmont -of tho Comprehensive Alan suggests that SW 69th Avanue and SW 70th Avenue be maintainad and upgraded to minor collector standards, Whether or not this is appropriate or if the rightmof-way should be retained will be dotormined later this fiscal yo*r wham the Tigard Triangle Area Plan is completed. ror this reason, staff is recommending that SW 70th Avenue be excluded from the overall vacation proposal. The future improvement of 5W Gonzaga Street, on the anther hand, should not be necessary to achieve proper circulation in the area,. Vacating this right--of-way would also be consistent with previous vacations of SW Gonzaga Street between VW 66th Avenue and SW 67th Avenue and between SW 68th Avenue and SW 69th Avenue. r Mims=r Fire and Police Services Rcesporoses were received from both the Police Department and Washington County Fire District 1. and neither had concerns relative to service or response time. Drainage and Sanitary Sewer The City's Utilities Engineer has reviewed the proposal and concludes that adjacent and upstream properties may be dependent on a portion of these right-of-ways for future drainage and sanitary sewer service. Therefore, he is recommending that an easement for public drainage and sanitary sewer be retained within SW 70th Avenue. Services are not anticipated to be required within the SW Gonraga Street right-of-way. therefore eliminating the need for public easements. Other Utilitias Responses were received from the following other utility providers: Metzger Water District Willamette Cable Television Portland General Electric Northwest Natural Gas General Telephone Company Willamette Cable Television and Portland General Electric are requesting that certain easements be retained over a portion of SW 70th Avenua for existing services. Nona of the above utility providers have services within the SW Gontaga Street right-of-way, Capital T.mprovamQn ,�► Pl+�n ' Thera are currently no plans to improve SW 70th Avenue or SW Gonroga Street within the► City's Capital Improvements Program. The long range improvement of these streets has had very limited discussion. The need for improvements was addressed within the "Traffic Circulation and Transportation Plan" findings of this rfeport. TITLE TO V6CATED,LffiQ2 Although determining title to vacated lands is a function of Washington County, it is my opinion, given statutory guidelines, that titles to the proposed vacated lands within SW Gonxaga Strout will go evenly to propertioI on the north and south. Title to tha proposed vacated lands within SW 70th Avenue will split unevenly with 30 feat going to the east and 20 foot going to the wast. R_EC"MNUDAT10N Staff recommends that tha proposed vaeaxtion be approvad without condition if SW 70th Avonuo is excluded from the proposal. The reasons for excluding SW 70th Avenue have boon previously discussed under the Traffic Circulation and Transportation Plan findings. Should Council decida to vacate this portion of SW 70th Avenue, certain utility easements will need to be retained as described above. The recommended approval of the vacation of SW Gonraaga Street is based on tho following: t 1. Vacation of this unimproved right-of-way does not preclude achievement of proper traffic, pedestrian and bicycle circulation within the area; 2. The Capital Improvements Program and Transportation Plan are not impacted; 3. This vacation would reduce the publics liability and return public land* to private ownership and the property tax rolls, cs/06580 t —� 1— -a199 lou«rii 11 •..ilt l0,ilicl--- -.1x1• alalalw'R. le c v �_ �!• • 1 1 1 1 ►..�.. � -1.1 1 l a l l ti�--•-ys' 1 l t , -4 i -`/f, 1 • 1 "w• 1 �{ • 1 a-+ / 1 •�1��1,11.1.1-wyq- � 1i71ajli0l 1�•• -'t�� •---� 1 1 + • "'s- —•� 1 i� 1. 1. . �., t•. `•'- 1 8 - --� i a•; .► � „ a 1�O �.. �� .1 �.�'.a ; .1••�••3"' �� .. .::-• ,��~- _ -_-1 �� � ��'� �r ' ; ± Pr -= er•t- ; • 1' ; '31 ( I ' 1 ;O'"�,�;,� =.T.-TN�.:1*; • ''L`;w• i1 i i r._�R ; _� HI 1 1 ;• ( 1 p..... ;� p;l R► i: 1 l i � �� � B-•.- / 1 � 1 � 1 1 1 - weq _ -� � w N^ ¢"" •.t „ 1'--•„' 1 ,,•, > "A'S '41; ®� � , , + + 1 .,. t1C .y 1 • • ,.. ,;..,.,.� • ,,, ... 1E . "111 , ' 1 ; , 1 ss.•s � �,r,w>♦ i �� 1 ! � v.w � w-wd �) I ' I 0' -=.w, ,_ iw� "Iw�w�w��'w{w''1�{' .N . • •=1�1• • • �1• 1 ... tirlw . -. .w..�>p1� A�1! MI11 �1� X14,-•— / 1 + ' ' st . ..,w.t , ' ' 1 � , '1 «�� «w-II 1 11 1 1 � � 1 .- •.� •'� i� ���� N�i �I • ww.ww{� � ( 1 � i !'1 -.�'>.- a �•- ..1 � 1 �, 1•� fir• „" �~ II ;� � � � � � IP i • 01 ,•» i.,, - kti� ;t l ► I is b w, 1 r, Orw f tit I V" L1I wdb .00 willwAmomw's"4 cc Air s� • 1 ' S� • i j1 ��� i •�• •" .�aa`I�I�w.•• aw IQ 4•• 100 10 V .'x o .+ • ' r do mo .� 1 1 ��de ....�► �; �..:..,.—t ~. ...... � ,».��� a..:� •• = II pil ZL +•S • 40 . • . .1 — 0 oel Couture, 3302 SW Marigold Street, Portland, sup po the a ion of the code amendment noting City owned proper near his land - t he wished to purchase from the City s' a it was not currently ng maintained. e, Recommendation by staff to approv a ordinance. f, Public hearing closed, J. ORDINANCE NO_ 87 -48 AN NANCE LADING TMC 3,44, ESTABLISHING A PROCEDURE FOR T1iE S OF SURPLUS CI REAL PROPERTY PURSUANT TO ORS 221,727 AND F LISHING AN EFFECTIVE LSA h. Motion b uncilor Eadon, seconded by Councilor John to adopt. II p vvod by unanimous vote by Council present, 9, PUBLIC HEARING -- 70th & GON7AGA STREET VACATION a, Public hearing opened. b. No declaration or challongos were filed by Council. c, Devolopmont Servit:os Manager hi(jhlighted this roquest noting that Mr, Alfred F, Kinorick, 12560 SW 70th Avonue, had eirculatud oA potition and obtained the require>d signatures for, a vacation hearing of the unimproved public right—of—way to private ownership, ffe noted that Mr. Kinorick had not rocolvod nor sought sito devolopmeznt Approvol to data, d, Public Tostimony: a Prupononts o Frod Kinorick., 12460 MW 70th Avenue, notod he was is property 4,wner of) tho corner of Gonzoga and 70th Avenue. He statod he had rt.artod tho vgcaatiom projoct with Waishingt:on County m4iny yoars ago, Since 70th Avonuo was rather nArrow in placao and continued to be unimproved, ho supportod tho vacation and roquiartod Council approval Councilor, 3ohnson quostionead why this vacation couldn't be postpona-d until complaat•ion eif the Triangle Active Transportation Plan: Mr. Kinorick notou LI-tat he had waaitod many years at this point for vacation and felt that he had boon aancouraq@d to postpone it aanou<,gh, fire, Joan Donley, 7060 SW Devula►nd, xtaatud bar residonco was on the, watt ride of 70th Avenue, She had served as an NPO N4 mambiar for years and requested vacation be approved. She aadvisod Council that the vacation request had balAo discussed mtany times at NPO H4 with City staff and that her understanding was this was not to be as through street in the "super block" development plan for the Triarvjle area. ar. Development Services Manager recommended vacation of Gontaaaaa Street without 70th Avenue at this time which would hallow staff to complete their work with the Comprehensive Plan hearings. PAGE 4 — COUNCIL MINUTES — AUGUST 31, 1987 f. Public hearing closed. S. After lengthy discussion Councilors Edwards and Eadon noted that they could supp"rt vacation of Gonzaga and 70th Avenue because this issue had been pending for so long, Councilor Johnson and Mayor Brian noted their support of the vacation of Gonzaga Street at this time and suggested that the 70th Avenue vacation be put on hold until an active plan for the area could be developed. h. ORDINANCE NO, 87-49 AN ORDINANCE VACATING A PORTION OF SW GONZAGA STREET, A DEDICATED PUBLIC RIGHT-0F-WAY WITHIN WEST PORTLAND HEIGHTS, A RECORDED PLAT IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, i, Motion by Councilor Eadon, seconded by Councilor Johnson to adopt, Approved by unanimous vote of Council present, Motion by Councilor Johnson, seconded by Mayor Brian to continue 70th Avanuu vacation to May 9, 1988, for consideration, CunsiderAblo discussion ensued regardintl the possibility of having an active plan adopted by that data. Motion to continue failed by A 7 to 7 split vote of the Council prasant, Councilor Eadon and Councilor Wwards votin-D Nay. h, Motion by Councilor Edwards, ss►conded by Councilor Eadon to approvsa 70th Avonua vacation And diroct staff to proparo nocassary papers. After further discussion Councilors Fdwar,ds and tadon withdraw the motion, 1. Consensus of Council was to continuo the vocation consideration for 70th Avenin► t;u a date certain of May 9, 1998 with the condition that an ordinance for vwcotion of 70th Avonuo bo prosonlod to thea Council thiat avoning whothor or not; 0a study was complatad, Mayor Brian noted that the NPA #4 should he involved in this procoaa prior to Mny 9th, 10LIC HEARING — BW 135TH AVENUE LOCAL IMPROVEMENT DISTRICT E'O ON COtH' ATION — PHAsc III M. Public he oponad, b. No declarations or llangos were riled ouncil. c. City Enginoor noted thea or ro the local impruvemont district (LID) had boon roduced fro ti' vious public hearirvj. Ho stated the now area for the L would inclu 35th Avenuo only and not tho Murray Boulova►rA nsion. Estimated co f the district would ba $1,124,451 , further notad completion t-he project ate a+nticipat y the and of the summer in 1981. Cit inaor further noted a City Recorder had received five letters of ectie,n ser ►onstranco, PAC 5 — COUNCIL MINUTES — AUGUST 31, 1997 �_, ht/4513D ■ ■Elm ■ .� ■ ■ ■ ■■ j sii = ■ M 1111110 Mill Mimi III UNION 111105 NICE 1111111 inn r -j:�'`,,,..■.■■su��■■f aa■■ aaa■■ ■ 8 Vii.. } ' x. 3 :11� � �■� �� � 1116 � t �� � �f r WI v`+.M.z ♦. � � r■� ""fir■. ,���<��i � �+ '� pop 0. r � a � Tii •� . i '�y., � nr �. moi■ • a �' ���INN CITY OF TIGARDR OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9. 1988 DATE SUBMITTED: May 1988 „ ISSUE/AGENDA TITLE, CPA 88-01, PREVIOUS ACTION: Planning Commission ZC 88--03 (Riverwood Properties) recommendation for approval PREPARED BY: Jerry Offer .� DEPT HEAD OK -CITY ADMIN OK i REQUESTED BY: LICY ISSUE Vicinity Map Attached, INFORMATION SUMMARY On April 5, 1988, the Planning Commission reviewed the above application and unanimously rucomiwendkid approval of the proposed plan amendment from Low Density Reuidential to General Commercial and zona change from R-3,5 (Residential, 3,5 units/acre) to C-ra (General Commercial) for 19 .parcels on SW 79th Avenue. Attached is a copy of a draft ordinance, the staff report a►od the applicant's submittal, The Planning Conuniusion minutes are not, yQt available. AL1Vf=S jDQRLD 1 • Mold a public hoAring to considor tF►e application and dopy the roquout os recomnondod, 2. Mold a public hearing to conuidor tho application and approve the roquest as rocommondod. USCAL IMPASi Mold a public hoaring to cunuldor tho application and approve tho application and adopt the at•tachod raAPo4uLAAm, vrd�nGt,Y►U: ke/4472D .'. i w D - REQUEST TO AMEND THE COMPREHENSIVE PLAN AND RE-ZONE PROPERTY IN THE CITY OF TIGARA FROM LOW-DENSITY RESIDENTIAL TO GENEFZAL COMMERCIAL THE REQUEST This request is submitted by Riverwood Properties to amend the City's Comprehensive Plan on approximately 5.7 acres of land in the vicinity of Pacific Highway and S.W, 79th Avenue. The prop- erty is more specifically known as the Twin Oaks Vane subdivision and is generally situated in the southeast quadrant of the inter- change of Highway 217 with Pacific Highway, State Highway 99w. The property is presently designated low-density rasidentiai on the City's Comprehensive Plan and is zoned R-3.5, single family residential,. The specific request is to amend the City's Comprehensive Alan ) Map and the Zoning Map (Ordinance 63-24) to CG, General Commercial. THE PROPERTY AND SURROUNDING VICINITY The Twin Oaks mane subdivision is a small, single-stroat subdivi- sion with nineteen homes fronting on S.W. 79th Avenue. 79th Ave- nue intersects with Pacific Highway approximately SOO feet east of the off-ramp from Highway 217 onto Highway 99w. The surround- ing properties to the cast and south are vacant, undeveloped land. They adjacent properties are zoned CG, General Commercial , with a planned Development overlay. The property is part of an area known as the Tigard Triangle. This area, bounded generally by Interstate S on the east, Highway 217 on the southwest and Highway 99w on the northwest, is predominantly a retail and office commercial area. In amongst the retail and office commercial properties are four small resi- dential neighborhoods, each zoned Low Density, R-3.5. when the City was developing its Comprehensive Plan, there was general acknowledgment throughout the process that the Tigard Triangle area would ultimately be fully developed with retail and office commercial uses. However, the four small neighborhood areas were identified and residential zoning applied to protect their resi- -I- •4 .� dential integrity for as long as property owners wished to remain. In October 1986, a request was made of the City to amend the Com- prehensive Plan and re-zone a portion of one these residential areas (CPA 8-86; ZC 16-86) . The specific request was to re-zone the property from R-3.5 to General Commercial. Staff recommended denial of this request but, in their staff report, made the following statement: "1t should be noted that the City intends to leave the option o en to eventually utilize residentially zoned property in the [Tigard] Triangle for commercial development. However, this transition will be best accomplished with the consent of entire neighborhoods rather than the incremental approach presented in this application. " (CPAS-86; ZC16-86, staff report, page 3) Testimony ppresented during the public hearin before the City Council illustrateas the expectations of resigents and the City Council with regard to the residential areas in the Tigard Triangle. According to the City Council minutes of November 3. 1986, City staff advised the City Council that the Planning Corn- mission :and staff had both recommended denial, of the request on the basis that the pro osal was "premature" (page 2) . staff went on to point out that t9e "consensus of the Plannin Commission and plarnin staff was that future ra-zoning should be done on a neighborhood basis . . . in order to reflect the integrity of the current residential property. " (Council minutes, November 3, 1986, page 2) The Council minutes record the testimony of Joanna Nordling, a property owner on the affected street: "several years aqo, she Joanna Nordling carved on the NPC for this area. At that times, she decide it was *holding back the tide' to attempt to prevent this area from becoming commercial. " (page 3) in the Council's discussion of the matter, both Councilors Eadon and Bryan concurred with the Planning Commission and staff's rec- ommendations when they stated that "this proposal, does appear to be premature." (page 4) Two important facts emerge from this previous request: 1. That the City expects the residential proportion within the Tigard Triangle to convert to commercial uses; and 2. That it expects to convert those uses on a neighborhood-by- neighborhood basis. -2- 1, TRANSPORTATION' ISSUES One of the significant factors in the redevelopment of the Tigard Triangle for retail and office commercial is the transportation system adjacent to and within the Triangle area. While the Tri- angle is bounded by three major highways, access into the Trian- gle area from those highways is limited and inadequate. There are several factors which are beginning to occur which are designed to rectify this transportation problem and increase the overall developability of the Tigard Triangle area. Presently, a proposed local improvement district is before the Tigard City Council to construct the Dartmouth Extension collec- tor street to connect between Pacific Highway and the Maines Road interchange on Interstate 5. This collector will provide a level of access to the interior of the Tigard Triangle area which is contemplatad in the Comprehensive Alan and is essential for the deaveiopmont of vacant and older properties. In fact. Policy 11.4.2 of the Comprehensive Plan makes the following statement; "in the Tigard Triangle . . . , those parcels designated for any cowiorcial development shall not develop for such use, if not already so developed, unless a major collector, connecting the area on Pacific Highway at approximately 76th Avenue and the westerly portion of Haines Read interchange at Interstate 5 . . . be constructed, be guaranteed within one year for construction by a public agency, or be approved for construction as part of a local improvement district. . . " Thea formation of the Dartmouth LID will satisfy this policy. Under any circumstance, however, certain properties, including those which have direct access to pacific Highway, are excluded from the Policy' s restrictions. Regardless, it is clear from the stated policy that the City's Comprehensive Pian contemplates an Improve d traffic circulation system within the Triangle and that it will signal new commercial development in the area. In addition to the Dartmouth Extension, the State Department of Transportation has plans for improvements on each of the three major highways boundingg the Tigard Triangle. According to Stato transportation offt cials, Highway 217 is scheduled for widening within the next ten years; tea Interstate 5/Highway 217 inter- change is scheduled for reconstruction; the 72nd Avenue inter- change with Highway 217 is scheduled for re-evaluation along with the interstate 5/Highway 217 interchange project; and Highway 99W is ,scheduled for widening. Each of these projects will directly affect the properties of the Tigard Triangle. The re-evaluation of the 72nd Avenue inter- change will be brought about not only because of the need for additional access into the Tigard Triangle, but because of the reconstruction of the interstate 5/Highway 217 interchange. That reconstruction may force the 72nd Avenue interchange further -3- i westerly along Highway 217, establishing an entirely new trans- portation access into the Tigard Triangle area. THE PROPOSAL Riverwood Properties has either purchased or entered into agree- ments to purchase all of the nineteen homes which exist in the Twin Oaks La..ne subdivision. Riverwood has also entered into a development agreement with the adjacent property owner to the east to proceed with a single large retail commercial development project should the re-zoning of this property be approved. The total property involved in the joint development program would be approximately twelve acres. The adjacent property is presently zoned General Commercial, The resulting joint development would be bordered by Pacific Highway and the new Dartmouth Extension, CRITERIA FOR ,AMENDING COMPREHENSIVE PLAN AND ZONING MAPS The Comprehensive Plan and Development Code outline standards which must be met in order to amend the Plan and Zoning Maps, In order to find that an amendment is appropriate, the Planning Com- mission and Council must find that: 1. The change is consistent with Comprehensive Plan policies; 2. That there has wah $thefoprihhginalllandcusetdasign;tion or I. That a mistake wees madein for the property. This application will rely on the consistency of the proposal with the Comprehensive Plain and that a change inwhiyhmaesu ikm irc - atances is occurring within the Tigard Triangle proposal appropriate. Section 18.22.040 of the Tigard Community Develo ment Code (ordinance 85-07 ) establishes more detailed standards which must be used to make a decision to amend g Map through a quasi-judicial procedure. The City Council and Plan- ning Commission must find that a request meets: 1. Statewide planning goals; 2. Comprehensive Plan policies; 3. Standards in the Community Dev�alopment Coda; 4. Evidence of a change in the neighborhood or mistake in t#�e Plan; and S. Evidence that the change will not adversely affect the health, safety and welfare of the community. Statewide Planning Goala Section 18.22.040(a) (2) states that statewide planning goals must be addressed in a quasi-judicial amendment " . . . until acknowledg- ment of the Tigard Comprehensive Plan and Ordinances. " -4- The City's Comprehensive Plan and Community Development Code were : acknowledged by the Land Conservation and Development Commission on October 11, 1964. This standard is no longer applicable. Applicable Comprehensive Plan Policies The City's Comprehensive Plan contains 93 pages of: 1. Statements of intent and purpose 2. Findings 3. Policies 4. Directives 5. Implementation strategies 5. Locational criteria Not all of these materials are applicable to each proposal.. However, the relevant criteria in this request are Policies 2.1.1, 5.1.4, 7 .1 .2, 11 .4 .2 and the Locational Criteria for Commercial Development (Section 12.2) . policy The City shall maintain an ongoing citizen 'Involvement program and shall assure that citizens will be pro- vided an opportunity to be involved in all phases of the planning process. Comment: The three implementation strategies in the Compre- Weti= ve Plan assign the responsibility to implement this Pol- icy to the City. C This Policy will be satisfied when the City provides public notice to the surrounding property owners and Neighborhood Planning or anization 04 . 5urrounding residents and the Neighborhood Planning Organization will be provided an oppor- tunity to comment during the hearing before the Planning Com- mission and City Council. Folic 5.1 .4 : The City shall ensure that now commercial . . . eve opment shall not encroach into residential areas that have not been designated for commercial . . . uses. Comment: if converted from residential to commercial zoning, theiroparty would be zoned consistent with all of the sura rounding proportion, which are now zoned for general commer- cial uses. The subcequent development of the property for commercial use, either alone or as proposed in conjunction with the adjacent property, will not cause commercial devel- opment to encroach into or adjacent to other existing resi- dential development. Conversion of this property to commercial from its present residential zoning will ensure that as the adjacent commer- cial property develops, the existing homes in the Twin Oaks Lane subdivision will not be affected by that development. -5- Policy 7.1.2: The City shall require as a pre-condition to dev onment approval that a. Development coincide with the availability of adequate services, b. The facilities are capable of adequately serving properties and are designed to City standards, c. That all new development utilities be placed underground. Comment: Water and sanitary sewer service are available to e property, A 20-foot roadway easement exists on the west. and eastern sides of the property, which can serve to provide a storm drain connection to the drainage way approximately 1,000 feet south of the property. in addition, with the redevelopment of thisroperty with the adjacent commercial properties into a single commercial development, full water, sanitary sewer and storm drainage facilities will be availa- ble and incorporated into the total development program. All utilities will be placed underground in accordance with Cit_ policies. policy 11 .4 .2; in the Tigard Triangle . . , parcels designated for as n commorclal development shall not develop . . . unless a major collector, connecting . . . Pacific Highwaay and the. • . . .Haines Road interchange at Interstate 5 . . . Lis� constructed (or) guaranteed within one year for construction by a public agency, or . . . (is) approved for construction as part of a local improve- mant district. Commant: The Dartmouth Local improvement District is cur- reia��Ty before the Tigard City Council for approval. Its aproval will guarantee ,access from the Joint development of t a Riverwood property and the adjacent comma�rci ash property in conformance with this Policy. Even with the possibility that the Dartmouth Local improvement District might not be approved, Policy 11.4.2.b exempts property which has direct access to Pacific Highway. The Ri.verwood property meaty thin; exemption criteria. Specific Locational Criteria 2. General Commercial (1) The commercial area should not be surrounded by residen- tial districts on more than two sides. Comment: present property is zoned residential. Therop- er"y`iss presently surrounded on all sides by commercially zoned property. The re-designation of this property an com- mercial will be consistent with all of the surrounding prop- erty and will eliminate the incompatibility of commercial development adjacent to residential uses. 0i e— 1 - 1 (2) Access (a) The proposed area . . shall not create traffic con- ` gestion or a traffic safety problem. i Comment: S.W. 79th Avenue presently intersects directly with i H g way 99w. As the Riverwood property is redeveloped into E commercial use, S.W. 79th Avenue will be vacated. 1n addition, with the combination of the Riverwood property and the adjacent commercial property, a new joint access for the commercial development of both properties will be developed on the Dartmouth extension and/or pacific Highway. A traffic assessment will be provided as a supplemental appendix to this application to demonstrate the necessary traffic con- trols and turnip movements associated with access to the a Riverwood roperty. in addition, a detailed traffic analysis will. of Su� lat9suchwith time asint specificoddeeveloent pment ram for both properties plans are submitted to the City. (b) site shall have access from a major col- lector or arterial street, Comment: The Riverwood property presently has direct access on o pacific Highway. Under any circumstance, that access can be maintained for the dovolopmant of the Riverwood property. However, the proposed joint development of the Riverwood with the adjacent property will Provides additional, Opportunities to structure access onto both willfic Hi®hsady- and the proposed Dartmouth Ex sionwhich quota traffic controls and safety. (c) Public transpoa rtion shall be available to the site Commeant: The site is currently served by bus lines on WI-5W-By 99W• ( 3) Site Character.i aticss (a) psms�nteandaproj®ct�dau���� which can accommodate Comment: The Riverwood property is presently developed as a e ng s-family subdivision with Nineteen homes. The property in appropriately sized for that use. However, because of the surrounding commercial properties and its immediate adjacency to Highway 217 and Highway 99W, continued long-term use of the property for residential purposes is inconsistent with the development of the surrounding commercial areas and pres- ervation of a high-quality neighborhood environment. The 5.7 acre size of the redeveloped subdivision 19 adequate to accommodate many types of commercial retail use:; allowed within the General Commercial zone. However, its combination -7- with the adjacent property will result in a 12 acre develop- ment parcel capable of accommodating up to approximately 120,000 square feet of retail commercial space. Such a com- mercial center will likely be developed with one or two major anchor tenants of between 25,000 and 45,000 square feet each, along with numerous small secondary retail businesses. The site sire and shape are particularly well suited for such a commercial development. (b) The site shall have high visibility. Comment: The Riverwood site is immediately adjacent to both HIgway 217 and the pacific Highway. While the site drops topographically ;from a high point at Pacific Highway to a low point at the southern extreme of the site, it nonetheless has good visibility from both Pacific Highway and Highway 217 . However, as the property is combined with the, adjacent prop- arty for development as a single commercial parcel, the 12 acre resulting parcel will be bordered by Highway 217, pacific Highway and the roposed Dartmouth major collector. The combined site wi11 tEaresfore have high visibility from all three facilities. (4) impact Assessment (a) The scale of the project shall be compatible with the surrounding uses. Comment: Tho conversion of the 5.7 acre Riverwood property o goncrai commercial uses is consistent with the general parcel sizes of tho surrounding properties. The property immediately adjacent to the east is approximately six acres in size:. The combination of both propperties, therefore, will yield a twolvo-ocro development arca which is consistent with other retail commercial centers adjacent to Pacific Highway within the immediate vicinity. (b) The site configuration and characteristics shall be such that the privacy of adjacent non-commercial uses can be maintained. Comr i ant: The Riverwood property is completely surrounded by commercial ial uses. Therefore, its conversion to commercial will be consistent with the adjacent uses. The combination of the Riverwood property with the adjacent property, creat- ing a single commercial development parcel, will still be completely ,surrounded by other commercial properties . Therefore, no non-commercial uses are adjacent to or even near either the Riverwood property or the combined develop- ment parcels. (c) it shall be possible to incorporate unique site features into the site design and development plan. Odom -S- Comment: The unique features of this site are its immediate re ationship and visibility from Highway 217 and Pacific Highway and its very close relationship to the adjacent com- mercial properties to the east. while the Riverwood property alone can easily be developed for commercial uses, its combi- nation with the adjacent commercial property into a single development parcel will create a site which is properly sired and shaped for a mid-sire commercial center with high visi- bility from the major streets. (d) The associated lights, noise and activities shall not interfere with adjoining non-residential uses. Comment: There are no non-residential uses which will adjoin eider the Riverwood property or the combined development parcels. The specific design of the commercial center on either the Riverwood property alone or the combined develop- ment parcels will be able to adequately accammodate the screening of lights, noise and other activities from ad�eecent properties. The closest non-commercial property from the Riverwood parcel is approximately 3,000 feet east. Any development of the Riverwood property for ommarcial uses should not be visible from this non-commercial property. A,rglicable Standards the Tiqard Community Davel.pmnt Codes 18 .62CG (General Commercial District) t 18.62.010 Purpose The purpose of the general commercial agree is to provide for major retail goods and servicos, (1 ) The uses classified an general commercial may involve drive-in sarvices, largo space users, a combination of retail, service, wholesale and repair services or pro- vide services to the traveling public. (2) The uxes range from automobile repair and services, sup- ply and equigent stores, vehicles sales, drive-in res- taurants to leundry establishments. ( 3) it is intended that these uses be adjacent to an arte- rial or major collector street. Comment: The Riverwood property is completely surrounded by un eve oped general commercial uses. The conversion of they Riverwood property to general commercial is consistent with the surrounding uses. The development of the Riverwood prop- erty aloneor its combination with the adjacent commercial property into a twelve-acre commercial center will allow for the types of retail uses anticipated in the general commer- cial district. -9- Either the development of the Riverwood property alone or its �• development in combination with the adjacent commercial prop- erty will be immediately adjacent to Pacific Highway and Highway 217. Evidence of a Change in the Neighborhood or Community s Comment: The proposed Dartmouth Extension Local improvement Dis rict will provide a major collector transportation link- age between Highway 99w and interstate 5. This change, while contemplated in the Comprehensive Plan, was the basis for the Plan's anticipation of commercial development and redevelop- ment of the Tigard Triangle area. in addition, decisions ' made at the time the Comprehensive Plan was being prepared to designate four residential areas inside the Tigard Triangle was done on the belief that those neighborhoods should be preserved as long as the local residents wished to remain. The staff report and Planning Commission recommendation and City Council action, along with supporting testimonyin the ease CPA 8-66 and ZC 16-86, demonstrate that this Ciy acknowledges the ultimate conversion of these residential neighborhoods into commercial uses and that the conversion process should be on a neighborhood-by-neighborhood basis. Pivar-wood Properties has either purchased or entered into a reame�nts to purchase all of the nineteen homes that exist within the Twin Oaks Lane subdivision. Therefore, all of the residents within this subdivision have expressed, by their willingness to Poll, a desire to leave the neighborhood and allow their property to be otherwise used for commercial purposes. The other factors which aro creating a change within the Tigard Triangle area are the State Department of Transportation's emerging plans for reconstruction and widening of Highway 217, Highway 99w, the Highway 217/ Highway 99w interchange, the interstate S/Highway 217 interchana and the 72nd Avenue interchange with Highwmy 217 . Each of t9ese projects, while anticipated to be staged over the next tenyyears, are designed to provides additional capacity on tkso three major highwayys adjacent to the Tigard Triangle and to inerease� the ovorml.l accessibility of they Triangle from its adjacent roads. Such changes clearly provide the transportation facilities necessary to aceon adate the ultimate conversion and development of all properties within the Tigard Triangle for commercial purposes. Planning for these changes has accelerated the anticipated change in land use within the Tigard Triangle so that the long-term continuation of at least the Twin Oaks Lane neighborhood is no longer viable. -10- Evidence that the Change Will Not Adversely _Affect the Health. Safety y an-a- Wel are of the Community Comment: The development of properties adjacent to the Riverwood parcel for their zoned commercial uses, along with the planned expansion and reconstruction of Highway 99W and the Highway 217/Highway 99W interchange will continue to decrease the overall liveability of homes within the Twin Arks Lane subdivision, The reconstruction of Highway 99W will continue to make access difficult onto the highway, and the redevelopment of the adjacent commercial lands will severely impact the residences with light, noise and other commercial activities. The general welfare of people within the Twin Oaks Lane subdivision will be severely impacted by these impending activities, • A conversion of the Twin Oaks Lane subdivision to commercial uses and its subsequent redevelopment with the adjacent commercial properties into a single retail commercial center will greatly enhance the overall developability of the commercial properties and rovide increased flexibility to the property ownerss and C ytin accommodating l e �sa rraffic, noise and other act -11- / p CITY OF TIGARD, OREGON COUNCIL. AGENDA ITEM SUMMARY AGENDA OF: May 9. 1988 DATE SUBMITTED: May 3, 1988 ISSUE/AGENDA TITL£: Public Hearing PREVIOUS ACTION: 130th Avenue Condemnation PREPARED BY: Phil Grillo, Atty°s Office DEPT HEAD OK CITY ADMIN 0!. REQUESTED BY: POLICY ISSUE Shall the City Council proceed with the condemnation of portions of 130th Avenue in accordance with the Comprehensive Plan and to fulfill a prior condemnation agreement? YNFURMATION SU'rlf6ARY The City t►as previously entered into a condemnation aBreoment with Don Mori.ssotte Builders, Inc, This resolution enables the condemnation process to move forward and doclarou that the condemnation is for al public purpose' namely, to facilitate development in accordancEa with the Comprehensive Plan, ALT�F2NAT„�VF�,,,,�4NST f?�?k�U 1 . Private dedication, 2, Condemnotion of this time, 8. Condemnation at A future date, 4, No actian, ��=.:��.�... �°ZZ_..._.� _..__._.+"1^I.iL^J+1. -��..._._... .w.t. ..k:i.1,•-f'-`:.+.rY:. �:._._k_.. '="_-._. ._....______.._.... ,. ..M..^.^�.«��...'r"'... ..�. Nona, i>ursua►nt to a Conda►mnation Arjr,00ment bvtwvon thF► dovelopor Ovid tho City, the devolopser hay agresed to compensate thn City for its costs associated with the condemnation. -3r-a,>,s5cw�..sumiN:^..L'"_:�.«Yip.L"'"15L;:�.�.'�t.:.��,.'":,°�"J:�7:'.�t'..",y'"'`.�.?';Y.II°':�:t'yL°x-..^-^'— swµyti IT Pass the rosolution at this time. cw/4572D AID fit d- � CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: May 9. 1988 DATE SUBMITTED: May 6 1965 ISSUE/AGENDA TITLE: Temporary True: PREVIOUS ACTION: Prohibitions on S.W. 90th Avenue PREPARED BY: Randall R. Woole DEPT HEAD CK CITY ADMIN OK REQUESTED BY: POLICY ISSUE Shall trucks be temporarily prohibited on S.W. 90th Avenue between Oak and Locust Streets. ,_...�..�..,INFORMflTTt�N SUMMARY .�.O�... As douc:.ribed in the attached letters, truck traffic is occurring on S,W, 90th Avenue by Motxgar School as a result: of Lincoln Contor c:.onatructiwn, A tomporacry truck prohibition on S.W, 90th is roquoatod, .,, 4. ,;.:,.,..; ril 1'[,itNAIJM,FS CONtiI DE�RF' 1. Approve truck prohibition on S. W. 90th Avccnwo botwoon O.►►k and Locust, 2, Ta►ku no taction, Appr,oxim4►toly $100 Ver signing, SUGGEST 0 ACTION Approval of the attar-hod resolution temporarily prohibiting trucks on S.W. 90th Avenue. br/4650D s r � CITY OF TIGARD, OREGON RESOLUTION NO. 68- q A RESOLUTION PROH1811ING THROUGH TRUCKS ON S.W. 90TH AVENUE FOR A PERIOD OF SIX (6) MONTHS. WHEREAS, TMC 10.32,010(3) provides that the City Council may establish streets upon which trucks exceeding specified weights are prohibited, WHEREAS, the City Council has received requests to restrict truck traffic on S.W. 90th Avenue in the vicinity of Motxger Elementary School in order to protect the safety of children walking to and from the school, .and WHEREAS, the concern for truck traffic on S.W, 50th Avenue is a temporfary problem relaltint.1 to heavy construction activity which ix currently occurring in tho noighbor•hood, and WHEREAS, caltornalto roadways ar'o av«ailablo which provide for truck across to the construction eitos in a salfor manner, NOW, THEREFORE, BE 11, R[SOt..VE[) by the Tigard City Council that: Suction 1 ; Trucks in okcoss of 10,000 lice, tjroes vohiclo woight: 01411 bo prohibitod on a,W, 90th Avonuo k+o-twoon ()ak ,,troot and Vocurt Str•o�, Tho truck prohibition shall bo offoctivw upon Woeting -6r appropriatu trtxffic Signe and shad on�l on Nuvomber 1!i, 390b. 5oct;on 2; T'ha t".ity Fnginoor is horokiy inetruct.od to causer ;appropriwto rogulotor"y si(Ans tca bo pootod on ;,,W. 90th Avonuo to givo ;appropriwto nutico of the truck prohibitions, PAaC;GD, This ®��..� doy of A'T1'r-t;T Mayor - Coity cjV Tigard City Racordor - City of "rigord APPROVED A5 1`0 FORM: City Recorder Utah -�.�.�..o.... br/4636D RESOLUTION NO, Page 1 CITYOF TI RD May 6, 1988 OREGON Jacqueline Wilson, Secretary MatsBer Parent-Faculty Association 10255 S.W. 90th Avenue Tigard, OR 97229 Subject: S.W. 90th Avenue Your letters of March 4, and May 4, 1986; have addressed problems with parking and with truck traffic on S.W. 90th Avenue in the vicinity of Metzger Elementary School. We have also received a number of cititan complaints about the truck traffic. We have been working with the Tigard Police and the construction contractor to attempt to resolve these problems. The school bus operator has revised the school bus routes in the vicinity of Metzger School. We believe that this has resolved the conflict between school buses and parked vehicles. Therefore, we feel that parking regulations are no longer required. We have had a number of dl.scussions with the construction contractor and with the development owner to attempt to resolve complaints about truck traffic on the streets in the Metzger School neighborhood. Although both parties have agreed to reroute truck traffic so that the trucks do not travel on 90th Avenue, it appears that thoy are unable to control all of the various subcontractors who serve the construction bite. Therefore, on Monday, May 9th we will be asking the City Council, to adopt a resolution to temporarily prohibit trucks on S.W. 90th Avenue for the neat six months while construction activities are occurring. we expect to be able to post the necessary truck prohibition signs within one week after the prohibitions are established by the Council. S incerely, Randall R. Wooley City Engineer br/4643D Cs Cheryl Krochmai C C: Patti garland C: Mayor and City Council 13125 SW Ho:l Blvd.,P.O.Box 23397.Tigard.Oregon 97223 (503)639-4171 j y Metzger Parent Faculty Association 10255 S.W. 90th Ave. t Tigard, OR 97223 May 4, 1988 Tot Tigard City Council members Dear Council Members: { On March 4, I wrote a letter to the Ti,g;,rd City Council members on behalf of the Metzger parent Faculty Association i (F.F.A. ) . The letter requested that "no parking" signs be posted on Oak Street at the end of 90th Avenue because the school buses were unable to turn left onto Oak Street from 90th Avenue. We understand that this problem has been rosolved. Because of a problem with construction trucks driving on 90th Avenue past Metzger Elementary School during bus loading hours, the letter also requested that signs be posted along 90th Avenue between Locust and Oak which would prohibit trucks from using that street# it is our understanding that the construction trucks have a way to get through the construction site, so there is no reason for using 90th Avenue. We have also boon informed that the day shift motor officer for this area has recommended that sign€ be posted to prohibit these trucks from using 90th Avenue. The continuing problem with the construction trucks is of extreme concern to us, For the safaty of all Metzger Elementary School atudento, we urge Tigard City Council to take immediate action. Respectfully, (�1� on acq ueline W ile , Secretary Metzger ?.P.A. Att. n r' Metzger Parent Faculty Association 10255 S.W. 90th Tigard, OR 97223 = Larch 4e 1988 Toe Tigard City Council Members Attention: Caroline Eadon Dear Council Membersi The Parent Faculty Association (P.F.A. ) of Metzger Elementary School would like to bring several items to the Attention of the Tigard city Council which we reel require immediate attention. Parked care along Oak Street and preventing school buses from turning left onto Oak Street from 90th Avenue. to the angle of the turn at this intersection, it is dif- ficult to make a turn when there are no parked cars. Whon cars are parked along Oak Street, it dramatically complicates the situation. Metzger P.F.A. would like to request that "No Parking" signs be posted on Oak Street at the and of 90th Avenue. Metzger School has also had a problem with construction trucks driving on 90th Avenue peat the school during bus loading hours. Because of the obvious problem this poses, we are also requesting that signs be posted along 90th Avenue between Locust Street and Oak Street which prohibit trucks from using this atroot. We would appreciate it if these requests could be considered at the next Tigard City Council meeting and prompt action be taken, please let us know what your decision is regarding these safety problems as 000n ae possible. If the Council decides to deny our requests, we would like to know tho roacon why. Respectfully. V U Jacqueline Wilson, Secretary Metzger P.F.A. f i � JR �• 'i 4 1 1 . {_ r ., i+ 3 _ � • M ;1 { a { rpt t Fp v /